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WS-10-308 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 139787 Permit Number: WS -3 -10 -308 Scheduled Inspection Date: April 07, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: JENNINGS, LORRAINE Work Classification Window /Door Replacement Job Address: 149 NW 107 Street Miami Shores, FL 33150- Phone Number Parcel Number 1121360100120 Project: <NONE> Contractor: SEARS HOME IMPROVEMENT PROD UCTS, INC. Phone: (305)341 -5663 Building Department Comments REPLACEMENT WINDOWS 7 IMPACT Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 139576. CREATED AS 045 �� REINSPECTION FOR INSP- 136551. Provide engineers letter showing approved method to complete the bucks. Failed ❑ NB eta Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 06, 2010 For Inspections please call: (305)762 -4949 Page 12 of 16 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP 136661 Permit Number: WS- 3- 10-308 Scheduled Inspection Date: March 31, 2010 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: JENNINGS, LORRAINE Work Classification Window /Door Replacement Job Address: 149 NW 107 Street Miami Shores, FL 33150- Phone Number Parcel Number 112136010012 Project: <NONE> Contractor: SEARS HOME IMPROVEMENT PROD UCTS, INC. Phone: (305)341 -5663 Building Department Comments REPLACEMENT WINDOWS 7 IMPACT Inspector Comments Passed Failed � � (�� c�l2. 114 11 � Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 30, 2010 For Inspections please call: (305)762 -4949 Page 5 of 23 IM1111111.110" Hill Hill 11111iffil 11111 CFN 201GRO150070 This Instrume d b OR Bk 27204 Ps 11771 Ups) Name: RECORDED 031055/2010 10:32:20 SEARS HpU_E IMPROVEMENT PRODUCTS, INC. HARVEY RUVIN? CLERK OF COURT 1024 Florida Central Parkway MIAMI-DADE COUNTYP FLORIDA Longwood, FL 32750 LAST PAGE Phone: - 407-551-6000 NOTICE OF COMMENCEMENT Permit No. Tax Folio No. 6 1. 2.e3 THE UNDERSIGNED hereby gives, informs you that the improvement will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following i n f orma ti on is provided in this NOTICE OF COMMENCEMENT. I. Description of property (legal description:) D U Y� fAJ4�;6 a) Street Address: ;crjj of im 2. General description of irnp�roviments: 3. Owner Information a) Name and b) Name and address of fee smiple tit )der (if other than owner) c) Interest in property: 4. Contractor Information: a) Name and address: SEARS HOME IMPROVEMENT pKODUCTS, INC. 1024 FLOR IDA kL LARK-WAY, L0_NGWOQ_QjL 32750 b) Telephone No: 407 -5 1 -6000 5. Surety Information: Fax No. (Opt.) LOI-2L67-8 a) Name and address: -b) Amount of Bond: C) Telephone No.: 6. Lender co a) Name and address: • I HERESY CER 17py that this i y athe v rif Phone No.• 7. Identity of person within the State of Flordadesigna# a) Name and address: ro, erdo b) Telephone No.: n rJ-11ft, I 8. In addition to himself, owner designates the followin 0 0 receive a c?fy cdlf the Lien or's Notice as provided in Section 713.13 (1) (b), Florida Statutes: a) Name and address: b) Telephone No.: Fax No. (Opt.) 9. Expiration date of Notice of Commencement expiration date is one year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND To OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORD OUR NOTICE. OF COMMENCEMENT STATE OF FLO COUNTY OF ignatur of Owner Autho ffic irector/Partner/Manager Aw1r, . : r PRINT NAME The fib mgo m**,g 'w c un was a Oai before me this day of 20 by M m e Ay%� . as ------------ officer, trustee, attorney in act) for (type of authority, e.g. party on behalf of whom instrument wa executed). (name of Personally Known OR Produced Identification" Notary Signati;re Type of Identification Produced - El- lKlame (print) QN&LA YCOWASSION 0 00940M Verification pursuant to Section 92.525, Florida Statutes. Under p of M I dec aveXp"g&#0,y&,p4 tj i t the facts stated in it are true to the best of my knowledge and belief iR t. FORMSNOCNER2007 Signatur of Natural P n Signing e g c. Miami Shores Village 10050 N.E. 2nd Avenue • '" Miami Shores, FL 33138 -0000 xtoR Phone: (305)795 -2204 3 Expiration: 09104/2010 Project Address Parcel Number Applicant 149 107 Street 1121360100120 LORRAINE JENNINGS Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone Cell LORRAINE JENNINGS 149 107 Street MIAMI SHORES FL 33168 -4308 Contractor(s) Phone Cell Phone $ 1 2,917.00 Valuation: SEARS HOM IMPROVEME PRODI (3 05)341 -5663 Total Sq Feet: 176 Type of Work: REPLACE 7 WINDOWS For Inspections please call: No of Openings: 7 (305)7624949 Additional Info: BUILDING Available Inspections: Classification: Residential Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment Fees Due Amount Invoice # Invoice Total Amt Paid Amt Due CCF $ WS -3-10 -37147 Education Surcharge $2.80 $193.80 $193.80 $0.00 Permit Fee $170.00 Scanning Fee $3.00 Check #: 3376 Technology Fee $ Total: $193.80 Building Department Copy March 09, 2010 2 Mar, 9, 2010 2:48PM FLUC No. 4111 P. 1 CERTM OF LI ABILITY INSURANCE ° `' TE 07,17/22009 , PRODUCER S CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AOn Risk services Central, I nc. Ch cago IL Office A ND CONFERS NO RIGHT'S UPON THE CERTIFICATE HOLDER, THIS Chi 200 East Randolph CE RTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE ,n Chicago TL 60601 USA COVERAGE AFFORDED BY THE POLICIES BELOW. PaoNE. 866 283 - 7122 VAX- (847) 931 INSURERSAFFORDINGCOVERAGE NAIC# Dauub DavRERA ACE American Insurance Company 22667 sears Holdings Corporation ==Rs. zndamnity insurance Co of North America 43575 dba Sears Home Improvament'Products, Inc I Attni Risk Mana ggement E3 -219A MUM v 3333 Beverly Roatl y Hoffman Estates IL 60179 USA h4sun>�D. mmm E a COVERAGES • S =R applies per terms and condit ans of the pot cy THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDWO ANY REQUIREMENT, TERM OR CO NDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR -NIAY PERTAW. THE INSURANC9 AFFORDED BY THE POLICIES DESCRIBED HEREIN IS 5 TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LI TTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. UMCr9 SHOWN ARE AS REQUESTED LTR YPE T OF xfiUBANCE POLICY NUMM POLICY EFFXCrM POLICY WIRITION LIMITS LTR D ATVhEV= VA TIfflip_D_= A RAL UANLrff MD0624933398 08/01/2009 08/01/2010 EAcg OCCUIIRENGB S1,000,000 CaWMERMA .O L A=y DAMAGE TO RENIEt+ SS , 000, 000 CLAn"MADE ® OCCUR PR8LYII55S oCCw z4fto r" oat EXC u e c PERSONAL & ADV WMY $3,000,000 4' 09NERALACCZREC3ATS 35,000,000 CBIn AGWOATE LLMACAI+RM PER: PRODUcrs. COADW AGO SS , 000, 000 POLICY PRO• �_] LOC $ JECT w A AUTOMOMMLL,BILTrY ISAH 0857957A 08/01/2009 08/01/2010 COUBDMD A ANYAUT 38AH08519568 08/01/2009 08/01/2010 ty�� 55,000,000 ALL OWNEDAUIOS SODD.YIlYIURY SCI•iFOMM AUTOS 3 FRItPD ASTf= BODILY MMY NON ONNEDAUTOS (Par mddoo PROPSRTYDAMAM Rwa) GARAGE UAAMM AM ONLY -EA ACCIDENT ANY AV70 O'fHIIRTxAN EA ACC B AtTrO ONLY i AM EXCF88 EmaES u L LOU= SACK OC CURRENCE M OCCUR rj CLAW MADE AGC UOATE DEaLTn I,B RETENTION A WORKERS COMENSATION AND X bYATIS 0TH. A EWPLOYERV LIOU Y CA , usYPSOaxterox�PAxr�i�rL crrnvs SCFC45701220 08/01/2009 08/01/2010 s� -EACH A�� 31 a F- WAMMMED? WLRC4570007 08/01/2009 08/01 /Zola EI. a ffi&L4fi•EAEIva'LOYEB S1,000,000 1 GeaN» widw SPECIAL PROVIS[ONS glow All other States E•L.MSEASS-POLICYUM $1,000, 0 OTHER DISCRWnON AAD%b SYENDORS6N1$N?ISPECUL PRGVWONS Alfred w. Nyma�nn, or. , License #CGCO12538 located 6 1024 Florida Central Parkway, ton od, EL 32750 and Alfred W. Nyman Jr., Licens #CMC1249510 located 3 1024 Florida Central Parkwa Longwood, FL 2750. Dell R. Hoyt License # CRCt� located 0' 1024 Florida Central Parkway, Longwood, FL 32750. CERTIFICATE HOLDElt CANCELLATION Ci t of Mi ami share SHOULD AN OVE Y OF nM AB DESM B ED POUCIES BE CANCELLED SWORE TIM IMMATION 100 ?Q NE 2nd Avenue DATE T. BBREOF, THE ISFJWO INSURER WILL ENDEAVORTOMAIL Miami shores FL 33138 USA 3 o A sNNOVC8TO CBRTIFlcATEHOLM NAMED TO THE LEFr, oF Y KIND T E L�� UMMAGER S OR RUMSENT�ATIVES. AUTHORMORUMSENTATM ACORD 25 (2009101) 01988 -2009 ACOZ CORPORATION. All rights reserved - The ACORD name and logo are registered marks of ACORD Miami Shores Village i, IVP o i ll'{ �o � Building Department BY 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circ Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) � L+ «L ��t = Phone# 5011 , — 0988 Owner's Address M' 166 7"" City ,/� ✓/ State Lca�� r Zip (c Tenant/Lessee Name Phone # Job Address (where the work is being done) / � / %/14/ 110- f City Miami Shores Vilke County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO 1 Contractor's Company Nam Phone # !�YV' S—Vo ' J / Contractor's Address / Gs/ ti c/ City i. nw &- 1"•t State fZ Zip 6 397 Qua lifier Name /1 � 6 Phone # State Certificate or Registration No t65C ! A I 3e Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ _i I Ich -1 Square / Linear Footage Of Work: /7(p,, Type of Work: ❑Addition ❑Alteration ❑New El ❑ Demolition Describe Work: � / 1,� 7 f,�, CC (,7,� IM�'f�t? A t) mittal Fee $ •00 Permit Fee $ CCF $ CO /CC w uu� f otary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ 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 State Zip Application is hereby made to obtain apermit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding ,$2500, the applicant must promise in good faith that a copy of the notice of commencement acid 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 b approved and a ei pection fee will be charged. Signature Owner or Ant Cont actor The foregoing instrument was acknowledged before me thi (0 The foregoing instrument was acknowledged before me this day of 20 , by L o di ne -- day of E�1C , 201? , by VJ A VN 'CA , who is personally known to me or who has produced FL 1J L who is p ersonally know to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: — NOTARY PUBLIC: , ;• *' GEOCONDA BONILLA I*; : MY COMMISSION # DD960096 V Pp , OBE TIERREZ J Sign: , E XPIRES January 05, 2014 of lic t f Flor' Sign: _ Print: � o ;�1 I M Print: mi 629 y ". My Commission Expires: My Co APPLICATION APPROVED BY: J® Plans Examiner Engineer Zoning (Revised 02/08/06) V%4 .. •, •. • z —1116,11111M. c Ely," now mmm T ONE no mom -- mmmm mom MENNEEN to AFA `�E • ��1111 �`wl� ' �.�.'1RiTI.T.l f.,ij� /� T` • u�� qT r X7Ji.'r 1L..iltill F. m ilmli I ALI 1 1 1 TFRI # # • ♦ • f' C f • v w - • �� lam �jj��'' rs �, Ir 1 't 9 ' t a WIND02 v2 -21 Simplified Wind Load Design (Method 1) per ASCE 7-05 Description: JENNINGS RESIDENCE 149 NW 107TH STREET MIAMI SHORES FIA Mal sls b : EDWARD TORRES, R.A. V Basic Wind Speed 140 mph Cat Structural Category (1, 11, RI, and IV) 11 Exp Exposure Category (B, C, or D) C RHt Ridge Height 12 ft Eht Eave Height 9 ft Ht Mean Roof Height of Building 10.50 ft Theta Roof Angle 5.71 Deg L Length of Building (If Gabled roof, along Ridge) 36 ft B Width of Building (Perpendicular to Ridge) 60 ft Lambda Adjustment Factor for Building Height and Exposure 1.21 1 Importance Factor 1.00 a 10% of Least Horiz Dim or 0.4h, whichever is less 3.60 ft 2a Length over which Zone A acts on Each Comer 7.20 it © O F gig E e a • pn.._ B ) Transverse , LtxsgrturTinet Wind Pressure ps ( on Main Wind Force Resisting (MWFRS Zones Load Horizontal Pressures Vertical Pressures Overha s Case A C F H OH OH 1 38.32 -19.21 25.39 - 11.43 -45.13 -25.93 -31.46 -20.03 - 63.28 -49. 2 0.001 0.001 0.001 0.nn 0.00 0.00 0.001 0.00 0.00 0.00 . .. Notes: '. .: .�: :.: •. * ps = Lambda * I * ps30 •. • ..: ' •: • • • • • 2 4 2014 wwwr.mecaconsuffing.corn :.'•: :: Pai�e�aof� �s r WINDO2 v2 -21 Simplified Wind Load Design (Method 1) per ASCE 7 -05 Description: JENNINGS RESIDENCE 149 NW 107TH STREET MIAMI SHORES FLA Anal la q: EDWARD TORRES, R.A. Flat Roof Hip Roof (7 < 0 :9 27°) Gable Roof (0:5 r) Gable Roof (7° < 0:5 45 °) 0 r z p EM zoa El 0wwz Double Click on an data e LrE line to receive a help Screen Wind Pressure on Components and Ciaddin C&C Description Width Span Area Zone Pressure (psf) ( ft) (ft) ft"2) Positive lNegative 4. WINDOW 6.2 5.16 31.99 4 39.76 -43. 8. WINDOW 4.42 4.2 18.56 5 41.06 -53.80 12. WINDOW 4.33 4.2 18.19 1 5 41.13 - 53. 13. WINDOW 9.25 4.2 38.85 4 39.18 - 42.81 15. WINDOW 9.16 5.16 47.27 5 38.47 -48.62 16. WINDOW 2.16 4.08 8.81 5 42.71 -57.11 17. WINDOW 6.16 5.16 31.79 4 39.78 -43.41 •• • • • • • • • •• Notes: �' • • • • Zones 2H and 3H represent roof overhangs : : • • Zones 1, 2, and 3 represent the roof • .' ;' • .' :.. • . • Zones 4 and 5 represent the wails ••. ... www.meeaconsulting.com : •: :Page ofe; EDWARD TORRE REGISTERED ARCHITECT e RLEWED ® REVISED AND RESUBMIT REVIEWED WITH N9PTIONS ® R ECTED ctions o ®rn a4 U - 1- 91 mi Is or MIAMI"PAPEM vi ve n actor !an G P� U rr m . they dra iD$ COUNTY KX=A specifications. iris check Is only for revieva o~ r ' c�O�t� �e with G�� design concept of � � 8 Fl.AC�F.�di BIJIIJ?3IN4 SUIIJ)ING C01?1 CC) 6 ')The contractor is rc S7PR T, SUM 1603 PRODUCT C 3L D .FLORIDA 33130.1533 M E inq and correlating all quantities and di I FAX372 -3339 MoBact6n tabric ation processes and technique + NOTT OF AQ ` ng Nis work with-that Il �de.�clvlbui PGTlixttdusqjes, IRe. Tra cm @n oFminq his work 6n o � .Q and sadaVactou7 107 Techuology,DdQ Mkolo k, n 3075 Date ' FEB 2 4 2010 By SCOM: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The docuv=tation submitted has been reviewed by Marui -Dade County Product Control Division and accepted by the Boar of Rules and .Appeals (BOR,A) to be used in Maxni bade County and other areas where allowed by the Authority Having Jurisdiction (AM). This NOA shall not be valid after the expiration tion date stag below. The Miami Dade County Product Control Division (In Nflari i Dade County) axiftr the AHJ (in areas other than Miami Dade County) reserve the right to have this product or materiel• tested for quality. assurance purposes. N this product or material fails to pmfarrm in the accepted manner, the manufacturer will incur the expense of such tufts and the AHJ may ifnmeda'ately 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 Mxam i Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This m ly with the Flodda Building me ud the High Velocity Hurricane ane Zone. DESCRIPTION: Sexles "HR -714" Ahrmmuiri Horizontal Roller Window -- L.M.X. er Window, impact", sheets 1 through 11 of 11, dated, ia2t=006 with the latest revision "C" dated 04115/207, prepared by POT Industries, Im, dated 4811p1=, signed and sealed by Robert L. Clark, P-., bearing the Miami -Dade Coutity Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. NIISSII.E IMPACT RATING: Large wooe and 3xns4 lie impact Resistarut LABELING: Each unit shall bear a pemanent label with the manatacturces 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 thus has been no change in the applicable building c9de negatively affecting the perf=301= of ibis product. TE RMINATION of this NOA will occur after the expiration elate 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 NQA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEIV. xNT: The NOA number preceded by. the words l isi ni- -Dade County, Floxida, and followed by the expiration date may be displayed in advertising literature. ff any portion of the NOA is displayed, then it shall be done in its entirety • • 00: • • • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufadlirer o4ts• * :::: •: ' • distributors and shall be available for inspection at the job site at the request of the Buildinj t ialp: •' :: • •' This NOA revises NOA No. 064MM and consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above, •. • • • � • The submitted docuxnenU=n was reviewed by Manuel Peres, P.E. . . .. .. . . . . . • NOA No 074815.0 • • • • ° Y EWE ration Date: December 21, 7011 Approval DatV. jativary.03,.2%W. • • . • i 17 :.•.:::::.•.: .... ...... . ' x i PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28 /2006 with the latest revision "C" dated 04 /15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. CIark, P.E. B. TESTS I. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) 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 24113.2. 1, TAS 202 -94' Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4858, dated 03108/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC.TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. I°I.'L -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) ....... . .. .. . ........ . •• ••• • •• • • • •• ••• Manuel �r , ••• ••• Product Control r NOA No 07.0 .09 Expiration DMI Z1ece &bor 11, Approval late: Janitai{y Q3, 2'b08: • E -1 000 • .•. . i t PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10 /26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS L Notice of Acceptance No. 05- 1208.02 issued to E.T. DuPont DeNemours far `T1uPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS I. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03%08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact approved on 12/21/2006 and expiring on 12/21/2011. . ...... .. ... ... . .... . ... .. . .. . • ... . u� P aez, • • Product Control Exa NOA No 07- 0815.09 Expiration 1510e::Dec"r:2f A11 Approval &ate� 3 �SU •• . a�ry�t?3, j00A • • • . ... 0 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A 5116' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER B. Sf W LAMI CONSISTING OF (1) LITE OF v8' ANNEALED GLASS AND (1) LITE OF 116' HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 16' LAMI CONSISTING OF (2} - WITI I AN .0 DUPO B AC AFE MAXIMUM PVB INTERLAYER 0.7/16• LAMI CONSISTING OF (2) LITMS OF SM8' ANNEALED GLASS WTIN AN :080 DUPONT BUTACITE OR SAFLEXATEPSAFE MAXIMUM PVB INTERLAYER E 7f I8' LAMt CONSISTING OF (1} LITE OF 3118' ANNEALED G AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR NOA DRAWING MAP INTERLAYER SHEET F. Mir LAW CONSISTING OF (2) LTTES OF 3M6' HEAT STRENGTHENED GLASS 1 4'RH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM FVB INTERLAYER. GENERAL NOTES ......... 1 GLAZING DETAILS ».....„,..2 G. 13/16' LAMI IG: (1) LITE OF 116' OR 3M6' ANNEALED (MIN.) GLASS, 5118' OR 3/8 AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 118• ANNMLED GLASS wrrH A DESIGN PRESSURES__._ 3 .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS. „.„.„„.. „._„ 4 VERT. SECTIONS... „_...„ 5 H. Mir LAMI IG: (1) LITE OF 118' OR Wr ANNEALED ( MIN.) GLASS, 6/16' OR 3/6' AIR SPACE AND 5118` LAM( CONSISTING OF (4) LITE OF 118' ANNEALED GLASS AND (1) LIM HORIZ. SECTIONS„....„._. 6 OF IV HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACTTE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER PARTS LIST . „....._.. 6 EXTRUSIONS...„....„......„ 7 1.13/16' LAN IG: (1) LITE OF IV OR 3118' ANNEALED (MIN.) GLASS, 5116' OR 318' AIR SPACE AND 5116' LAMI CONSISTING OF (2) LITES OF 116' HEAT STRENGTHENED GLASS CORNER DETAIL_ „.. „_... 5 WITH AN .080 DUPONT BUTACtTE OR SAFLEXIKEEPSAFE MAXIMUM PV13 INTERLAYER. ANCHORAGE_.. „_..__.. -- 8.11 J. 13116' LAMI IG: (1) LITE OF 118” OR 3M6' ANNEALED (MIN.) GLASS, 3118' OR 1/4' AIR SPACE AND 7116' LAMI CONSISTING OF (2) LITES OF 3M6' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER K.13116' LAMI IG: (1) LITE OF IV OR 3118' ANNEALED (MIN.) GLASS, 3118' OR 114' AIR SPACE AND 716' LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER L 13116 LAMI IG: (1) LITE OF IV OR WIT ANNEALED (MIN.) GLASS, 3116' OR 1W AIR SPACE AND 7118” LAMI CONSISTING OF (2) LITE$ OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTMRLAYER 2. CONFIGURATIONS: M XO• XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 M S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 331/3'% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. m O��EWSM 5. SHUTTERS ARE NOT REQUIRED. O nsw No a o f� E�ri,aliao 1>eto o ` S. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Product i • i i ^ 7. REFERENCES: TEST REPORTS FTG4858, FTL -1859 AND FTL -5330. Dt • • [� i • ELCO TEXTRON NOA: 0"721.01.03 -WSMS • • • e i • • • s ANSVAF&PA NDS -20M FOR WOOD CONSTRUCTION • e • • s • • • • ADM -2005 ALUMINUM DESIGN MANUAL eii•ie • • • • • • • • �8. iHIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, THE HIGH VELOCITY C • • • • I<RALICANE ZONE (HVHZ),I l�il 14�i , OINRk4!U1NG i•ie• 9 � i••••• •i•• F_ a ADD FM —'UW TO NOTE87& OHO. NOTES 70 Ot1RRENTW A i • wfu l cxwoLOa1— GENERAL /STtU'I • 1 • i F 171M 8 CHANCE TO ASTM E 1900-02 I N0M_WS. FL 34V5 1e` _ _ L Clerk. P.E •' •” • • 'doe A A D D saacSa/M NO7E 1, TECH. REF NOT87 &NOTE & P.rT sox /b2B AL UM. HORIZONTAL ROLLER WINDOW, IMPACT PE #39712 • • Noxwas.FL3axra Yfsfb$Bauer Qi Hr:7ro NTS — 1 > 11 412710 C skuuturet • • • wi i : • • • • • �X oe J.f. 3231128 i•is 21 50 21 50 G ] EXTERIOR INTERIOR GLASS NOM. SS BITE 112' NOM. GLASS BITE 55 [� (ALL SECTIONS) 51 60,61,62 51 63,64,65 11S" ANNEALED OR HEAT STRENGTHENED GLASS 3Mer ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS . 3116+ANNEALED OR HEAT STRENGTHENED GLASS 6/16" NOM. 718" LAMINATED 5/16" LAMINATED GLASS 7116° LAMINATED GLASS 21 50 21 50 IW NOM. 112" NOM. 59 GLASS BITE 59 GLASS BITE 52 � 52 66,67,68,69,70,71 72 73 74 75 76 77 PnoDUCrnevsssD + + f + f = c=ra7mg vv6 the Florids 9uIIdMp Cod9 118" ANNEALED OR HEAT STRENGTHENED GLASS NJ 3116' ANNEALED OR HEAT STRENGTHENED GLASS A=*nro Ne o O .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 9 118" ANNEALED OR HEAT STRENGTHENED GLASS 3116° ANNEALED OR HEAT STRENGTHENED GLASS B 6116" LAMINATED 7116' LAMINATED p • • • • 5118' OR 3/8" AIR SPACE 311(r OR 114" AIR SPACE • • • 9 w • • • • • • 1/8" OR 318" ANNEALED (MIN.) GLASS 116' or 3116' ANNEALED (MIN.) GLASS • • • • s • • • • • e 1318• NOM. 13/16" NOM. • • 0.900• • • 9 13/16" LAMI IG GLASS W/ 5/16" LAMI 13116" LAMI IG GLASS W /7/16" LAMI • 0 0 • • r• •• 060.0• 0 • • F C NO CHANGE THI EET S •9••• 6•••�• GLAZINGDE7AILS • • 0 0 0 0 Fi4 P CA Im B NO CHANGETHfS SJ�EEf �o ° � :0000: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F A ADOAY SPACEDII WLWIGDETAILS P.O. SOX IBM LClark.P.E. ", NOKO1.uS. R.3ma Vuffih Betar I — PE 039712 s • • • • • • 6 e • d�L 3123 8 rrrnro Full + I w 4127- -10 C • • • w s e •999•• ••696r TABLE 1. XOX (114,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 50 SIT" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 .60.0 +60.0 -60.0 +60.0 -60.0 ev" A,B,G,H +60.0 -60.0 +60,0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 318" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A B,G,H +60.0 - 60.0 +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 54.6 +51.7 51.7 111" A,B,G,H +60.0 .60.0 +60.0 -60.0 +60.0 • -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -69.5 +53.6 53.6 +50.9 -50.9 UP TO 111" +60.0 UP TO 111" D,E,F, J,K,L +75.0 1 -75.0 T XOX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7116" A,8 C, G,H,1 +60.0 60.0 TO 86 7116" D,E F . J,K,L +75.0 75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE W 36" 38 318" 48" 50 Sf8" 54" 60" 63" 60" A,B,G,H +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 -75.0 +75.0 75.0 +75.0 75.0 +75.0 -75.0 +75.0 75.0 66" A B,G,H +75.0 75.0 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0. -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 70.2 72" A,B,G,H +75.0 -75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +75,0 75.0 +75.0 75:0 +69.6 -69.6 +65.2 -65.2 74" B G H +75.0 -75.0 . +75.0 75.0 +750 75.0 +750 750 +750 750 +750 750 +681 - 63. ........ �' •• ° C,D,E,F, iBEL UP li TG 74 I,J,K, L +75.0 75.0 GLASS TYPES: TEST REPORT F 1. -4858 (XOX}, FTLA859 (OX & )(0) AND FTL5330 • • • s A. 6/16'"Ml - (118" A, .090,118" A) G. 13116" IAM IG - 118" OR 3116"A, 5116" OR 318" AIR SPACE, 5116" LAMI - (1 /8"A, .090,118 "A) Al • �• • • • � • B. �g" - (118" A, .090,118" HS) H. 13116" LAMI IG- 118" OR 3116 "A, 5116" OR 3 /8" AIRSPACE, 5116" LAMI - (1/8 "A, .090,1/8"HS) •••••� • • • • • • • • • • .090,118" HS} L 13116" L.AM11G -118" OR 3116 "A, 5116" OR 318" AIR SPACE, 5116" LAMI- {1!8"HS, .090,1!8 "HSj • • • D. iMlPKA1Vl1- (3116" A, .090, 3116" J. 13116" LAMI IG -118" OR 3116"A 3116" OR 114" SPACE, 7116" LAMI - (3116"A, .090, 3/16"A} • • • • • • E. - , . 16" HS} K 13116" LAMI IG - 1/8" OR 3/16"A, 3116" OR 114 SPACE, 7/16" LAMI - (3116"A, .090, 3116"HS) •••••• • • • • • • • F. ~`!t0'tAAll - {3/16" HS, .090, 3116° HS} iL 13/16" LAMI IG -1J8" OR 3118"A, 3116" OR 114" SPACE, 7116" LAMI - (3t16"HS, .1190, 3116"HS) • • • • • • • • • • • 0 %4 """ app WMGPAL FlNOPTffiM& t1PDATEASTME 13"DPS DESIGN PRESSURES � M.FLU 8 REVISE DPTASLES TOA3TME 130602 OtOKOFn3, F1.3a275 i Po ,� . ALUM. HORIZONTAL ROLLER WINDOW, I MPACT L. (2"dc. P.S. • • F a Darn SPacEaaleasrouotass TrPESGTNRUC nrnconns.axrra V£aat,&cr". PEOW1 •••••• :• JJ. 3 tuxYlo NTS 3 " 11 4127 -10 C Smucw.at • 4,4,4,4, • • 4,4,4,4,•• F 27 318' 27 318' 27 378' MAX. DLO 54 518• MAX. DLO FIXED MAX. DLO MAX. DLO VENT VENT FLICED D D B B B X O x X 110` MAX WIDTH I F. FRAME -- 5 7115' MAX. WIDTH I.F. FRAdIE 111' MAX WIDTH FLANGE FRAME I 715- MAX. WIDTH FLANGE FRAM J41J2 -114 DETAIL C - XOX (113 - 113 -113) NOTE: 33 9118 MAX, 33 915' 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FDCED C NT MAX SEALANT OR GASKET FLANGE AT HEAD AND SILL A A FIDE 15 55" CONFIG. 18- Max. M AX M DLO ALL FRAME 15 I.F. DLO ALL , / FWED _ , vrith Um Florida VENT$ 6 ? MAX F. •••• Aws,:::ace Nu o7` ,oq • • LITFS I.F. FRAME • • •••• • •• O X ALL « • • • • • • • • CONFIG. a • • • Y •••••• • I Miaau asc_ o • • • • • • • • • . 13 FLANGE FRAME ••••• • • •••••• , Q • • • i • • • • • • • • '' 73 MAX. WIDTH LF. FRAME VIEW D-D 0 • • • III+++ --- 74' MAX WIDTH FLANGE FRAME • • • • • • • • • • (FRAME CORNER CONSTRUCTION) � �✓ • • • • • • • • • 1 °r c� GONSTRUCTMDFrat FROUSHT. a ELEV TIONS ZIL Clw k �/ • • • 19t QdP M B N00MGETMSSNEET ' t+OtcOMi8�� 7F1 �S� • ee��c m — ALUM HORIZONTAL. ROLLER MNDOW, IMPACT • • • • • • see* F!4• 5l199� A NO CHANGETM3 SHEET P.O.80X 1528 1 P. E. aenvnamr ewra eta a.rywe. awr • • • • • • F.K. z2am j. t 33r29/OB NOxoadl8• FL 34274 I/tsibly Better Mt7ro` NTS 4 s 11 4127 -10 C s I I i INTERIOR 37 32 35 39 1 22 Q y 16 2 EXTERIOR INTERIOR 13 21 MAX. VENT DLO { •-- MAX. FIXED DLO —►I MAX. VENT DLO MAX. WIDTH (FLANGE FRAMED EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE�FRAME) MAX. INTERIOR 17 35 32 37 HEIGHT 39 FLANGE FRAME (� © VENT INN {L_JI Q 16 DLO MAX. FIXED DLO 22 }-�- MAX. FIXED DLO MAX. VENT DLO 43 MAX. WIDTH O.F. FRAMED 21 EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIVRAME) 24 8 22' 21 ©41 kiNTERIOR PRODUCT REVISED 12 a coaai ius %%Ab ft molds Gui:` ..'� C'odc EXTERIOR : l..' a No p4 • 12 I,— Dwc 2 r OII r • • 040000 EXTERIOR INTERIOR • •••••• •�•••� •••• 6 14 • • • ••...• '.. SECTION C-C ® SILL HEAD 0 0 • • • • • ' .(yI F.T ) (V FRAME) ,& (VERTICAL SECTION, I.F. FRAME) Q • ICAL SECTION, FLANGE FRAME ERTICAL SECTION I.F. (.F. FRAME • • • • • • • • • • F.;T. �r�/ a Cwx ADD MaEDRAL FW FRAME. ITEMS 44.42AND 43AND VIEW$ s . . � . 10M1W+ 0 • T sECnoNS • • F.R. 11U17 8 NO CHANGE THIS SHEET MOMAS. FL 34276 Tax • • • • • • • • • FJC� sn3�d a No CHANGETHi P.o. a"t ALUM. HORIZONTAL ROLLER WINDOW, IMPACT RobWt P.E. • • am.n csrc V m N;O ld FL 34274 VW66 &Twr 8 r`° 1t `°` $01 "` °'"c"'. n.., PE 4W12 0000 FJC y2g106 J.J. wzm HR740 N81f 5 s 11 4127 - C swdurm rWA DWGff DESCRIPTION MAIL PG!# rM DWGW DESCRIPTION MAIL PGTH 1 4102 A FLANC EFRAMEHEAD 6063 -TEAL 612237 66 aASSJ 13116" LAMI IG- 1 /8 "A,3J8 "AIRSPAM5 /I6" IAMI 1 /8"A .090P1B,1 /8 "A 2 4025 SASH STOP STD. ANTI LIFT CU 6063-T5 AL 612244 67 " 13116" LAMI IGI.1 /8 "A, 3 /8" AIRSPACE, 5116" LAMI (I/8"A,.090 PVB, I /8 "HS 3 #8 X 3/4 PH. PAN HEAD 7834AA 68 13116" LAMI IG•1/8"A, 318" AIR SPACE, 5116" LAMI 1 /8" .090 PVB, l /8 "HS 4 4053 SASH STOP COVER SASH STOP 6063 -TS AL 69 13/16" LAMI IG- 3/16"A, 5/16" AIR SPACE, 5116" LANH (1/8 PVB, I /8"A 6 4136 FLANCE FRAME SILL 6063 -T6 AL 64136 70 " 13116' LAMI IG- 3/16"A, 5/16" AIR SPACE, 5116" LAMI I /8"A, .090 PVB,1 /8 "HS 7 1 4137 1 ISKLADAPTOR. 6063 -TEAL 64137 71 " 13116" LAMI IG •3 /16"A,5 /16" AIR SPAM5 /16"LANG I /8 "HS,.090PV%1 /8 "HS 8 4131 ROLLERTRACK 6063 -TEAL 64131 72 13/16" LAMIIG•1/8"A, I/4" AIR SPA 7/16" LAMI 3/16"A,.090 PVB, 3/16"A 10 71298 WEEP HOLE COVER POLYPROP. 71298 73 " 13/16" LAMI ICr118 "A,1J4" AIR SPACE, 7/16" LAMI 3/16"A, .090 PVB, 3 /16 "HS 12 1626 ADHESIVEOPEN CELL FOAM PAD 7PAD1626 74 " 13116" LAMI IG•I /8 "A,1 /4" AIRSPACE, 7116' LAMI /16"HS,.090 PVB, 3116 13 40M A FIANCEFRAMEJAMB 6063 -TEAL 612225 75 13/16" LAMI IG•3116 "A 3/16"AIRSPACK7/16 "LAM! 16"A, .090 PYB, 3/16"A 14 4134 GASKEI' FOR MAIN FRAMESILLJOM 74134W/K 76 " 131 16" LAMI IG 3/16"A "AMSPACK7 /16 "LAMI 16"A,.WOP 3/16 "HS IS 1 155 #8 X 1.000 QUAD PN. SMS 781PQA 77 13116" LAMI IG3/16"A, 3/16" AIR SPACE, 7116" LAMI /16"HS .090 PVFL 3 /16 "HS 16 1 4110 G ISCREENADAPMR. 6063 -T5 AL 6411OG 90 1014 SCREEN FRAME OR & Vex 3105 -HI4 AL n 4054 B F>3cEDMEET1PiGRAIi. 60631iDT6AL 640544 91 1630 scReErrooRNtRKEYw/RING POLYPROP. 19 4066 W SIT,.167 X.230, FIN SEAL 640660 92 1631 SCREEN CORNER KEY W /OUT RING FOLYPROP. 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 93 1073 SCRENN SPRING ST.ST. 22 1683 1 WSTF ,.250 X.270 BACK, FIN SEAL 61683G 94 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 23 225-1 1 ROLLER HOUSING& GUIDE 42112HD 95 1635 SCREEN SPLINE-.135 DIA. HARD EM PVC 24 226 1 BRASS ROLLER W HEELS BRASS 7BRWM 2 96 SC REEiV (1AI IL 29 4128 IHORIZONTALROLLEKSASH TOP GUIDE POLYPROP. 44128N 32 4006 D ISASHNfiMTNGRAIL 6063HS -T6 AL 64006 2 710 33 1235 WSTP,.170 X.270 BACK, FIN SEAL 67S16G 35 1096 SWEEPLATCH DIE -CAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL. 6063 -T5 AL 64126 2.624 38 1683 WSIP X.270 RAM FIN SEAL 616830 [aj. 39 7070 BULB WEATHERSTRIP.187X.275 67070K F.O82 40 1 LIFT RAILC OVERCAP 74078"C" LORR 41 4139 IF . FRAME HEAD 6063 -T6 AL 64139 Q 42 4140 I.F. FRAMESILL 6063 -TEAL 64140 Q 41 © I.F. FRAME HERO 43 4141 LF.FRAMEJAMB 6063 -TEAL 64141 ® 841ae .8063TB 50 C LAZING SIIICO DOW 999,995 OR UNALENT 51 1224 VINYL GAZING BEAD BULB CK) CM47W 52 1225 maAZINGBEADBULB 6TP248K PROjA3gn§ Vi mft • • • • 53 4039 B GAZINGBEAD -5116" 6063 -T5 AL 64039B 2 784 • • AccaptnnceNn O - O • • • • *00* 54 B QAZING BEAD - 5116" W /aUll KIT 6063 -T5 AL 644703 F 988 3152 13 - 2 / • • • 55 6 4222 A (MAZINGBEAD- 7/16" 60)63-T5 AL 64222 sy •••••• Pr s • • • • • • • 56 985 C Ci{AZINGBEAD - 7116" WJG2ILL KIT 6063 -TS ,082 S AL 6985 1 • 59 C3.A 7 ZING BEAD - 13/16" 6063 -TS AL 64067 • • • 60 GLASS 5/16" LAMI U8" A,.090 P 118" A 4.3 I.F. FRAME JAMB • • • • • • • • • • • i 61 • 'b 5/16" LAMI (1/8" A .090 PVB,1J8" HS Q #4141.6063-TS L • • • • • • • 62 16" LAMI 1 / 518" HS, 090 PVB, I/8" HS ••••• •••• 63 ••s• 7/16 "CANT 3116"4,.090 3i16"A 2.710 -J • • • • 0000 64 10 •'• • 7/16" LANG 16" A, .090 PVB, 3/16" HS I. FRAME SILL :0000: • 65 • • • lb • 7116" LAMI /16" HS, .090 PVB, 3116" HS @ A #4140, •••••• Visibly Bauer . •• . •• " Ki �jlgs/• x.0 AppffEM41,42443 " �•�•• PART-q- UST 9 / �� • • • -it* 101471P10 8wwe,e NOCNANGE7HfS SHEET � �ieGMNO1.�tORNE � o • ALUM. HORIZONTAL ROLLER WINDOW, IMPACT LCu*P.E. 600908 • • • • FA &IJAMP A ADD SPACE D1bt&MONS 1TEMSSo THR n. FL 34274 PE 039772 PaB9X sae , ,, , .., • • ea avx ms NOKOM�9. *000 Fx z2E/OS r 1. 5/23PoS ttR7ro N7S 6 s 11 4127 -10 C s uutuaw 1.187 �-+ '1140 738 352 ij 1+1.443 -►I 1 SASH STOP COVER 1 3. (so #4053,8063-75 1 l- r2 L 2.71 --I . — -- 2.710 ---►{ FLANGE FRAME HEAD 36 HEAD FLANGE FRAM SILL 7 FRAME SILL ADAPTER T' I- 2.784 — 1 J E #4137,6083 -T6 1 1I 1.363 .062 061 1. s7 13 FLANGE FRAME JAMB #4002A, 6063 -T6 S #4025, 6063 -T5 O HORIZ� ROLLER 6083 -T 17 FIXE 0543 6OWliD: 6� .062 7s 2 .� 7 050 1 . -�j9, � 1 .678 { 1.081 z 1.098 21 SASH TOP & BOTTOM RAIL 32 SASH MTG. RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD , 5/16° #4133,6063 -T5 #4008D,6083HSJ6 # 4128,6063 -T5 #40398 PROWUCTRmsm • • • • a�`ai`h ax Ptorida • • • • • • • • • � •� � _L_.� Ezpkg[wn Dam Z 10, sees•• �nGn • • • • • • • • � • �• .878 '� � .878 .683 � Ptodu�t • • • • • • • i _ 1.086- 1 —1.097 • TTT��iii • • • • • • '• GLAZING BEAD, 5/16° 55 GLAZING BEAD 7/16° 5 6 GLAZING BEAD, 7/16" 59 GLAZING BEAD, 13/16° sees•• • • • • • • • • • • #40446,6083 -T5 #4222A, 6063 -T5 #985C,6063 T5 #4067,6063•T5 • • (USED W1 GRIL. Kfn (USED W! GML. KIT) sees• sees sees • • sees sees • sees•• • • sees•• • • • • • • • • • • F.K i�1Wi7i C No CHANGE THiS SHEET EXTRUSIONS �U 0 7 • • • • +gym+ • • • F. t0iWO 8 NO CHANGE�MSSHEET NOKOM79.FL34M T� • a« • ALUM. HORIZONTAL ROLLER WINDOW, IMPACT • • • • • • • • • • F.X VISAV► A NO CHANGE TMS SHEEP P.0 807(1519 Rotwt L Clink, RE • • cmn omc a Vein NOKOtA1 FL34V4 YISIG &fur 8 ` 8 1° " PE#39712 • • • • F.K. Waw Z. 3123106 HR7+0 Nalf 7 + 11 4127 - 10 C suac7u�a7 t i ANCHOR QUANTITIES, XOX 1/4- 112 -114) WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G,H,I GLASS TYPES D.QF,J.K.L R TYPES: ANCWRTYPEt 2,3, WOOD 2, CONC 1, CONC $3, WOOD 2, CONC 1. CONC t -114' E[ CO TAPC.ON - 114' ELCO SS4 CRETE - FLEX 3 - #12 STEEL SCREWS (GS) &SUBSTRATE E S S N N w a� rn m rn m 2. GLASS TYPES: WINDOW 8128 HEAD & SILL � HEAD & SILL HEAD & SILL HEAD & SILL � HEAD & SILL HEAD & SILL m A. 5H6' LAM[ - (1/8',0,.090,118` A) W Y H ai a i • < B.5115'LAMI (IVA,=,IVHS) 53.125x 3&375 1+C2+1 +C2+1 2 t +Cx +1+C2 +1 2 1 +C2+1+t2+1 2 1+C2+1 +Cx +1 2 1+C2 +1 +C2+1 2 1 +C2+1+C2+1 2 C•5 /16' 118 0 0 1 6" LAM - 3/1 ",0.090.3118 4&000 1 +C2+1 +C2 +1 3 1 +C2+1 +C2 +1 31 1 +C2 +1+C2 +1 3 1+C2 +1 +C2+1 31 1+12 +1 +(2+1 3 1+C2 +1 +(2+1 3 50.825 1 +C2 +1+C2+1 3 1 +C2+1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 1+C2 +1+C2+1 3 F•7118°LAMt- (3/16' HS,.090,3M6"HS) 6-.13/16' LAN IG - 118° OR 3/18' A, 5116' OR 318' SPACE, S/16" LAMI - (1/8',0,.090,1/8' A) 54.000 1 +C2 +1 +C2 +1 3 1 +C2+1+C2+1 3 1 +C2 +1 +C2+1 3 1+C2 +1 +C2 +1 3 1+C2 +1 +C2+1 3 1 +(2+1 +C2+1 3 H. 13116' LAMI IG -1W OR 3/16' A. 5/18' OR 30 SPACE, S/18' LAM • (1!8' A,.090, IV HS) 60.000 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1+C2+1 3 1 +C2 +1+C2 +1 3 1 +C 2+l+C2 +1 3 1 +C2 +1 +C2+1 3 L 13/16" LAMI IG - lW OR 3116' A, 5116.OR 3/8° SPACE St16- LAINI -(118' HS,.090,118' HS) J.13115' LAMI IG -118' OR 3116° A. 3116' OR 114' SPACE, 7116- LAMI- (3116- A .O9o, 3M A) 63.000 1 +C2+1 +C2 +1 3 t +C2+•1 +C 2+1 3 1+C2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1+C2+1 3 1+C3+1 +C3+1 3 K.13MO LAMI IG -1/8" OR 3116' A. 3116' OR 114' SPACE, 7/18° LAM - (311(" A,.090, 3N 6' HS) 60.000 x 38.375 1 +C2 +1+CZ+1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2+1 2 1+C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2+2 +C2+1 2 L. 13116' LAMI IG- IV OR 3116'& 3118' OR 114' SPACE, 7H6" LAM] - (3116' HS..090. 3/1e' Hs) 4&000 1 +C2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 1 +C2+1 +C2+1 3 1 +C2 +1 +C2+1 3 1+C2+1 +02+1 3' 1+C2 +2 +12+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 60.625 1+C2 +1 +C2+1 3 1+C2 +1+C2+1 3 1 +C2 +1+C2+1 3 i+C2+1+C2+1 3 1+C2+14M +1 3 1 +C2+2 +(2.1.1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN GO TO NEXT LARGER WINDOW IN TABI - E. 54.000 1 +C2+•1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2+•1+C2 +1 3 1 +C2+1 +C2 +1 3 1 +CI +1+C2+1 3 1 +C2 +2 +C2+1 3 HEAD & SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. s.0m 1 +Cx +1 +C2+•1 3 1 +C2 +1+C2 +1 3 1 +Cx+1+CZ+l 3 1 +Cx +1 +C2 +1 3 1+C2 +1 +(2+1 3 1 +p +2+C3+1 3 9 314' MAX. FROM CORNERS. . JAMBS: " MAX FROM CORNERS AND 22112' MAX. O.C. 63.000 1 +C2+1 +C2+1 3 1 +C2 +1 +C2+•1 3 1 +C1+1 +C2+1 3 I+C2+1+M +1 3 1+C2 +1 +C2+1 3 1+C3+2 +C3+1 3 TABLEKrY. 74,000x3&376 1 +C2 +2 +C2+1 2 1+C2 +1 +C2+1 2 1+C2+2 +C2+•1 2 1+:0.1+2 +CZ+1 2 1+C2 +2+C2 +1 2 1 +C2 +2 +C2+1 21 X O X 46.000 1 +C2+2+C2+1 3 1 +C 2+1+C2 +1 3 1 +C2 +2 +02+1 3 1 +p+2 +C2+1 3 1 +(2+2+(2+1 3 1 +C2+2+C2 +1 3 i l+C3+4+C3+11 3 ANCHOR QUANTITY PER JAMB 50.825 1 +C2+•2 +C2+1 3 1 +02 +1 +C2 +1 3 1+C2+2+02+1 3 i +C2+2+(2+•1 3 1+C2 +2+C2+1 3 1+C2+2 +C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 54. 0 1 +C2 +2 +C2 +1 3 1 +C2+1+C2 +1 3 1 +C2 +2+CP +1 3 1 +C2 +2+6-2+1 3 1+CZ+2 +(Z+1 3 1 +C 3+•2+p+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 60.000 1 +C2 +2+C2+1 3 1 +C2 +1 +C2+1 3 1 +C2+2+C2 +1 3 1+C 2+2+C2+113 3 1 +C2+2+C2+1 3 I+C3+2+C3+1 3 ANCHOR AT EACH OPERABLE VENT 63.000 I+C2+2+C2 +1 3 1 +C2 +1 +C2+1 3 1 +p+2+p+1 3 1 +p+2 +C3+1 3 1 +C2 +2+C2 +1 3 1 +p+•2+C3 +1 3 PLUS (4) ANCHORS AT FIXED SECTION. 84.000 x 38.375 1 +C2 +2 +C2+1 2 1 +C2+2+C2+1 2 1 +C2 +2+(21.1 2 1 +(2+2+(2+1 2 1 +(x +2+•Cx+.1 2 1 +C2 +3+C2+1 2 (12) ANCHORS TOTAL AT HEAD AND SILL 4&OM 1 +C 2+2+02 +1 3 1 +C2+2+C2+1 3 1 1 +C2 +2+•C2+1 3 1 +C2 +2 +C2+1 13 1 +C2 +2+C2 +1 3 1 +p +3+C3+1 3 (3' MIN. O.C. ANCHOR SPACING) 50.825 t +C2 +2 +C2 +1 3 1+C2 +2+C2 +1 3 1 1+C2 +2 +C2+1 3 1 +(2+•2 +(2+1 3 1 +C2 +2+C2+1 3 1 +p+3 +C3+1 3 54. 0 1 +C2 +2 +C2 +1 3 1 +C2+2+(2+1 3 1+C2 +2 +C2+1 3 1 +C2+2+C2+1 3 1 +Cx +2+C2 +1 3 1+C4+•3+C4+1 3 4' ° MIN 80.000 1 +[x+2+(2 +1 3 1 +C2 +2+C2 +1 3 1 +p+2+p +1 3 1 +p .. . a +2 +C3+1 3 i +C2+2+C2 +1 3 1 +C4+3 +C4 +1 3 ..L_ 83.000 1+12+2+C2 +1 3 1 +(2 +2+C2 +1 3 1 +C3+2 +C3+1 3 1 +C3+2 +C3+1 3 1 +C2+2+•(2+1 3 1 +C4 +3+C4 +1 3 9' REF. X 101375x 38.375 1 +C2+2+•C2 +1 2 1+C2 +2+•(x+1 2 1 +C2+3+C2 +1 2 1 +C2 +3+C1+•1 2 1+p +3+C2 +1 2 1 +C2 +4+C2+1 2 1 48.0 1 +C2 +3+C2+1 3 1 +C2 +2+C2 +1 3 1 +(3+3+(3+1 3 1 +Ci +3 +C3+1 3 1 +C2 +3+C2 +1 3 t +p+4+p +1 3 MTG. RAL TYP e ccr..p; m rdth il c FLwi+Ia • • • • 50.825 1+•(x +3+(x+1 3 1 +C2+2 +C2+1 3 1 +C3+3+03 +1 3 1 +C3+3+C3+1 3 1+W3+C3+1 3 1+p +4+C3+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS �A • • • 0000 • • s3abt� 1 +C3+3+C3+1 3 1 +C2 +2+C2+1 3 1 +C3+3+p+1 3 1 +p +3+C3+1 3 1+C3 +3+C3+1 3 1 +C4M +04 +1 3 (SHOWN IN TABLE KEY ABOVE) • • • • SW* 1 +C3 +3+C3+1 3 1 +C2+•2 +(x+•1 3 1 +C4 +3+(4+1 3 1+04+3 +041 4 1 +C3+3+C3+1 3 1 +C4 +4+C4+1 3 •••••• 253l4'MAX • • • • • • • • • 83.0 p t ++3+t3+1 3 1 +C2 +2+C2 +1 311+04+3+C4+11 3 1+6-1 +3+04+1 4 1+C4 +3 +CA +1 3 1+(5+4+(5+1 3 • illA 8.118" 1+C2 +3+C 2 +1 2 1 +p+•2+C2+1 2 1 +C 2 +3+C2+1 2 t +C 2 +3 +Cx +1 3 1 +C2 +3+C2+1 2 1 +C2+4 +Cx+•1 2 ( 1 -M �• • • • • j_ 1-3 MIN. •••••• • 90 i +(2+3+(2 +1 3 1 +(2+2 +(2+1 3 1 +C3+3+p+1 3 1 +C;3+3+p p p +1 3 1 +C2+3+C2 +1 3 t ++4++1 3 8 , � • • • • • • i • • • i i • • ta; 1 +C2+3+C2+1 3 1+C2+2 +C2+1 3 1 +p+3+p+1 a 1+p +3 +p+1 3 1 +C3+3+C3+1 3 1+C3+4 +C3+1 3 0 • • 1+6-3+3 +C3+1 3 1 +(2 +2+C2+1 3 1 +p+3 +C3+1 3 1 +p +3+p+•1 3 i+p +3+(3+1 3 tt *000 0 • • • 1 +C3+ 3+p+1 31 +C2+2+C2+131 +C4+3+C4 +1 31 +C4 +3+C4 +1 41+C3 +3+C3+1 31 +C4+4+C4+1 3 MTG. RAII.,TYP. i • * so : • • • • • • 1+C3+3+C3+1 3 1 +C2 +2 +C2+1 3 1 +C4+3+C4 +1 3 1 +6-4 +3+C4 +1 4 1 +C4 +3+6-4 +1 3 1 +C3tq +( 1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS • • •••.•• .. •• F ] C U PDATE r ABLE4 . sELECrvALUES DUE 70ANCUMCAR ANCHORAGE SPACING XOX 114 -112 -114 D7 taw lecnxatoaY ve txu •• • •• F. 6 J.J. 3/23108 REWSEANCHOR4GEFORMAT ., HEADS SILL CLOISTERS KKcm.FL942TS A IZT A At�SPACE DIMENSIONS GLASS TYPESGTHRUL PA.agma9 ALUM. HORIZONTAL ROLLER mNQOW, IMPACT Robert L. Clark, P.E. sw+wra a se.,e a.wgw. ae PE 1,038712 FJC �e _3 NOKOI+IS.ra arena vLUbtyB�rre 11 NTS 8 d 11 4127 - 10 C s� • • • • ?!28/08 ANCHOR QUANTITIES XOX 113- 113 -113 WINDOWS TABLES (VOTES: GLASS TYPES A,B,G,H GLASS TYPES C.O.E.F,IAK, L ARMR TYPE 2,3, WOOD T CONC 1. CONC 2,3. WOOD $ ;ANC 1, CONC 1. ANCHOR TYPES: & SUBSTRATE . ZONES ZONES ZONES ZONES ZONES ZONES . .. V ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2..GLASS TYPES: WINDOW SIZE HEAD & SILL I HEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL A. 63116' LAMI - (V8' &.090, V8' A) to w W v - B. 5116' LAMI - (118° A..090. 118' HS) 48.000 x 3&375 1 +C 2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2+1+C2 +1 2 1 +C2+1+C2+1 2' 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2+1 2 C. 5118' LAMI - (1/8' HS..090,118' HS) 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1+C2 +9 3 1 +C2 +1+(2+1 3 1 +C2+1 +C2 +1 3 D.7116' LAMI - (3116'A,.090,3H6'A) E. 7116' LAMI - (3116' A,.090, 3118' HS) 50.825 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 F.7 1}S LAMI- (3M6'HS « 090.3M6'HS) 54.000 1+C2 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1+C2+i +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +t+q+1 3 1 +CL +1 +C2+1 3 6.13/16' LAMI 10 -118° OR 3116' A, 5116' OR 318' SPACE, 5116' LAMI - (V8 A,.090, l/8' A) 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C 01 2+1 3 1+C2 +1+02+1 3 1 +C2+1 +C2 +1 3 1+C2 +1++1 3 H. 13116' LAMI IG - 118' OR 3116' A, 5M6 OR 318' SPACE, W16 LAM( - (IM - A,.090, 1/8' HS) now 1+q +1 +C2+1 3 1 +C2 +1 +q+1 3 1 +C2 +1 +22 +1 3 1+C2+1+C2 +1 3 1+C2 +1 +C2 +1 3 1 +C3+1+C3+1 3 1. 13116' LAM[ IG -11W OR 3118 A, 6116 OR 3W SPACE. 6116' LAM( -(1W HS,.090,1/6' HS) J.13116' LAMI IG - 118" OR 3/16' A, 3116' OR IW SPACE, 7/16° LAMI - (3116' A,.090, 3M8 A) 53.125 x 38.375 1 +C2+1 +C2+1 2 1 +C2+1 +C2 +1 2 1 +C2 +1+C2 +1 2 1+C2+1 +C1 +1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +q K. +1 T 13116' LAMI IG- 1/8 OR 3116' A, 3M8' OR 114' SPACE, 7116' LAM[ - (3118' A„090, 3116' HS) 4 &000 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C:2+1 3 1 +C2 +}+C2 +1 3 i+C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 L 13116' LAMI IG -118' OR 3116'A, 3118' OR 114' SPACE, 7116' LAM( -(3M6' HS,.090, 3116' HS) SM625 1+C2 +1 +C2 +1 3 1 +C2+1+C2 +1 3 1+C2 +1+C2+1 3 1 +C2 +1 +C2 +1 3 T+ 3 1 +C2+} +C2+1 3 2� WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING SCOW 1+02 +,+c2+, 3 1 +02+1+0= +1 3 , +rl+t+Mz l 3 1+02+1 +az +1 3 ,+•cx +l +cx+, s 1+C2 +1+CZ+•1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN. GO TO NEXT LARGER WINDOW IN TABL.6. MOM 1+q +1 +D2 +1 3 4 +C2+1 +C2+1 g 1 +C2+1 +C2+1 3 1 +C2+1+C2 +1 3 1+C2 +1 +C2 +1 3 1 +C3 +t +C3+1 3 63A00 1+C2 +1 +C;2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1+C2+1 +C2 +1 3 1 +C3 +1 +CS+1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 3&375 1 +C 2+1 +C2 +1 2 1+C2 +1+C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2} +C2+I +C2+1 2 1 +C2 +1 +C2 +1 2 � FROM CORNERS JAMBS: 8' MAX FROM CORNERS AND 22112' MAX O.C. 4 &WO 1 +C2 +1 +C2 +1 3 1+C2 +1 *C2+1 3 1+C2 +1 +C2 +1 3 1+•(2 +1 +C2 +1 3 1 +t2+1+(+} 3 1+C2+1 +C2 +1 3 TABLE KEY: 50.825 1+C2 +1+C1 +1 3 1 +C2 +1+C2 +1 3 1 +C2+1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1+(2+1 +(2+1 3 X_ O_ X 54.000 1+C2 +1 +C2+1 3 1+C2 +1 +C2 +1 3 1+C2 +1 +C2+1 3 1 +C2+1 +C2+1 3 1 +C2+1 +C2+1 3 1+C3 +1 +C3+1 3 }+C3 +1+C3 +1 3 ANCHOR QUANTITY PER JAMB 80.000 1+C2 +1 +C2 +1 3 1+C2 +1+CZ +1 3 1+C1 +1 +C 2t1 3 1 +C2+1+C2 +1 131+C2+1+C2+1 +C2+1 +C2 +1 3 1+C3+1 +C3+1 3 53.000 1 +C2 +1 +02 +1 3 1+CZ +1+C2 +1 3 t +C 2 +1 +C2 +1 3 1 +q+1 +C3 +1 +C;2+1+C2 +1 3 1 +C3 +1 +CS+} 3 HEAD A CLU SILL ANCHOR QUA E NTE R OF (3) ANCHORS S C CERED 68.000x 3&375 1 +q +1 +C2+1 2 1 +C2 +1 +C 2+1 2 1+(2 +1 +C2+1 2 1 +C2+1+q. +1 +C2+}+C2 +1 2 1 +C 2 +1 +C2 +1 2 ON EACH MEETING RAIL PLUS (1) 4 &000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +q +1 3 1 +C2 +1 +C 2 +1 3 1 +C2+}+C2 +1 +C2+I +q +1 3 1+C2 +1 +C2+1 3 ANCHOR AT EACH OPERABLE VENT 50.1326 1 +C2 +1 +C2 +1 3 1 +q+1 +C2 +1 3 1 +C2+1+C2 +1 3 1 +C*+.} +C2 +1 +C2+1 +C2+1 3 1+C3+1+C3+1 3 PLUS (1) ANCHORS AT FIXED SECTION. 54.000 }+C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C 2+1 3 1+C2+1 +C2 +1 3 1+C3 +1 +q+1 3 ( ANCHORS TOTAL AT HEAD AND SILL 00.000 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C 2 +1 3 1 +C3+•1+C3 +1 +C2 +1 +C2+1 3 1 +C3+1 +C3+1 3 (3- MIN. O.C. ANCHOR SPACING) (MOM 1 +C2 +1 +C2 +1 3 1 +q +1+02+1 3 1 +q+1 +C3+1 3 1 +C3 +1 +C3+1 3 1 1+q +1 +C2 +1 3 1 +C3t1 +q+1 3 74.000 x 3&375 1 +C 2 +1 +C2 +1 2 1 +C2+1+C2 +1 2 1 +C2 +1+C 2 +1 2 1 +C2+1 +C2+1 2 1 1 +C2 +1 +C2 +1 2 1+C2 +i +C2+1 2 25 314 MAX. 4&000 1 +C2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1+C2+1+C2+1 3 1 +C3+1 +q+} 3 1 1 - --•If--3 - MIN. 50.626 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1+C 2 +1 +C2 +1 3 1+C2 +1 +C1 +1 3 1 +C2 +i+C2 +1 3 1 +q+1 +q+1 3 64.000 1+(:2+1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +q+1 3 � F ' X O X 80.000 1+C 2 +1 +C2 +1 3 }+C2 +1 +C2+1 3 tap +1 +C3+1 3} +q+1+•C3+1 3 1 +C2+1 +C 2+1 3 l +q +l +q+1 3 I + 63.000 i+C2+1+C2+1 +C2 +1 +C2 +1 3 1 +C.Z+1 +C2+1 3 1 +C3+1 +C3+1 3 1 +q+1 +q +1 3 1 +C2+1 +q+1 3 1+q+•1 +C3+•1 3 PR0M R EVISED MTG. RAIL TYP 3s ca91. )+ny 1ci(111ta Flotilla 84.000x 38.375 +C2+1+C2 +1 2 1+C2 +1 +(2 +1 2 1 +C2+1 +C2+1 2 1+C2 +1 +C2 +1 3 1 +C2fl+C2+1 , . 2 1 +C2 +1 +(2+1 2 Enil�iagCodo . " ". 4&= +C2 +1 +C2 +1 3 1+•C2 +1 +C2 +1 3 1 +C2 +1 +(2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 EMMPLE CLUSTER Wl QTY. OF (3) ANCHORS • • • • "" 14H +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2+1 3 1 +C 2+1 +C2+1 3 t +q +1 +q+1 3 (SHOWN IN TABLE KEY ABOVE) �•� +tx +1+02 +1 3 1 +C1+•1 +C2 +1 3 t +q+1 +q +1 3 1 +q+1 +C3 +1 3 1 +(2+1+C2+1 3 1 +q+1 +q+1 3 • • • BP •••••• •••••• • • •60,(00 3 1 +C2+1 +q +1 3 1 +q+1 +q+1 3 1 +C3 +1+p +1 4 t +C3+1+q+1 3 1 +C3 +1 +C3+1 3 25 314' MAX ' • +q +1 +C3+1 3 1+42 +1+C2 +1 3 1 +C3 +1 +C3+1 3 1 +C3 +1 +C3 +1 4 1 +q+1 +C3+1 3 1 +04 +1 +C4 +1 4 1 ��' • • • �� 3' MIN. • 8 &437x ,4.373 1 +C2+1 +C2+1 2 1+C2 +1 +C2+1 2 1+C2 +1 +C2 +1 2 1+C2 +1 +C2+1 3 1 +C2 +1+C2 +1 2 1 +C2 +1 +C2+1 2 0000•• • 9'REF. 0 0 0. 0 • • 4&@00 1+C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2 +1 +C 2 +1 3 1 +C2 +1 +C2 +1 3 1 +q +1 +C3+1 3 X O X •••:•• • • • * r AV i +C 2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +q +i +C2 +1 3 1 +q +1+q+1 3 • • • • • • • • • • • • •Mf } +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C3+1 +C3+1 3 1+q +1 +q+1 3 I 1+C2 +1 +C2 +i 3 1 +C3+1 +C3+1 3 • • •••• •BY WG 1 +C2 +1 +C 2 +1 3 I 1 +C2+1 +02 +1 3 3 1 +03+1+q+1 4 1+q+1 +q +1 3 1 +C4 +1+C4 +1 4 MTG. RAIL, Typ• y� • • • • • • 1 + q +1 +C3+1 3 1 1 +q+1 +C 2 +1 3 1 + q +1 + q +1 3 1 +q+•1 +q+t 4 i+•C3 +1 +C3+1 3 1+04 +i +C4 +1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS • • • w.mer o * ne.vta� - • • • • • . • • • Fro • c UPDATE rA9LE5. St7 EcrVALUE3Dl1ETOAxCHORCAP ADJ. !� ANCHORAGE SPACING, XOX 113- 9/3 -1/3 ,y�o d7 '. 0 41 • •' FK• its a REVISE G EFOmwtr , HEaD &SrtcCxusrERS ' MCHNOLOGY MOVE 1 r1a R. 3aa • • • "'_.= ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Robert L Clark. PJ„ • • • • • • • • • • FX 5/1304 A Box 109 ADD SPACE DCMENSIM GLASS TYPES GTHRU L P.O. • • o...: am NOKfA9S. FL 34V4 Vj j* Blau r a.+.�++e arre m.e om+ew a.R PE 539712 000** Fx 2a8M ✓.r srz3m6 t1R�ro NTS 9 • 11 4127 -10 C swcturat i I ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES - GLASS TYPES A B,G,H GLASS TYPES C,D,E,F,I NOTES: L CHO ANCHOR TYPE 2.3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1- va• ELCO TAPCO - va• EL CO SS4 CREPE -FLEX 3 412 STEEL SCREWS (G5) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 2. GLASS TYPES: WINDOW SIZE ° 6. m m m C O) m A.5116 (118'A„090,1t8•A) i �Si u m N g u y B. 6MS' LAW - (118' A,.090, lAr HS) W V H x ° D ^a "D - = ° D a = ° D °D "D C 118' HS) 37.000 x 38.375 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 D. 7116• LAMI - - 3116' A,.090; 3MW H 48.000 1 +C2 +1' 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 F. 7116• LAMI - (3116' HS,.090, 311(' HS) 50.825 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 I+C2+11 3 G.13116' LAMI IG - 118.OR 3/16• A, 5116' OR 318• SPACE, 5116• LAMI - (118 A,.090,118• A) H.13MW LAMI IG -1/8' OR 3116' A. 5116" OR 318' SPACE, 5M6' LAMI- (118' A,.090. lAr HS) 54.000 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2+1 3 1. 13118' LAMI IG - V8 3M 6' A, 5116' OR 318• SPACE, 5116• LAMI - (118• HS,.090, lAr HS) 60.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 i +C2 +1 3 1 <2 +1 3 1+C3 +1 3 J.13M 6• LAMI IG - 118' OR 3116• A. 3116' OR 114• SPACE, 711(' LAM1= (3116" A .090, 3116• A) K 13118' LAMI IG - 118 3116° A. 3116` OR 114• SPACE, 7/16" LAMI (3M6 A,.090, 3116 HS) 63.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1+C2+1 3 1 +C3+1 3 L 13M6' LAMI IG -118' OR 3/16• A, 3118' OR 114• SPACE, 711(r LAMI - (3M6• HS,.090, 3116° HS) 48.000 x 38.375 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1+02+1 2 1 +C2 +1 2 48.000 1+C2 +1 3 i +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +i 3 1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWINp DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 50.825 1+C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 HEAD & SIU- 10112' MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1 +C2+1 3 1 +C2+1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 9 +C3+1 3 18 3W MAX FROM CORNERS. 60.000 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 JAM138: 9' MAX FROM CORNERS AND 22 Ire MAX O.C. 63.000 1 +C3 +1 3 1 +C2+1 3 1 +C3+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 TABLE KEY: O X 53.125 x 38.375 1+02 +1 2 1 +C2 +1 2 1 +C2+1 2 1 +C2+1 2 1 +C2 +1 2 1 +C2 +1 2 2+C3+2 3 ANCHOR auANnTY PER JAMB 48.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C3 +1 3 50.825 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1+ + + +1 3 . +C3+1 HEAD AND SILL ANCHOR QUANTITIES 54.1)00 1 +C3 +1 3 1 +tom +1 3 1 +t+1 3 ++ 3 1 +CZ +t 3 1+ A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL 60.000 1 +C3 +1 C2+1 3 4 1 +C2 +1 3 1 +C3 +1 3 1 +C3+1 k 1 +C2 +1 3 1+C3 +1 3 PLUS (2) ANCHORS AT OPERABLE 63.000 1 +C3 +1 4 1 +C3+1 3 1 +C4 +1 3 1 +C3 +1 4 1 +C3+1 3' 1 +C4 +1 3 VENT AND FD(ED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. 60.000 x 38.375 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 48.000 1 +C2 +1 3 1 +C2 +1 3 2 +C3+2 3 1+C2 +1 3 1 +C2 +1 3 2 +C3+2 3 (3• MIN. O.C. ANCHOR SPACING) 50.625 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3+1 3 1 +C2 +1 3 2 +C3 +2 3 (..�j 8 3W MAX 54.000 1 +C3 +1 4 1 +C2 +1 3 2 +C3+2 3 1 +C3+1 4 1 +t2 +1 3 2 +q+2 3 I I --H I---T MIN. 60.000 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4. 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 9• 63.000 1 +C3 +1 4 1 +C3 +1 3 2 +04 +2 4 1 +C3+1 4 1 +C3 +1 3 2+C4 +2 4 T �G, 66.000x 36.375 2+C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 ucrrsvISED • • • • RAIL 48.000 2 +C2 +2 4 1 +CZ +1 3 2 +C3 +2 3 2 +(x +2 4 1 + 2 +C3 +2 3 as }. °ti+1L�IiNFtarida Suildiag Colo • 50.625 2+C3+2 4 1 +C2 +1 3 2 +C3+2 3 2 +c3 +2 4 t +Ca +l 3 2 +p +2 3 EXAMPLE CLUSTER W/ QTY. OF M ANCHORS A� No .0 5.Oq EvimtianDaco 1r • • • • • • • • • • i 000 40000 2 +C3 +2 4 1 +C2 +1 3 2 +C3+2 4 2 +C3+2 4 1 +C2 +1 , 3 2 +C3 +2 4 (SHOWN IN TABLE KEY ABOVE) s • ••••• i • Sp 000 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2+C4 +2 4 B lhoduu • • • • • • • • • 61� 1 +C3+1 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3+2 4 1+C3 +1 3 2+C4 +2 4 8 314' MAX D ' ion • s • _ ♦• • 7. 375 2 +C2 +2 3 2+C2 +2 2 2 +C2 +2 3 2 +C2 +2 3 2+ +2 2 +C2 +2 3 j j �. 3• MW. • • • • • • 9:000: i • • • • 000 2 +C3+2 4 2 +C2 +2 3 2 +C3 +2 4 4 2 +C2 +2 3 2 +C3+2 4 9• REF. ••••• •••• $Q 6r 2 +C3 +2 4 2 +C2 +2 3 2+C3 +2 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3+2 4 X O s • s•••• ••*• ••• 61.000 2 +C3 +2 4 2 +C3 +2. 3 2+C4 +2 4 Z +C3+2 4 2 +C3 +2 3 2 +C4 +2 4 • RAIL i•••• i ••• s •• s 60.000 2 +C3 +2 4 1 +C3 +1 3 2 +54 +2 4 2+C3 +2 5 2 +C3 +2 3 2+C4 +2 4 • • • • • • • �.000 2 +C3+2 4 1 +03 +1 3 2 +C4 +2 4. 2+ 2+C3+21 4 + +2 CL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS • s • • • • • • • • 'ii 7 rxara6LE aTO & sELECrvALUESDUETDan clroR CAP. >� ANCHORAGE SPACING, OX AND XO WINDOWS • • • • • • • LSf7 w 6 REMEAHCHORAGEFORMAT, HEAD &SUCLUSTSW NOKOMIS.FL34M • • • • • • • • • • FJC 5/r31Le A ADD SPACEDIMENSlDNS TO GLASS TYPES G THRUL P.a. Box raze ALU M. HOR ROLLER WINDOW, IMPACT Robed L Clark. RE • • • • • • FA 2128W J.J. 330m Noxorms, FL 362x4 V/atbly Bette. ftR7?D NT$ 10 r 11 � 4127 -10 C sbucuw I 1 13/4' MIN E D. NOTES: . 3.4 KSI �r 1 w000 BUCK 1. FOR CONCRETE APPLICATIONS W MIAMI -DADE COUNTY, USE ONLY MIAMI -0ADE COUNTY APPROVED 114' ELCO ONCRETE 1 NOTE 3 1 318" ©TAPCONS EMBEDED 1318" MIN. OR 1!4" SS4 CRETE -FLEX EMSEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE 131 314 ". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. NOTE 1,A 1x B WO °' T ©2 FOR T W R OD OOD APPLICATIONS S IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (GS) OR 1/4• SS4 CRETE -FLEX WITH NOTE 3 ! ! 1 _ 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/4* 1/* THAN 11/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAY MAX. WOOD BUCKS DEPICTED AS 2x ARE 1 Ire THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD SHIM SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. C RETE W000 ANCHOR, 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM NOTE i NOTE 2 DE TAIL B OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. t !4" MAX, S. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER SHIM I I 311r 1/4" SHIM �- . ' 11/4' MI DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. I' MIN. 1 (1.5 KSI OR ` PER NOTE I (3.4 KS1 CON WOOD CONCRETE :: ' I ANCHOR ANCHOR, NOTE INTERIOR NOTE 2 NOTE 1 a ; 1314• -- _ MIN. ED (H & SILL ETAILS A, B, C. D, &H) TYP. 2x WOOD BUCK, NOTE 03 Ix WOOD NOTE 3 -T SEE NAILING l � IOR DETA E _ AIL F DETAILS E, F & 1) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR V CO E WOOD DETAIL H {HEAD OR, ANCHOR, NOTE 1 NOTE 2 NAILING .131 DIA. MIN. x 2112' NAIL AT CORNERS AND 5' O.C. 1/4' 1/4' TYPICAL DETAILS G. H & L ••• MAX MAX , I 8•.:.. 1 � AcgtxM�ll� • • • • • • • • • SHIM SHI •••••• • • — > L By SEE :- • • • • .. i .. Qa Product ... .. N 1 ,• Q %" 1MIN ® NAILING 0000•• • • • i • ; } :` ;: ti • • • • • i •i • • 1 314' MIN 0 _ =--- - SEE NAILING • • 0900 MIN. A • 0000• ••••• • • 00 DETAIL C WO 0 D ETAIL D 0.000 • 0000 E3 { � II { DETAIL G SILL DETAIL I JAMB • • 00•• • © • • • • • *00 • • ` TYPICAL F FRAME SILL SECTIONS Q TYPICAL INTEGRAL FIN FRAME SECTIONS 2 MUM= • • • �C F.K. 4"07 C ADD IF. FRAUF- CHG. NOTE 6TO F8C, "cuakm�reDmonr' RAGE DETAILS / • • •. • • • • • w.w�r Io7otEawosooyowvs /Ro 0 FJG 10/17/b8 8 REVISE EDGE DMT.. EhMEDMNT &SHl REFERENCES NOKaMIe. rL 24279 F.1G• a►1� A ADDNDTBS PA. ,929 a HORlZOA1T4L ROLLER NDOW,, IMPACT PE#W?1 RE • • • • • • • • • • an ec a. NOKOtAB. FL 3C2T< 1/kf6Ay $ester PE N:19712 Ismw • • FK Mal JJ. 3123Po8 I Half 1 11 b 11 1 4127 -10 C sw�nnaL 0000 E D '-�A 1 R ' Y: S r% E 1 3 S, "I R C HP �'T % ong or MAW-DADECOUMPLORMA &OM COrllpS 7,, ,!'.A J•equirements o AMMO-DADEMAOMBU"ING BULDING CODE COW LLANX0000lit "01M) chock is only fW WEST FLAG jjUV$TZ=, SUM 1603 PROWCT CONTROLDIMONnformanc;,- he design concept , t ' MMU."RWA33130-150 contract The contractor it , &e (W3M2Kbr PAX (305) 375-29M NOTICE OF AC ralztinq all quantifies an IAM HDR1916 - EMkeADOM 4AG4P PGT Industries (�. a I(V70 TfthnoW Drive onstruction; - coordinating his work with that of all other trades and performing his work in a safe and satisfactory Nokomis, n 3W5 onanner. Scom FEB 2 4 2010 This NOA is being issued 1 9� = VJL lion matenab. no documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Bond of Rules and Appeals (BORA) to be used In Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AM). This NOA shall = be valid after the expmdion date stated Wow. The Nanu-Dade County Product Control Division (In Vim Dade County) and/or the AM (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 Pffftrn in the accepted manw, the manufacturer will incur the expense of such testing and the AM may :Immediately revokD, modify, or suspend the use of such product or material within dwir jurisdiction. BORA mmms the right to xevob this weeptaoce, 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 deacnbed herein, and has ben designed to comply with the Florida Building Code, including the High Velocity Hurricane ZZmpne,-' w7wmu — Ind No. series Sh* Hung Window - LJvLL AL g Window, Impact sheets I through 11 of 11, dated 911105, wit$ rovision. B dated 11113t06, prepared by manukdwer, signed and sealed by Robert L. Cla&, PE, bearing the Nami-Dade County Product Control Approval stamp with the Notice of Acceptatice number and approval date by the Miami Dade County Product Control Division MISSILE IMPACT RA lame and Small ~e b*nct Resistant LABELING: Each unit shall bear a permanent label with the mandacutrer's name or logo, city, state and following statement: "Mand-Dade County Product Control Approved ", unless otherwm 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 aft the expiration date or if there has been a revision or change in the materials, me, and/or manufacture of the product or process. Misuse of this NOA as an endorsemut of any product, for ales, advertising or any other purposes shall automatically tierminato this NOA. Failure to comply with any section of this NOA " be cam for termination and removal of NOA. ADVERTISEMENT: The NOA nurnim preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising Ifteratum 9 any portion of the NOA is displayed, then it shall be done in Its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufiourer or its disstn'butors and shall be available for inspection at the job site at the request of 1 qom This NOA revises NOA #05-10J U1 and consists of this page I and evidence pps N 4 Pf AdW is so 90* • 00 well as approval document mentioned above, 0 - - - • • • :: The submitted docurneamlon was reviewed by Manuel Perez, P.E. ApProva][Dfte: J1=04MIM • page I now 00 • 00 • *00 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 911105, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS I. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FI'L4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FM- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) ....... . .. .. . . •• . . • • . • . • . •• •• • • • • • • •• . ' Z :: troducttontralFAWW ' •' V NQA 144007-03b2 O.' Expiration Date: March 23, 2011 A + p .Provai Date: June 07, 2007 E -1 . . • . . .. .. .. . • . . V: • ... . . 0 0 0 ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED S. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, T64 4epol&$(4417J60 4649, dated 08/11/05, signed and sealed by Edmundo Largalsrpada;P (Submitted under previous NOA #05- 1018.01) • • • • • • • • OE • ••• ? e • . U . . P=odgct gon Yr, er; ; Expiration Date: March 23, 2011 Approval Date: June 07, 2017 E -2 ... . • • • •.• • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4646, dated 08111/05, signed and sealed by Edmundo Largaespada, P.E. (SubmiUed underprevious NOA #05- 1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. VII.- 4723, dated 10105105, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS I. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18106, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE I. Miamii Dade Building Cale Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite@ PVB" dated 01/05/06, expiring on 12111/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS I. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER I. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH 700 Aluminum Single Hung Window - L.M.I., approved onXIZ�10( apd rxxpjjirsg off. 03123/11. ' : • NPA N x • Expiration Date: March 23, 2011 Approval Date: Jane 07, 2007 E -3 .•• • • • ••• • • • % .• • . . •• •• GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5118' LAMI CONSISTING OF (2) LITES OF 11W ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLE)CIKEEPSAFE MAXIMUM PVB INTERIAYER B. 06' LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER YER SISTING OF 2 OF 318' MAXIMUM PVB INTFRLAYER --- T 7 rlV LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS EPSAFE MAXIMUM PVB. F. 7116' LAMI CONSISTING OF (2) LITES OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. G.13118' LAMI IG: (1) LITE OF 118' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF IV ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXA(EEPSAFE MAXIMUM PVB INTERLAYER NOA DRAWING MAP H.13(16' LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 518" LAMI CONSISTING OF (1) LITE OF 118` ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACRE OR MAXIMUM PVB INTERLAiYER SHEET GENERAL NOTES...... » »...... H 1.13/18' LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIRSPACE AND 6118' LAMI CONSISTING OF (2) LITES OF IV HEAT STRENGTHENED GLASS GLAZING DETAILS. ... » 2 WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER J. 13118' LAMI IG: (1) LITE OF 118' HEAT STRENGTHENED GLASS, AN AIRSPACE AND 7/18° LAMt CONSISTING OF (2) LITES OF 3116' ANNEALED GLASS WITH A DESIGN PRESSURES.. „... 3 ....... » .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM �B INTERLAYER ELEVATIONS --.—.-4 SECTIONS ... „.. »..„ 5 K. 13118” LAM[ IG: (1) LITE OF 1/8” HEAT STRENGTHENED GLASS, AN AIR SPACE AND 718" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE VE RIZ. SECTIONS „. „. ».... 5 OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. L 13/18” LAMI IG: (1) LITE OF IV HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7118" LAMI CONSISTING OF (2) LITES OF 3118' HEAT STRENGTHENED GLASS PARTS LIST ».......... ...... 6 EXTRUSIONS____— 7 WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER CORNER DETAIL___ 7 &M. 13118' LAMI IG: (1) LITE OF 118' ANNEALED GLASS, AN AIR SPACE AND 5116' LAMI CONSISTING OF (2) LITES OF 1!8' ANNEALED GLASS WITH AN .010 DUPONT BUTACITE OR ANCHORAGE. .....„ _. 8-11 SAFLEXtKEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS' - Or (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) 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. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. S. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL- 4845, FTL -4848, FTL -4847, FTL -4548, Fri -4649, FTL•4850, FTL4851, FTL- 4723, FTL -4967, FTL -49M AND FTL -5=. ANSUAFSPA NDS -2001 FOR WOOD CONSTRUCTION tea ADM -2000 ALUMINUM DESIGN MANUAL ' r anucr wht u F1aid� 8. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. • • • • S. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY • • Lk HUNCANE ZONE (HVHZ). • • 0000 0000•• • • • 0000•• 0000•• • • • • • • 0000•• • 0000•• • •• •• •••••• • • • • � / 00000 0000 0000 � 6" • • 00•0 0000 0000•• • • • • • • • • '° GENERAL NOTES SO/7 pwice • • • • R ww Fx gsAw A W F744MTON07E r>oi v Bear ALUM. SIN HUNG WINDOW, IMPACT , P 0000•• 0000 NTS 1 a 11 4040 -20 B swawrel • F 81!/!13 ,I.,L 7P1�07 0000 NOTE: 1 1 LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3118' WITH NO CHANGE IN DESIGN PRESSURE. 41 El 1W NOM. 112' NOM. GLASS SITE GLASS SITE C ] EXTERIOR INTERIOR [ (ALL SECTIONS) 80,81 or 82 83,84 or 85 70 70 V6' ANNEALED OR HEAT STRENGTHENED GLASS 3118" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 090 SOLUTIA OR DUPONT PVB INTERLAYER 118° ANNEALED OR HEAT STRENGTHENED GLASS 3116' ANNEALED OR HEAT STRENGTHENED GLASS 6116" NOM. 7116' LAMINATED 5/16" LAMINATED GLASS 7/16" LAMINATED GLASS & — L--Jl— n r—m 112" NOM. V2" NOM. 46 GLASS SITE 46 GLASS SITE 38 38 ® .I_ r 8687 88,90 or 91 - ts4 ,1A!/ •••• 70 70 • • • • • • 1!8' ANNEAL ED OR HEAT STRENGTHENED GLASS 3118' ANNEALED OR HEAT STRENGTHENED GLASS • • s • • • • i • • .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER • • • • • • • • • • 118" ANNEALED OR HEAT STRENGTHENED GLASS 3118' ANNEALED OR HEAT STRENGTHENED GLASS • • • • 5116' LAMINATED 7116' LAMINATED • • • • • • AIR SPACE AIR SPACE • • • • • • • • • • • 118' ANNEALED OR HEAT STRENGTHENED GLASS eA 1/8" HEAT STRENGTHENED GLASS ••••• • i • � • i i••i•• 13/16 "NOM. IN 1311(r NOM. • • • • • • • • • so** 13116" LAMI IG GLASS Wl 5/16" LAMI 13116" LAMI IG GLASS W/ 7/16" LAW P T AZ►NG DETAILS • •. • • • • • s • +mo�cNNaoor�IVe � B Ann HI M2Ti7mBCatiafaaass 8tiuettoerota NoKaas.mum •• • • • A Ho11r P.aeq�c ism ALUM. SINGLE HL/1VG WINDOW IMPACT RObertLgark PE a rwoa r m m.t awp a m" PE rig • • • • • • • • • • `�e/flb6 J .L B-- srt�ao Ftdl 2 > 11 4040 -0 8 shmua t • 111 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE/. BASED ON FLANGED WINDOW TIP TO-TIP FRAME DIMENSIONS WINDOW HEIGHT tMEETING WIDTH GLASS TYPE 63" �° �" 70" 72" 74" 76° kTOlr A,B,M +80.0 80.0 +80.0 80.0 +80.0 -w.0 +80.0 -w.0 ++80.0 -80.0 +80.0 -80.0 +80.0 .0 HT. A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 - 0 A.B,M +80.0 80.0 +50.0 W.0 +80.0 �.0 +80.0 -8.0 +78.8 78.8 +77.3 77.3 +75.9 75. H A B,M +SD. _ +80.0 -80.0 +79.8 79.8 +78,2 78.2 +78,9 78.9 +75.4 75.4 +74.0 74.0 C,D,E,F,G,H I J,K +�.0 80.0 + .0 80.0 +80.0 �A +>O,0 80.0 +80.0 -80.0 +80,0 80.0 +80,0 �.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ,& TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS ' WINDOW HEIGHT WIDTH GLASS TYPE 38 318 1 60 518" 63" 72° 1 74" 76" 1 MEETING RAIL 48" A,B,M +80.0 -80.0 +So.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 - 70.o +70.o - 70.0 +70.o - 70.o 60" AB,M +So.o So.o +m 8fY.0 +80,0 -80.0 +79.9 79.9 +70,0 70.0 +70.0 70.0 +70.0 70.0 °)(° - 62° A B,M +80.0 80.0 +80.0 �A +50.0 -80.0 +78 9 7B.9 +70.0 70.0 +68.8.8 +87.6 87.8 1 j 631/8" A,S,M +80.0 �.0 +80.0 80.0 +80.0 �.0 +75.0 75.0 +88.0 88 0 +66 7 86 7 +85.5 " 85 5 UP TO 53118" C,D,E,F,G,KI,J,K,L +80.0 -80.0 +So.O -80.0 +80,0 -80.0 +80.0 -80.0 +70.0 +70.0 70.0 +70.0 70A CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION® TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS W HT WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH - 76" FLANGED AND 7S" INTEGRAL FIN) " MINUS = WIDTH GLASS TYPE 17 U8" 1 2211116" I 28 3HG 1 33 314" 1 39 5118" 4413116" 1 50 318" 1 5516116" SASH 53118" 1 D,E,F,J,K,L +80,0 -80.0 +80.0 -80.0 +80,0 -80.0 +80.0 -80.0 +70.0 70.0 +70.0 70.0 +70,0 70.0 +7o.0 70.0 HT. HT MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. "X" SA SH A 5118" LAMI - (1/8"A,.09D,1/8"A) _ FTL-4647, 4848, 4723, 4957 B. 5118" LAMI - (11S°A,.090,1/8"HS) _ FTL- 4847, 4848 F 1I8"HS) FTL -4847, 4848 D. 7118" LAMI-(3MWA,.09Q 3118" � ^'^ !^ _ FTL4645, 4885 EMT Elm FTL4846 -- PR96UCTE¢1g8YD F.7 /16 LAMI - (3118"HS,.090,3J1("HS) FTL -4645 aswapifiaiwt6,ltNp• G. 13!18" LAMI IG -1/8W, AIR SPACE, 5118" LAMI - (118"A,.090,1/8"A) FTL44646, 4723 p1. 06 H. 13/18" LAW IG - lArHS, AIR SPACE, 5118° LAMI - (1/8"A .090,U8"HS) FTL -4646 2011 • goo* • L 13/18" LAMI IG - 1 /S"HS, AIR SPACE, 5118" LAMI - (1/8"HS,.090.1/8"HS) FTL -4646 sa • • • • • • J I IG - 1/8"HS, AIR SPACE, 7116" LAW - (3/1W&.090, 3/98"A) FTL-4849, 4850 • • • Kr 1SJ1S" LAM IG - 118"HS, AIR SPACE, 7/18" LAMI - (3/18"A .090, 3118"HS} FTL -4849, 4850,4958 • s • s • • e • LM3/18" LAMI IG - 11WHS, AIR SPACE, 7118" LAM[ - (3116"1-18,.090, 3116W) FTL-4849, 4850 e • • Meta i FiAMI IG -11WA, AIR SPACE, 5118" LAMI - (IIWA,.090, 1/8"A) FTL• -5083 • �` • • • • • • • • • • • • N� I ��PRE WS WITH THE LOW S8J OPTION OF +54.0 PSF OR LOWER AS SHOWN M THE TABLES. NEGATNE DESIG URES ARE UNEFFECTEI). • s • i • • • • • • • • • • NG 1' FROM TH • • • 6. AVAILABLE E S ASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518" MINIMUM TO 38° MAXIMUM.® • • • • • • DESIGN PRE k-W= s 0 R6V?SW a oro N0'mKM SSURES TOMADRdKTDP1x AW . FK TE , FL Sava • • ALUM. SINGLE HUNG WINDOW, IMPACT % r:� L Ow k P.L Rt A ADDFTL.-4T29TOGLASSTYPESAANDQ e : • • • • • • • • F JAL N FLaa87a Berms 8N7D0 N78 9 ✓ 11 404020 8 Swccael ••e• i 631/8' MAX. GED WIDTH 52 US .F. WI � 49 6/8' MAX FIXED d C-� DLO (ALL) 75" 76" MAX I 75" SE ABLE p .I HEIF ® AED Q A HEIGHT ® TAB O C j HEI L 78" 78" MAX. 76 AX � FLANGED L FLANGED 7!18' HE HT HE H7 HEI HT SEE DLO I TABLE X /� 7777• SASH SEE DLO � $ SEE DLO g GHT (MAX) / HEI HT TABLE x NO 4 T LE X NO 4 481/4" MAX VENT DLO (ALL) DETAIL B DETAIL C DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) 111 B E� VERTICAL DAYLIGHT 76' 76' I.F. FD(ED LITE MAX OPENING I.F. LOW HIGH SEE DLO HEIGHT E +j HEI HT DETAIL SILL SILL TABLE SEE OLD O � TABLE O � A 34112" 34 3116" 78" MAX. 1 " � 76" MAX 8 4 518° 41 1 /4 FLANGED FLANGED C 411/4" 40 7/8" HEI HT Hm HT D 62 5/8" 5211/16" E 52 U4" 52 5118" H PRHOttCTttEYLtiiB at nnpf}iiv� wltli U. t+iriir SEE DLO TABLE X j SASH SEE DLO TABLE X j SASH LOW HIGH HEIGHT HEIGHT DETAIL SILL SILL way A 34112° 34 3118" • •. • 8 27 7116" 27118° M • • ••.••• s •• e C 277116" 27118" .... • • . • DETAIL D DETAIL E D 16 318" 15 3/4" • • • •. • i ' e VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) E 16318" 15 3/4' •••••• • • • • _ 5. • • ' NC'ii�LB! • • . • . • • 1 ASEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. • ! • • • • S $ EET 7 FOR CORNER DETAIL VIEWS. IN �7 • s •± • • • • S $ 8 THROUGH 11 FOR ANCHORAGE INFORMATION. Ll / •. • • • • . • • 4/SAS14 HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 8 C) ARE BASED ON A THREE OVERTWO FORMAT. // /J • s • • eel 1070TEamaoov ELEVATIONS . • • • • • • • • • t *aw g WEl#M FHV . WWSIO CH441 N07E8. ADD NO7E4. NOKM- 1 1-- -6 owve mm • • • • ALUM. SINGLE HUNG MWOW, IMPACT Robot L Lark. P .e . e • • ./L o k A l�CFNNQE TM SHEET F1.3 74 Wsi* a ew,e¢ are arose at" PE #39712 •. s. • • • • • e K t IA6 J. L ?lx1ID7 9tDOD NTS 4 d 11 4040-20 B tttnxaroal • e F�- -2.7W--1 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS; (1) B' FROM EACH SIDE OF SASH. 26 27 NOTE: BALANCE PARTS USED 1 INSIDE INSIDE MAX. VENT DAYLIGHT OPENING ® BASED ON SASH WEIGHT 31 9,10,11,15,16 MAX Z71(' �° 7,80R17 DAYLIGHT 25 OPENING I OUTSIDE j 25 ' t"� FIXED LITE DAYLIGHT OPENING r MAX. WIDTH SECTION A A 6 OUTSIDE INTEGRAL FIN (I.F.) FRAME SECTIONS ,& INSIDE 23 47 50 HEIG 21 2 HIGH 1 r OUTSIDE I ISILL2. I LOW S MAX. VENT DAY 49 HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE OPENING 68 2 71 &.F. FRAME PRQwXr AEVIm 28 53 q .camPym�«m�•rprla� OUTSIDE I X 201! 0000 6 io••si •0000• i ••o• 53 2330' 2.948 • • • • 52 (LOW SILL) (HIGH SILL) 63 00000• 0000 • • • • SEE NOTE ABOVE 54 64 • • • 000• • 0000•• • • •• 67 • • • • • • • 3 30 ULTRALIFr 69 ULTRALIFT �••�•• • • 00000• 12 ONLY 12 S ECTION 00s•0 •000 0000 ONLY SECTION • o • •••••• •.•00• SECTION 13-13 ON HIGH SILL RADIUS TO (LOW SILL SHOWN] {HEAD DETAIL FLANGED VERSION) ••000• • • • SE c - I P T ALUM 0000•• •• •• "wit 3w 8 ADD tF:SECri0x8&CX7tDA7e SAL gAVlB � A. • • • • H . SINGLE HUNG WINDOW. IMPACT • • • ,1C A NO CHANGE' ammT P.O.8Q0C l Robert L CiaAC P.E. s.�.eker sk t�..eew Rwe PE bl'i9712 • i • • • • • • • • A �A Naeooes• Fl M Y' i EEuaer SHM Half 1 - 5 -if 4040-20 B sw • ITEM DWG.# DESCRIPTION PCtf# mm DWG.# DESCRIPTION PM 1 4002A FLANGE FRAME HEAD 612226 60 1635 SCREEN SPLINE -.135 DW HARD 6105K 2 1166 #8 X 1.000 QUAD PN. SMS 781 POA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 63 605 GLAZING CHANNEL (.888 X.500) 6533402 5 1826 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 84 1161 #6 X 1.000 PH. BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMS 612227 67 GLAZING TAM 1116 X 12 - 7/16 LAM 628VI S10 7 4025 SASH STOP 812244 ® 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 8 4026 ISASH STOP (EGRESS) 1.125 LONG 612244 68 1 4050A FLANGE FRAME SILL (HIGH SILL) 64050 9 4029 SPIRAL BALANCE, 318',5W, OR 11/1 6° 70 SILICONE, DOW 899, 995 OR EQUIV. 10 1080 BALANCE COVER, 318° OR 518" 6BALCW916 80 A GLASS, 5118" LWA, Ofirk090 PVB,1B°N 11 #8 X.750 PH. PN. SMIS 7834AA 81 B. GLASS, 5/18" LAMI, (118 PVB,1)6"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C. GLASS, 6116° LAMA, (1/ "HS,.090 PVB 118"HS) 13 1085tI 086 SASH TOP GUIDE 42504 ® 83 D. GLASS, 7AW LAMI, (1B°A,.090 PVB,118"A) 15 #8 X I PHILLIPS FLATHEAD S. STL 78X1 FPAX 84 E. GLASS, 7/18" LANI, (118 ,e,.090 PV8,118"HS) 16 1080 -1 BALANCE COVER, 11116" 6BALCVR 70 85 F. GLASS, 718" LANI, (118"HS,A90 PVB,118°HS) 17 4053 ISASH STOP COVER 64063 86 G. GLASS, 13/16' LAMA IG;1)6"HS, AIR SPACE, SM 6" LAMA, (1)6A.090 PVB,1)6 A) 18 4029 - 1 ISASH BRACKET 7ULBRKT 87 H. GLASS, 13118 LAN 10,118°HS, AIR SPACE, 6116" LAK (1B A.090 PV6,118 -Hs) 19 1 1#8 X 1 12" LG. PH. FH. TYPE F S. STL 7832X12FPFX 88 1. GLASS, 13M S' LAMA IG;1)6"HS, AIR SPACE, 5 /16° LAMA, (118'HS 090 PVB,1/8"HS) 21 4054C FDED MEETING RAIL 64054C AN 89 J. GLASS. 13H6° LAMS IG; W/$"HS, AIRSPACE, 7 /16" LAMA, (3/181A.090 PVB,3/1("A) 23 4006C SASH TOP RAIL 64006 90 K. GLASS, 13116 LAMA IG;1)6"HS, AIR SPACE, 7116' LAMA, (3118 A.090 PVB,3/JMS) 25 1235 WSTP.„170 X 270 BACK FIN SEAT- 67S16G 91 IL GLASS, 13/16" LAMA IG; 11B"HS, AIR SPACE, 7118" LAN, (3 /16"HS,.090 PVB,3H 8"HS) 26 1096 SWEEP LATCH 71098 1 92 IM GLASS, 13J18" LAMB IG, 118 AIRSPACE. 5116' LAMS, (1/8-A,090 PV6,WA) 27 1016 #8 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 2 T84 30 1226 WSTP„ BULB VINYL BTP249 31 4008 1 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42601 35 1622 LAMB SETTING BLOCK 3)32" X25)64' X 1" 71622K 1 3 36 1052 LAMA IG SETTING BLOCK 1 "X314° X 1)18° 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) STP248K ' 41 1 40398 GLAZING BEAD, 5)18 LAM GLASS. 640398 O FRAME, I.F. HEAD 42 1 4044B GLAZING BEAD, 5 /18 LAMB WGRILL KIT 644703 ®47 #4071A,6063-T6 44 4222A IGLA23NG BEAD, 7/16 - LAMA 64222 48 FRAME, I.F. LOW SILL LAN 985C GLAZING BEAD, 7116° LANG WGRILL KIT 8885 46 4087 GLAZING BEAD 13118° L I.G. 84087 #40 72A, 6083 -T6 O 47 4071A FRAME, I.F. HEAD 64071 ® MDUC1•REVWD 48 4072A FRAME, I.F. LOW SILL 64072 ® -2Z?4 ammpbh9wA ftv mrid� 49 4073A FRAME, I.F. HIGH SILL 64073 mdogcode 50 40748 FRAME, I.F. JAMS 64074 ® Do 261/ 62 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 Ogg NOM g 53 1088 SPRING, SILL LATCH (EGRESS) 78PRNG THICKNESS Prado� 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 4 ' 1 2 1 • **09 • 55 1014 SCREEN FRAME (HOR. & VER.) 61014 082 NOM • • • • • • • 40* 1630 SCREEN CORNER KEY WRINGS 71630 THICKNESS • • • • • • • • 57 1831 SCREEN CORNER KEY WOUT RINGS 71631 • • • • • • • • 68 1073 SCREEN SPRING 7CASP • • • • • • • • 8 1624 SCREEN SPLINE -.135 DIA FOAM 61624K • • • • • • • FRAME. I.F. JAMB =1 L • 49 FRAME, I.F. HIGH SILL ® #4074B. 6003-TO • • • • • • • • • • �j #4073& 6063 -T8 (USED AS RADIUS TOP HEAD) Syr 00 0 • I P R rs usT • • • • • 0 000 • • • • • • R 7 4119 B 84276 rie • ALUM. SINGLE HUNG WINDOW. IMPACT •••••• !24W A MOCHANGETIi1.4SHEET PA.KwlIw ®daeart 8! i"+e mwe Rob�rtL� PE • • � o2 T�stbly BaeAer P8 #39712 0:000 • • • • • NOl9kdf8,F13f274 /70D NTS 8 s Jt 4040.20 B ShueWra! • • • • - 1 or 47 I.F. FRAME SEALANT ALONG ENTIRE JOINT 2 ��I.F. FRAME® r .082 1 3� 2.830 2.330 02 6 or 50 O FLANGE FRAME HEAD #4002A. 6083 -T8 (-.-- 2.784 --- Flu 749 (� FLANGE FRAME SILL (LOW) WELD �.J A4W3C.8W346 6or50 ALONG SCREW 1 SEALANT OR GASKET BOSS (2) 121.710 1 �- 1.513..-•• •738 AT HEAD AND SILL .062 ' .040 F-- 1.451 — VIEW D -D VIEW E -E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH FLANGE FRAME JAMB O STS 17 SASH #4063, ST 60 COVER FRAME CORNER INSTRUCTION O #4004.6083 -TS (USED AS RADIUS TOP HEAD) 1.165 1.342 2.3 .878 �T r- -2279 '2 I 1.096 E+ 41 GLAZING BE� 5/16" #40388.8083 -TS .082 E%[ 155 1'707 062 1.978 SASH SIDE RAIL r 082 31 #4008,6063 -T6 O 21 FIXED MEETING RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAIL (Low) #4054A, WWHD -T8 ® O #40060.6063HS -T6 O *4007,6063-T5 .878 050 050 PRODUCTREVLRE6 475 2.946 42 GLAZING B 2.328 #40448, 8063 -T6 .082 T Aaeptma Ne 1.006 .-- . I (USED W/ GRILL KIT) pw I 8y O GLAZING BEAD 7116" , 3.446 #4222.8063 -T5 • • • • 2838 .683 • • 060 • • •••• • •• On • • • • .378 1.097 • • • • • • • 46 GLAZING BEAD, 13116' IG • • • • • • • • i • • 1 -2 784 1.116 —�+- -� O #4087.8063 -T6 • • • • • �g FLANGE FRAME SILL (HIGH) 68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD, 7116" • • • • • • • #4060A, 8083 78 #4051A 6063-T6 (USED W GRILL KIT) • • • • • • • war rswtwur • • •°"� • . • • • • • • • „r,„ PST E XTRUSIONS & FRAME CORNER DETAIL • • F 11/13NB 8 .... ; • • • • Haro.� Rsezra ALUM SINGLE HUNG WINDOW. IMPACT • • • F A NOCHANGETWO5ffEE► Po.Eg7tlB2e Ue SINGLE a6 PcbwtLGeikPE wt war ,R3�2t4 1ryr Behr Z ?I2" SHM fief 7 -111 AMO-20 B Pea�n2 •••••• •••• • • ANCHOR QUANTITIES FOR 1M FLANGED WINDOWS TABLE 5. ANCHORAG WINDOW HEIGHT 1. ANCHOR 3. 1 -1/4' ELCO TAPCO SUBSTRATE: 28.603 34.603 40.603 1 46.603 1 52.603 56.603 64.603 1 76.000 � ® 3 -#12 SCREWS ANCHOR TYPE: p U U p U U p U U p U U p. U U p U U 13 U U p U U p, ANCHOR LOCATIONS ARE BASED ON THE WINDO GLASS � Z�1 Z '"ONO N O�O ANCORLOCA LOCATIONS WIDTH TYPE U U U U U U U U U U U U U U HEAP - 181!2' MAX FROM TOP CORNERS JAMBS - 17112" MAX. FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 15' MAX, FROM BOTTOM CORNERS 18.125 KLJ,K,L 12. 11111; 2111 2122. 2222,22 ; 222222122222,2222: 22223223.3 WMAX. BELOW MTG. RAIL A B,M i 1 1 i 1 f 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL - ANCHORS NOT REQUIRED 1;21.1 1 1 121;1 1'2221 2222.22'22: 222222:22 3INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2 24.000 HIJ,KL 1 2 1 1 1:2 1:2 12 1 ?2 B:2 1 2 2.2 2:2 2 2 2 2:2 2 2 2;2 23 2;2 2 2 2`3 2 2 23 3 3 2'2 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 2 1 1 1 2 1 2 1 2 1;2 2.2 1,2 2.2 . 2 2 2 2 2 3 2 2 2;2 2;3 2.2 2 3 3 3 2 2 3.3 ARE 1'LESS. C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 S. DESIGN PRESSURE LIMITATIONS: HIJ,KL 1;21;222231 22.22'31'22323222. 2132223 ;32'2 3334323334334!4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A AB,M 1 22231 32322232 3222 ;33:322 3. 3343233343' 34: 4 MDESIGNPRESSUREWTIHTHEQUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN HLJ,K,L 2, 21 222231223232223232.22 :323232.334233,3343334353'344 PRESSURE FOR THE 37.000 . RESPECTIVE SIZE 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS AB,M 221 2222: 31223232223232223232 .32:33:42'33334333'4353344 AVAILABLE. PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H I,J,K,L 2 2 1 2 2 2 3 2.2 2 3 2 3 2 2 2.3 2 3 2 3 2 3 2 4 2 3 3.3 3 4 2 3 3.4 3 5 3 3 3 4 4 5 3' 3 4 4 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Y 2 2 1 2 2 2 2 :3 2.2 2'3 2.3 2 2 2;3 2.3 2'3 2:3 2 4 2 3 3;3 3.4 2 3 3 5 3j3 4 4.5 3 3 4 4 PSF 79 TABLE KEY: C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MAX PSF 44.000 H,I,J,K,L 2222222; 322232:3223:32423333`4233:3342 33'43533344`5344.5 (DPLW 718 � 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 mD ac=PWey T REVISED wMY tYsPYtl1� A B,M 2 2 2.2 2, 2 2 3 2 2 2 3 2 3 2, 2 3 3 2 4 2: 3 3 3 34 2 3 3, 3 3.4 2 3 3' 4 3.8 3, 3 3:4 4.5 3 4 4 5 2 � P3 T9 79 JAMB A 2 3 � w ! / MTG. RAIL C D,E F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW 48.000 H,I,J,K,L 2 2 2 2 2 2' 3 2: 2 2.3 3: 4 2 3 3: 3 3' 4 2.3 3 4 3.4 2 3 3 4 3; 5 3 3 3.4 3; 5 3 3 4.5 4-6 3:4 PATG. RAIL WAPO 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 AB'M 2 2 2;2 2 2 2 :3 2:2 2 3 314 2 3:3 3 4 2.3 3'.4 3 4 2:3 3;4 3;5 3`3 314 3 5 3 4'S 4 6 3;4 5`5 (FULL DP) F 72 79 79 • ° ° • ° • i • • PS •••••• • HEAD 2 • • ° C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2. 3 •••••• •••••• • • • • 53.1$ H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 4 2;3 3;4 3:4 2(3 3:4 3 3;3 3;4 3.5 3 3 4 414: 314 4 5 4.6 345,6 6 RAIL • •••• °• • 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAMB BELOW ��•••• • • °° A'B'M 2F2 2 Z 2 2 2 3 2 2 3.4134t2 3 3`4 33 3:4 3 5 3;3 4:4 4;5 3;3 4:5 4 3;4 4;5 MTG'RAII •••••• • • • : • • • • MAN= I ANCHORAGE SPA CING, 1/1 WINDOWS • . • • • • • • • • • ,or orecMe�LOa+rn==re F.1G yf/fSN� 8 AODOPMA)L WIf@7E Q 64RESTRlC7�8YSI2E NdC01A8,RS�Z/6 T+� / , • • • • ; °' °' R 1/24W A NO CHANoanf8SHEET p o. egonaxe SINGLE HUNG W/NDO�W, IMPACT , p E • • ° sx. 7/zew J..L NOKOIOe,RSCll4 vcabFy> , Sh7W NTS 8 a 11 404420 8 P • • • • • as ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE & ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1 -1W ELCO TAPCONS 2 -114 ELCO SS4 CRETE+1 EX SUBSTRATE: 29.655 37.155 1 44.655 1 52.155 59.655 67.155 1 74.855 1 76.000 3 #12SCREWS ANCHOR TYPE. ❑ U U ❑ U O ❑ 02 ❑ U U ❑ U U ❑ V U ❑ U 0 ❑ 00 2 ANCHOR LOCA ARE BASED ON THE WINDOW GLASS �.j E N O '� O c�i O N O `- N� N O' O N Q N O� O N N Q `" 0 ci 0 c t N O� U I ci � cm HE F OLLOWI G DIMENSI F ROM TOP CORNERS - 18 WIDTH TYPE U v v U U � U U U U U C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS - 17 1 W MAX. FROM TOP CORNERS H,I J K L 16 MAX. FROM BOTTOM CORNERS 19.125 1 1 1 1:1 2 2 2.1 2' 2 2 2 2:1 2, 2 2 2 2' 2 2 2 2' 2 2 2 2' 2 2.2 2 2 2 3' 2 2 2 3 2 3 2 2 2 3 2 8' MAX BELOW MTG. RAIL A,BM 1 1 1 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ® SILL - ANCHORS NOT REQUIRED 1`11 1 1 1 2221 222: 22. 12 3.23;222 & INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, _1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ® NOTE 2. 1 24.0D0 ' KWK,L 1 111 1 221 1 2222222 222 2 .22 2 3232222323222323:22.23'2 d. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 ill 1,1 2 2 1.1 2 2 2:2 2,2 2.2 2 2 2;2 2'2 2'2 2'2 3'2 3 2 2 3.2 3.2 2 2 3 2 3 2 2:2 3,2 Q �� 1 *LEM. PSF 68 77 'DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABL WITH A 32000 H,I J,K L 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2: 2 2.2 3: 3 2 2 3 3 3, 3 3: 2 3, 3 3.3 2.2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 MUD DESIGN PRESSURE WITH THE QUANT QUANTITY A,B,M 1 1 7 1 1 1 F 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE 1 1 1 22 2 2 2: 2 2: 2 2 3: 3 2 2 3' 3 3, 3 3 2 3: 3 3 3 2' 2 3: 3 4 3 3 2 4 3 4: 3 3 2 4 1 3 PESSRE FORTH MAMMUM DESIGN PSF 69 67 79 RESPECTIVE SIZE C,D,E,F,G, 1 1 1 2 1 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 37.0D0 KW.K,L 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 3 3' 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4.4 3 4 3 AVAILABLE, A,B.M 1 1 1 2 1 1 2 1 23 3 322 2 1 2 2 3 1 2 2 1 2 2 1 2 2 1 2 1111112 (2222223222:333343333 '2334332434.43243 PS 54 79 62 79 C,D,E,F,G, 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.00D KIAK,L 111 111 22222,22, 32233332 : 23 .34.33`3433333434 A,B,M 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 9 1 1 2 2 2.2 2.2 2.3 2 33332.23:3 4 3 3.3 4 3 3:3 3 4; i 4.4 33 4,3 4 4 3'3 5 3 TABLE KEY- PSF 49 79 56 79 79 MAX PSF H,I, K G, 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 (DP LIMITED) 917 MDUCrRVASI ra J 44.000 111111222222332`•2333;42.3334 :4334.34433434433434:4335 ,,� "„ A,BM • 2 2 2 2 2 2 2 2 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 2 2 J � 3 _ 111111 222222313223;33'42: 33x34: 43�34134.43i3434;4334.3443;35:4 MTG MB RAIL PS 46 74 51 74 79 79 JA BELOW C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 1 . ? 2 3 2 2 2 2 2 3 2 2 3 2 2 Ihv�et 48.000 KLJ,K,L 1 1 1 1 1 1 2 1 2 2 2 2 3 3 2 2 313 3 :4 3' 3 313 414 3 3 4:4 4:41.3 i 3 4; 4 4' 4 4 3 514 4.4 4.3 5:4 NffG' RAIL •••• A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 FULL DP 11 9 111 222222332;23,33 ;34.44;43'3444:44354444'354 • • • • • s • • • PSF 41 67 48 87 76 79 HEAD C,D G 2 0000•• • • 2 2 • • JAMS ABOVE 0000 •• ,E,F,, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 3 3 2 3 0000 • • i 653.625 HIJ,KL 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3�3 3'3 4'4 3'3 4 4 4.4 3 3 4 4 4:4 3 3 4�4 5'5 2 4!3 5 4 5.5 4 3 5:4 C' RAIL •• • ••••• 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 JAMES BELOW • A,B.M , 0000•• • • •• 1 1 1 1 1 1 2 2 2 2 2 3 3 3t3 3'3 4 4 3:3 4:4 4.4 3.3 4 : 4 4 4 3 3 4.4 5.4 4;3 5 4 5!4'4 3 5 4 G _ ••0.00 0000• • • 1 �. 1 �� OGY � � � GE SPACING STANDARD V IEW • • • • • • • • • • • • • FJG 1fI13R1B 8 OP Q7Yf3Rr tCfEDBYStZE NWWMIB R3WS T�° &Y700 f • • • • Fx an4ri>or A NO IM �r Po aQonsm ALUM. SINGLE HUNG WINDOW. IMPACT L P . E . • • • • • • • yr !@OKO189, 891274 V B- -i°" - - ° ibis PE A39712 • • • 6FJC ?am Ju 1/13/07 NTS 9 a 11 404410 B Smaawel •0606• •• •• 06000 • 0 6 • • • s• • • • • • • 0.00 • • •0.00• • • 0.06 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBSh CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MNUS SASH HEIGHT FROMTABLE 8. 1. ANCHOR TYPES: 1- 1h4" ELCO TAPCONS SUBSTRATE: 17.125 22.868 1 28211 33 .754 39296 44.839 1 60.382 1 55.925 2 - 114" ELCO SS4 CRETE -FLEX ANCHOR TYPE: o U U z v! p o U U p o p v U C3 U U o v U o U v o U U o U U 3 -#12 SCREWS WINDOW GLASS g N Q O N p N O `- Q a g p O t3 N Q O N Q Q O t3 g N Q Q �i N O -8 N" O O ® DIMENSIONS: TIONS ARE BASED ON THE FOLLOWIING WIDTH TYPE S5 v U r U U 3 v O U U 33. U 0 � v v t) v U HEAD - IS IW MAX. FROM CORNERS 19.125 D.E,F J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ff43 JAMBS - 17112` MAX. FROM TOP CORNERS Kl 1 1 1 2 2 2 2 2 2 2 2 2 .2 2 2 3 2 3 3 3 3 11 U2" MAX. ABOVE THE MEETING RAIL D,E F,J, 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8" MAX. BELOW MTG. RAIL 24'000 KL 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 4 SILL - ANCH REQUIRED RNER3 D,E,F,J, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM 32.000 KL 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 5 3 5 ®V WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR PSF 79 ABOVE THE MEETING RAIL AND TABLE & FOR BELOW. 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2. 1 2 2 1 2 2 1 1. 2 2 1 2 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW KL 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5® WINDOWS ARE 12 518" MIN. TO 38" MAX TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 1 79 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 -LESS. KL 1 1 1 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 6. DESIGN PRESSURE LIMITATIONS: PS 79 76 79 77 79 79 79 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 44.000 D,E F,J ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM ' 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS KL 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 8 SHOWN IN BOLD. OTHERWISE THE MAXIMUM DESIGN PSF 78 79 70 79 79 71 79 73 76 PRESSURE FOR THE 48.000 D Z 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 GLASS TYPE IS 2 RESPECTIVE SCE AND 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 AVAILABLE. 79 63 71 79 84 74 66 77 89 p ® TABLE 7. KEY: 53.125 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 MAX pSF 1 1 2 2 Z 3 3 3 4 4 4 5 4 5 8 5 8 6 5 7 6 5 7 (DP LIMITED) 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLE 8. JAMB ABOVE 2 SASH HEIGHT' MTG. RAIL SUBSTRATE. 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 i4N� W E. ,3 N 8 ° 8 ,3 $ N 8 � 8 �3 i " A " 8 N " 8 2 " 8 ,4 § " I " i - 'd 11 8 81 (FULL DP) 4 §" � JAMB AB 4 rRmucr>�o 19.125 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG RAIL 5 "tom*h zv4* &r rbft 1 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 OL 32.00 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 i 201I 37.000 Z 1 2 7 2 2 2 3 - 2 - T - 3 - 1 3 2 3 - 3 - F - 3 - 1 - 3 TABLE S. KEY: rmaa• 40.E 74 MAX PSF • •••• 2 2 2 2 2 2 3 2 3 __ 3 3 3 3 4 3 3 4 3 4 4 3 4 (DP LIhAT 11 ED) 2 • • • • s • • • 044. 68 78 JAMB BELOW 2 +••••• • s 2 2 2 2 2 2 3 2 3 3 4 3 3 4 3 4 5 3 4 5 3 4 Kra RAIL • • s••••• 83 72 79 •••••• • • •• IP'� 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 - 4 - T - 3 - F4 - 5 3 4 5 3 4 (FULL DP) • 73 58 88 72 JAMB BELOW 2 • • • x.125 •••••• 2 2 2 2 2 2 3 3 3 _ . LT 3T4 4 13 1 4 1 5 1 3 1 4 5 3 5 5 3 5 MTG. RAIL • + P T ANCHORAGE SPACING CUSTOM VIEW • • • • • • • • • tolo 7EaWOLOOro•Ne // • • ®• w • • • • F1C 11/13818 B ADODP/AAX WHERBAN0M ISRESTR=W SY8M NOICq,08. R.94tt/8 Y PJC 124NB A n1D a1ANOS 1199817 ro. �nsa 1 3 ALUM. SINGLE HUNG WINDOW IMPACT L, � • p,3, • • • • • • • art ►1aww9, FL4W4 V g + m.oe m..e mroua A.: PE OW12 • • •FJC 7MW J.L 2mw 8K/OD NM L 10 + 11 4040.20 B struchael • • • • • •• • • • EXTERIOR ITERIOR L> ® N OTES: y 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DARE COUNTY AND S DETAIL) APPROVED 114" ELCO TAPCONS OR 19" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1314 ". 336 KSI MIN. CONCRETE (SEE NOTE I & 3) 2x W LICK WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI -DARE COUNTY, USE #12 STEEL SCREWS (G8) OR ®(SEE NO (SEE NOTE 2 & 3)® 114" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. • , : , 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE s a 1 318 "MIN.,1 /4' TAPCON® TOTAL THICKNESS IS LESS THAN 11/2!. Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE • 9.314' MIN.,1/4' CREEI EE -FLE7C INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2" OPTIONAL 1x 0 13/8' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK i MI . ® ENGINEERED BY OTHERS OR AS APPROVED SYAUTHORITY HAVING JURISDICTION. (SEE NOTE 4) - —L 8. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 1/4" 1!4 8083 -T8 AND A MINIMUM OF V8' THICK. THE ALUMINUM STRUCTURAL MEMBER SWILL BE MAX MAX. OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 §HEET DETAIL A DETAIL METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPOONS TYPICAL FLANGED H {e. ORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FN ® MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 11/4' 1318 MIN. MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 114" MAX. SHIM G+- 1/4' S 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT UMM TO STEEL SCREWS, THAT COME INTO CONTACT .' . • • . WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FSC CURRENT, EDITION, SECTION 2103.8.4 (SUPPLEMENT 2008). CONCRETEANCHOR, WOODANCHOR, FH BELOW MEETING FH BELOW MEETING® RAIL (SEE NOTE 1 & 3)® RAIL (SEE NOTE 2 & 3) �{ 3.36 KSI MIN. CONCRETE INTERIOR + OR I S KSI MIN. CMU ® (ALL JAMB DETAILS) EXTERIOR 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK SUBSTRATE (SEE NOTE 4)® (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHO GE 1t4' ODD FRAME MAX. N99DUCT FSHIM d it' 'w"IMf Ak D FRAME ° Iw .. QV2 06 .131'DIA.MIN. �r �ZdI x 21/2" NAIL, s7 .131" DIA. MIN. AT CORNERS UadeW9t x 2 V2' NAIL, AND 6' O.C. WOOD FRAME ATOORNERS •••• ANDB'O.C. 0 00 i••••i • • • x2112"NAIL • • • a**** MA AT CORNERS • • ***a • • SHIM AND 8' D.C. • • • • •' • • DETAIL F, (HEAD) DETAIL E, (JAMB) DETAIL G, (SILL) • • • • s • • O sseo * • • • • TYPICAL INTEGRAL FIN ANCHORAGE IPA • 0 0 w • •. • • ANCHORAGE DETAILS / a� • . • F t1 0WOO & Iv07E£ to OE N l9uvVaoo4MY@ / � • . •.•. evaaroe a 7.LPDAIE rroxorae Raczre •••••• 1 A _ mome REFLArmliclANcHo vaeQonarm ALUM. SINGLEHUNGWINDOW, IMPA L P • • • • J. L 2&M NOKOiA{B, FL 94274 V3+f> r Aetre► NTS l s 11 `°°`°p' 4040 -M H PEA 12 •••••• •••••0