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WS-09-1068Inspection Worksheet Miami Shores Village 10050 N.E. 'nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 120683 Inspection Date: August 18, 2009 Inspector: Bruhn, Norman Owner: FILS -AIME, BERNARD Job Address: 453 NE 99 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ASTOR CONSTRUCTION LLC Permit Number: WS -6 -09 -1068 j Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060170410 Building Department Comments REPLACEMENT OF WINDOWS AND DOORS 23 OPENING IP' Passed ; , A I Inspector Comments CREATED AS REINSPECTION FOR INSP-117807. 1. SCREWS MISSING 2. GLASS BROKEN 3. SCREW GLUED IN / (Needed _ %��� Failed Correction Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until August 18, 2009 For Inspections please call: (305)762 -4949 Page 1 of 1 Miami Shores Village Building Department 1 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): uilding Roofing Owner's Name (Fee Simple Titleholder Owner's A dress Lb 3 at JUN 2 4 2H09 RV BY :m Permit No.Y\ Master Permit No. `_Phone # 9 7 City CbrnISAALS State P Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 453 NE_ q City Miami Shores Village FOLIO / PARCEL # Ls Building Historically Designated YES NO Contractor's Company Name ). Q.fl3YLU- • �' ' Sr( "r �_ (2 i hone # County Miami -Dade Zip Contractor's Address 1-i /aa �� City Cirri? State l Zip S 3 ) l Q Y Q Phone # �l r QC p r 0 �� 2 Qualifer Name State Certificate or Registration No. Q 0 1 SC`" (0a /Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ A ¶1 ° Type of Work: DAddition Describe Work. op Phone # -2q2 - t Square / Linear Footage Of Work: L ` I Alteration DNew epair/Replace ❑ Demolition il i2J1F •00 Permit Fee $ ■0 Notary $ Training/Education Fee $ Scanning $ IS ' r Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ - Total Fee Now Due $ ( 1 U" CCF'$ Technology Fee $ Zoning $ 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 a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOIT.F,RS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ********** ******* **** * * ****** ** ** ** ******* * * ** * * ****:x**:********* ** ** **:x********* *** * * * ***** * * * * *** ****** APPLICATION APPROVED BY: (Revised 07 /10/07) Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECO ' DED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION Permit # . 4141 P h Folio STATE OF FLORIDA COUNTY OF THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 111111111111111111111111111111111111111111111 Of= N 2009R046!5652 OR ek 26919 Ps 1324; (1Ps) RECORDED 06/26!2009 14:33:38 HARVEY RUV'IH► CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 1. Legal Description of property: 43 i JE. S EE r ('fZee e-Ac 4) _ S3 1VE 2. Description of improvement PROVIDE AND INSTALL IMPACT - RESISTANT WINDOWS AND /OR DOORS. Street address: 3. Owner(s) name and address: Interest in property: kvlsT ;wo, AAtkTr Ytez. 'S3 NE- qq-11- STrPE T /p c rcf c(. 313f `" tZe k ce ", Name and address of fee simple titleholder: 4. Contractor's address: 4`7 2 z sw IVVICLet 5. Surety: (payment bond required by owner from contractor, if any) Name and address: Amount of bond $: 6. Lender's name and address: f 3 31S 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a)7., Florida Statutes. Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: ors 9. Expiration date of this Notice of Commencement (the different date is specified) Signa a of Owner Print Owner's Name: sa 4I°na ihir,-oz Prepared by SWORN TO AND SUBSCRIBED before me this 69 day of Signature of Notary Public: Print Notary's Name: My commission expires: Miami Shores Village Building Department f0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. Master Permit No. Permit Type (circle): Building Roofmg Owner's Name (Fee Simple Titleholder) ON 1141`) Rum Phone # Owner's Address 4S3 PE a1 t ' 5+ City MAN/ 11 61-/ W5 state FL Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 4C3 %ve" 40P4 5," City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name A srofz Ce)As7v i t teA Phone # 3C' • 2.6 • 25-26 Contractor's Address 2_ Sc..) 7 i 4 V e - M City 1 1 10.44; State Pt Zip 3 31 Qualifier Name CA Jo A . pQ e$a..-f ® Phone # State Certificate or Registration No. C G C ! SO 663 C Certificate of Competency No. Architect/Engineer's Name (if applicable) 5 tYar=REA r Phone # Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: Iq, °co. ❑Alteration New OC O near Footage Of Work: tf (t t Repair/Replace ❑ Demolition ******** * *** *** * * * * ** * * * * * * * ** ** * *** * ** Fees************* * * * * * * *** * **** * * ** ** * *** *** * * ** Submittal Fee $ Permit Fee $�� CCF $ FAlCC� Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -+ 4 .. 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 a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of I. 1 VLQ , 20e, by who is personally known to me or who has p As identification and NOTARY P , : LIC• tualiais Signature W Contractor The foregoing instrument was ackno , ledg efor- -,e this !Ct Ir t ► day of 0 ,20C1, by 4mho is personally known to me or who has produ \e00��L AR A °li. : )m as identification and who 444 `' i , m LIC: ,ec0ry7 ''oO 9' z � �' #DD a #�� g 515441 e a i ® �i • �y� Rded lhN bz �`fQ Boa eso Sign: I�il��:,•��,. - �../ �� ��' • . ;d�cUneao e�F���° Sign: Print: j�tttSTAp��9���Sa� Print: NOTARY My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) *o G„, 41i; a f / 1.15441 ®o ff 'AM MI My Commission Expires: Odilli 1100 Plans Examiner Engineer Zoning Permit No: 09- /06 Job Name: 6,X , 2009 Miami Shores Village Building Department Building Criti • ue Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 MOMMEI JUN 2 4 2009 g B Y: •••• • • • • • •••• -.• • -• ••• •••44. •••••• •. • •••••• • •• •• WIND CALCULATIONS INSTALLER: ASTOR WINDOWS & DOORS 4722 S.W. 74TH AVENUE MIAMI, FLORIDA 33155 PHONE: (305) 328 -9138 FAX: (305) 418 -7541 WEBSITE: WWW.ASTORWINDOWS.COM PROJECT: IMPACT WINDOW / DOOR INSTALLATION AT: • •• •.a •••••• • •••••• • • • ••• • •• 453 N.E. 99TH STREET MIAMI SHORES, FLORIDA MIAMI -DADE COUNTY JU. E 10, ,S09 CA STR REPARED OS M. PER , P.E. CTURAL ENc. NEER L. P.E. #: 54844 ON -CALL .B. #: 00778,E NGI EERING COMPANY" a) al u) a) r E w cc SUBJECT TO COMPLIANCE WITH ALL FEDERAL LEI 9420 S.W. 1 1 2Ti1 STREET, MIAMI, FloRidA 33 1 76 TEL: (786) 242-1 720 - FAX: (786) 242-4399 IC RAL '9 EE[ INC CONSULTANTS,. INC. . 420 S.W. 112TH STREET MIAMI, FLORIDA 33176 TEL: (714) 242.1720 FAX (786) 242.4399 DESIGN CALCULATIONS Cam. ROM 4705 WArri ru. VI(ot P PwIcsi 47) —t.o. w Ik* 1 /oQ loco r ffir40.04000E 'CKb,) = 01-85 ifitia 3) .4111f04 ocKer<h):: 149-4 � F (x43) 5). 410•4Sti 51 PROJECT N SHEET NO. _ O DATE • qh. ©.a (oK,, Kam, Ka v • p - o.00Z5l� 85 )(1.00)(1. �,•�(1 �i,op� =1h • u7.414038 PV • ?" % CGCP) �„, C-#h(4) vi bietig : -;- ae 18 an: MEA<1Q 4 5 —55,3 —IAD W. 2 COT hat= _4 s 0195 1051 - 2A 51•11) aa95) 1* 3o z 4142111.0:71411••••IPIIIMPPINNEPPlo• .04ga%(% STRUCTURAL Miami Shores Village Building Department Miami -Dade County, Florida Job: Window / Door Installation at: 453 N.E. 99th Street, Miami Shores, Florida RE: Window / Door Units Design Wind Pressures June 10, 2009 Dear Sirs: We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: Positive Design Pressure (Zone 4): 54.7 psf Negative Design Pressure (Zone 4): 59.3 psf Positive Design Pressure (Zone 5): 54.7 psf Negative Design Pressure (Zone 5): 73.2 psf DOORS: Positive Design Pressure (Zone 4): 52.4 psf Negative Design Pressure (Zone 4): 57.0 psf Positive Design Pressure (Zone 5): 52.4 psf Negative Design Pressure (Zone 5): 68.6 psf NOTE: "Zone 5 "pressures are applicable to openings that are within 3' -8" of building corners - Refer to calculations. .The above stated design pressures have been determined in accordance with ASCE 7 -05 based on the following criteria: * Building Category: II * Building Mean Roof Height: 13' -6" * Basic Wind Speed: 146 mph * Exposure Category: C Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not'been independently verified by Structural Engineering Consultants, Inc. If you should hap ;s en to have any questions or concerns regarding this or any other matter, please do not hesitate to contact u •••• • . • •• ,. •• • .. • • • tNGATEERINIG CONSULTANTS, INC. ( E.B. #: 007781) :6140/09 • • ,Carlo .. . • . ..•... :E. 3tp,KlatYal Engineer . sp.,... • ••""YOUR ON -CALL ENGINEERING COMPANY" • 9420 S.W. 112T1-1 STREET, MiAMi, FloRidn 33176 TEL: (786) 242 -1720 - Fax: (786) 242 -4399 MIAMI-DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) flGT Industnes,jnc. =- 1070 Technology Drive Nokomis FL 34275 COPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.eov/buildinacode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD. This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. PESCREY'110N Series "HR -710" Aluminum Sorizo i51 -Roll Window = L MJ APPROVAL DOCUMENT: Drawing No. 4127.10, titled "Aluni.- 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. Clark, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MiSuST E IMPACT RATING: Large Missile and-S—mall Miasile- Impct Resistant AB FLING: Each unit shall bear a permanent label with the manufacturer`s name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. •• ••• • • • • • •• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactures o'rifs .... • • d i s t r i b u t o r s and shall be a v a i l a b l e f o r inspection at t h e job s i t e a t the r e q u e s t o f t h e B O in�a $'al • This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • • • . • •• • • •.• • • • ••. • • • • • •• • • •.•r"- 7ANo-d'7=$3f5.09••• ••• F Expiration Date: December 21, 2011 LApproval "Date: January 03, 20081 ••• • • •.:P�1 • • • • • • • • • • • • •• • •. • • • • •• •• ••• • • • ••• • • 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. Clark, P.E. B. TESTS 1. 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 2411 3.2.1, 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. FTL -4858, dated 03/08/2006, 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 2411 3.2.1, 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. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 •• ••• • • • • • •• • • • • • • • • • • • . • • • • • ••• • • • •• • • • • er • • • • ioefuc antra a : , • • • •NOA No107- i 0/ • Expiration Date: December 21, 2011 Approval Date; January A3,2QO& • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• ••-• • • •• •• ••• • • • ••• • • 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 CER1'fICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for "DuPont 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 1. 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. ¥1'L- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter 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. E -2 •• ••• • • • • • •• • • • • • • • ••• • • •• • • • •• :. ZP$re; • 1'rodgct Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approvmlpatj: J4u$ry;09, 4 ••• • • • • • • • • • • • • • • ••• •'• • • • • • • • • • • • • •• •• • • • •• •• Y•• • • • ••• • • •••• • • • • • •• • • • • • • • • • • •••• • • • • •••• • • • • •••• • • •••• • •• • • •• • • •• • • • • •• • •• • • • •••• • • GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW (-1 GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CQQN$IST.ING- OF-(-2) LffE6 OF 1I8" —ANN AI FD_ GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/I6" LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5116" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7/18" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER F. 7(16° LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16° LAMI 1G: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 5/16" OR 3/8° AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16° LAMI IG: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8° AIR SPACE AND 5/16° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) UTE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16° LAMI IG: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 5/16° OR 3/8" AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4° AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K. 13/16' LAMI 10: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 3/16' OR 1/4" AIR SPACE AND 716° LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16° LAMI IG: (1) LITE OF 118° OR 3/16" ANNEALED (MIN.) GLASS, 3/16° OR 1/4° AIR SPACE AND 7(18` LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OJX XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 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 TALES ASTM E 1300-02. 4. ANCHORAGE: THE 33 113% 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. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. =y • ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 • • ANSI/AF &PA NDS -2005 FOR WOOD CONSTRUCTION • • ADM -2005 ALUMINUM DESIGN MANUAL • 8. TMIS PRODUCT I-(AS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING fI!RRICANE ZONE (HVHZ). • •• • CODE. CUpiEN;IEQLTIQNd(vq). ID)NG THE HIGH VELOCITY NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS UST 8 EXTRUSIONS 7 CORNER DETAIL_ 5 ANCHORAGE.... 8-11 PRODUCT REVISED as ctt npiyingwith the Florida PolnInd Coda Acto senco No 6 Eapirotion Dino BY Mara DI on Rawer. R",mar • «.R• R°oedar: • •.A• Wee 4/18/87 tuft 10/1808 Oft •5/13/08 tt4Mtlmm. Rem B Reviews: A ADD F7L -5330 TO NOTES 78 CHG. NOTE8 TO CURRENT EDIT. CHANGE TO ASTM E 1300-02 ADD AIRSPACE DIM. NOTE 1. TECH. REF NOTE 7 & NOTE S. Dem • •*C• •228/86 cwmar J.J. 3/23/08 1076 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O OCX 28 NOI(OMIS, FL 16 34274 Visibly Better GENERAL kbirk ' t ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 NTS Matt 1 11 AMR No. 4127-10 • •• • • • •••• • • • • •••• •••• • • • • •• • • • •••• • • •••• •. 112' NOM. GLASS BITE 1/2" NOM. GLASS BITE (0,61,6) /8" ANN .090 SOLUTIA OR DUPONT PVB INTERLAYER L_ 1/8° ANNEALED OR H LASS- ' 5116' NOM.,� 63,64,65 '-_5116° LAMINATED GLASS 1111 m 118" ANNEALED OR HEAT STRENGTHENED GLASS F - .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16° LAMINATED 5/16° OR 3/8" AIR SPACE —► 1/8" OR 3/16" ANNEALED (MIN.) GLASS 13116" NOM. •• • • • • • • • 4 • • •••• •• •• • • • •••• awedar: nms • • • 4FIC• • 416877 • • • •ernesY blfG • • • 4¢•C. • 10/17706 Fend Dr Dee • • 4cie51 D 11113/08 messes. eme • • • • • RN • W28/08 • • • •••• • •• • • • •••• • • • • •••• 112' NOM. GLASS BITE 66,67,68,69,70,71 C] EXTERIOR INTERIOR E> (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7116° LAMINATED 7/16° LAMINATED GLASS 112° NOM. GLASS BITE 13/16° LAMI IG GLASS W/ 5/16" LAMI 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7116' LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16° LAMI PRODUCT REVISED as complying with thn Florida Bcflding Code Accept n sNo Expfmtion Date c nertebns NO CHANGE THOS SHEET NO CHANGE THIS SHEET A Checked J.J. ADD AIR SPACE DIM. TO LAM, Kd DETAILS 9/23106 1070 TECHNOLOGY 76 P�-T P.O. 60X 1629 NOKOM16, FL 34274 Visibly Ater GLAZING DETAILS T°" ALUM. HORIZONTAL ROLLER WNDOW, IMPACT Sedesedodek Sake stmt amb°tb. HR710 Fill 2 a 11 4127 -10 c Ai a nl L Clark, P.E. PE 638T12 Structural •••• • • • • • •• • • • •••• • • •••• • • • • • •••• • •••• •• • • • • • • • •• • • • • •• • • • • • •••• • •••• • • TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) �j �"C� %ft-, /3,19 41`! -. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" / 63" 84" 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 +60.0 -60.0 +60.0 -60.0 96" / 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 3/8" 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 +523 -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 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP T0111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,113,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7116" A,B,C, G,H,I +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 1017_H GLASS WINDOW HElG TYPE 26" 36" i 38 3/8" / 48" _1 50 5/8" ) 54" 60" 63" L_ 60" / A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 2 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 Pi •= ",1S Bzidr; <,�c ic ItncnaFtarids Accept' ceNo al-08454,g 66" 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 +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"i A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.01 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" C,D,E,F, I,J,K, L L +75.0 -75.0 „ „ .Oatc Yd�lf_., &s= ' • 10II oir GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX & XO) AND FTL -5330 A. 546" LAMI - (1/8" A, .090,1/8" A) $e5/162 LAMI - (1/8" A, .090,1/8" HS) C. 5 /164 LAMI - (1/8" HS, .090,118" HS) Ps7Y'16. LAMI - (3/16" A, .090, 3/16" A) E! x/16 LAMI - (3/16" A, .090, 3/16" HS) 007064 LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8"A, .090,1 /8 "A) H. 13/16" LAMI IG -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1 /8"HS) L 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8"HS, .090,1/8 "HS) J. 13/16" LAMI IG -1 /8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16"A) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) L. 13/16" LAMI IG -1 /8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) j Robert L. Clark, P.E PE 1439712 Structural Vircir ` /1T✓07 C ADD INTEGRAL PIN OPTIONS UPDATEASTM E 130002 DPs � DESIGN PRESSURES T� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 7. �!� B REVISE DP TABLES TO ASTM E 130002 1970 TECHNOLOGY DRIVE NOKOMIS. FL 34276 P.0.99X 1s� NOKOMIS, FL 34274 u�l0/17l00 3113/00 A s ADD AIR SPACE DIMENSION GLASS TYPES 0 THRUL. • 1:t "23/08 tx�masi �„I. owa• 1 3 /23/08 Visibly Better a'"'"'" .e HR710 arr NTS afire 3 a 11 Owning ' 4127 -10 ".� C • • • •• • • • • • •••• • • • • • •• • • • •••• • • •••• • • • • • •••• • •••- •• • • • • • • • •• • • • • •• • • • • • •••• • •• • • • • •••• • • • • •••• 273/8' 27 318" MAX DLO MAX. IX DLO �{ VENT —II FIXED 0 • •• • • • • • • • • • • •• •• • • 11O° MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 1/2 -1/4) 3 96° MAX DLO FIXED 0 33 9/16" MAX DLO VENT 1 A 57 318° MAX DLO ALL FIXED LITES X 56° MAX DLO ALL VENTS 62" MAX I.F. FRAME ALL CONFIG. C - 73° MAX WIDTH I.F. FRAME 74" MAX WIDTH FLANGE FRAME DETAIL A - OX OR XO 63° MAX FLANGE FRAME ALL CONFIG. CCM i- 85 7H 6" MAX. WIDTH I.F. FRAME—.-11 86 7/16' MAX WIDTH FLANGE FRAME DETAIL C - XOX (113 -1/3 -113) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) - :".!t:' {REVISED i' with the Florida Carta -. _ace No Of-O: Sr 00 action Data 367 - (/ / 8y 4J#. Miam li.:.. uet Castro - • • awnras c Poerhbs ADD INTEGRAL FIN FRAME MAX DIMENSIONS AND CORNER CONS7RUC77ONDETAIL FROMSHT. 8. NO CHANGE THIS SHEET A NO CHANGE 1711S SHEET momma.), 00e J.J. 3/23/06 1070TECHNOLOOY DRIVE NOKOMIS. FL 34278 P.O. 89X 1829 P4GT Visibly Better a ELEVATIONS T1127 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Efosiasltdet 100710 NTS ana° 4 d 11 ammo.. 4127 -10 �47. Clark, P.E. PE 439712 Structural •••• • • • • • •• • • • •••• • • •••• • • • • •••• • •••• • • •• • • • • • • • •• • • • • •• • • • • • ••• • • •••• • • • • • • • 0 0 0 INTERIOR fID MA- X VENT DLO EXTERIOR INTERIOR MAX FIXED 13L0 MAX WIDTH (FLANGE FRAME) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGEQFRAME) • MAX FIXED DLO -- MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIFRAME) • • • • • 0 • 0 ••••;y(:I •• •• SECTIONC -C • • N.ERTICAL SECTION, FLANGE FRAME) SILL (VERTICAL SECTION, I.F. FRAME) L HEAD (VERTICAL SECTION, I.F. FRAME)L PRODUC. F REVISED 55 con-r,11.4114 with the Florida Co3a A.-X, ::nce No iPolien Datc Header r •.11 oe• 4/18107 HerfeW�s ADD INTEGRAL FIN FRAME, ITEMS 41,42 AND 43 AND VIEWS. Remm e HeNdms A J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET 3/23,08 I 7070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1525 NOKOMIB, FL 34274 Yis16Ey Herter SECTIONS Tit ALUM. HORIZONTAL ROLLER WINDOW, IMPACT aetvre aa& aa� avek HR710 Half 5 a 11 4127-10 R. C f Rob. L. Chok, P.E PE 638712 Suvcturd • •• • • • • • • •••• • • • • •• • • • •••• • • • • •• • • • • • • •••• • •••• •• • • • • • • • •• • • • • •• • •• • • • •••• •••• • • .ITEM D DWG# R REV D DESCRIPTION M MAIL P PGT# I ITEM D DWG R REVI DESCRIPTION I MATL ( PGIW I 4 4102 A A F FLANC FRAME HEAD 6 6063 -T6AL 6 612237 6 66 G GLASS, 1 13/16" LAMI IG.1 /8 "A, 3/8 "AIRSPACE, 5/16" LAMI (I /8"A, .090 PVB, 1/8"A) 2 4 4025 S SASH STOP (1 TD.) (ANTI LW7 CLIP) 6 6063 -T5 AL 6 612244 6 67 " " 1 3 # #8 X 3/4 PH. PAN HEAD 7 7834AA 6 68 " " 1 13/16" LAMI IG- I /8 "A, 3/8" AIR SPACE, 5/16" LAMI (118 "HS, .090 PVB, 1/8"HS) 4 4 4053 S SASH STOP COVER (SASH STOP) 6 6063 -T5 AL 6 69 1 13 /16"LAMIIG- 3/16"A,5/16" AIRSPACE, 5 /16 " LAMI (1 /8 "A,.090PVB,1 /8 "A) 6 4 4136 F FLANGE FRAME SILL 6 6063 -T6AL 6 64136 7 70 " " 1 13/16" LAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAM1 (I/8"A, .090 PVB, 1 /8 "HS) 7 4 4137 S SILL ADAPTOR 6 6063 -T6AL 6 64137 7 71 " " 1 13/16" LAMI IG- 3/16 "A, 5/16" AIRSPACE, 5/16" LAM' (1 /8 "HS,.090 PVB, 1 /8"HS) 8 4 4131 R ROLLER TRACK 6 6063 -T6AL 6 64131 7 72 " " 1 13/16" IA MI IG- 118 "A,1 /4" AIRSPACE, 7/16" LAMI (3/16 "A, .090PVB, 3 /16 "A)_ 10 7 71298 W WEEP HOLE COVER P POLYPROP. 7 71298 7 73 " " 1 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16 "HS) 12 1 1626 A ADHESIVEOPEN CELL FOAM PAD 7 7PAD1626 7 74 " " 1 13 /16" LAMI IG•1 /8 "A,1 /4" AIR SPACE, 7/ 16 "LAMI(3 /16 "HS,.090 PVB, 3116"I-IS) 13 4 4002 A A F FLANGEFRAMEJAMB 6 6063 -T6AL 6 617795 7 75 " " 1 13/16" LAMI IG- 3/16 "A, 3116" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"A) 14 4 4134 C CASKET' FOR MAIN FRAME SILL JOINT 7 74134W/K 7 76 " " 1 13/16" LAMI IG-3/16"A, 3/16" AIR SPACE, 7/16" LA MI (3/16"A, .090 PVB, 3/16"HS) 15 1 1155 # #8 X 1.000 QUAD PN. SMS 7 781PQA 7 77 " " 1 13/16" LAMI I0.3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3 /16 "HS) 16 4 4110 G G S SCREEN ADAPTOR 6 6063 -T5 AL 6 64110G 9 90 1 1014 S SCREEN FRAME (HOR. & VER.) 3 3105 -H14 AL 17 4 4054 B B F FIXEDMEETINGRAIL 6 6063110 -T6AL 6 64054A 9 91 1 1630 S SCREEN CORNER KEY W/RINGS P POLYPROP. 19 4 4066 W WS 1P.„187 X .230, FIN SEAL 6 640666 9 92 1 1631 S SCREEN CORNER KEY W /OUT RING P POLYPROP. 21 4 4105 S SASH TOP & BOTTOM RAIL 6 6063 -T5 AL 6 612240 9 93 1 1073 S SCREEN SPRING S ST.ST. 22 1 1683 W WSTP „.250X .270 BACK, FIN SEAL 6 616830 9 94 1 1624 S SCREEN SPLINE - .135 DIA. FOAM E EM PVC 23 2 225-1 R ROLLEI(HOUSING& GUIDE 4 4211211/) 9 95 1 1635 S SCREEN SPLINE -.135 DIA. HARD E EM PVC 24 2 226 B BRASS ROLLER WHEELS B BRASS 7 7BRWHL2 9 96 S SCREEN C CLATH 29 4 4128 H HORIZONTAL ROLLER SASH TOP GUIDE P POLYPROP. 4 44128N 2.710 32 4 4006 D D S SASH MEETING RAIL 6 6063HS -T6AL 6 64006 2 1235 W WS I „.170X270 BACK, FIN SEAL 6 67S16G 33 1 35 1 1096 S SWEEP LATCH D DIE -CAST 7 71096 36 1 1016 # #8 X .625 PH. FL SMS 7 7858 37 4 4126 S SASH SIDE RAIL 6 6063-T5 AL 6 64126 2.624 062 38 1 1683 W W STP,.250 X 270 BACK, FIN SEAL 6 616830 2 7070 B BULB WEATHERSTRIP .187 X 275 6 67070K 0 39 7 40 L LIFT RAIL COVER CAP 7 74078"C"LORR 41 4 4139 L LF.FRAMEHFAD 6 6063 -T6AL 6 64139 Q Q 42 4 4140 T T.F. FRAME SILL 6 6063 -T6AL 6 64140 Q Q 41 I.F. FRAME HEAD wmpiy�ingRw U il�m Florida © #4139, 6063-T6 43 4 Q © 50 G GLAZING SILICONE, DOW 899, 995 OR z i UIVAIENT 51 1 1224 V VINYL GLAZINGBEAD BULB (THICK) 6 6'1 147W,K 52 1 1225 V VINYL GAZINGBEAD BULB (THIN) 6 6TP248K 2 2.784 w 53 4 4039 1 13 G GLAZING BEAD - 5116” 6 6063 -T5 AL 6 64039B B 54 4 4044 1 13 G GAZINGBPAD -5/16" W/GBLLKIT 6 6063 -T5 AL 6 644703 . f .062 E 3.162 D _i1 ' 55 4 56 9 985 C C G GLAZING BEAD -7/16" W /GIILLKTT 6 6063 -T5 AL 6 6985 • •052 59 4 4067 G GLAZINGBEAD - 13/16" 6 6063 -T5 AL 6 64067 - -" —1.9� — jt? ACA 5 5/16" LAMI (1/8" A, . • " 5 .090 P 43 I 61 • 62 s s " 5 5/16" LAMI (U8" HS, .090 PVB, 1/8" HS) • • • •• • • • • • •••• • • • • • •• • • • • . • • • • • •••• • • •••• • •••• • •••• •• • • • • • •• • • • • • • • •• • • • •••• •••• • • • • • • • • • • 2.710 O FLANGE FRAME HEAD #4102A, 6063-T6 .490 O SASH STOP #4025,6063 -T5 41962 -0'1.349 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 •• • • • • •• •• • .050 .678 1.096 1 1 f GLAZING BEAD, 5/16" #40448,6063 -T5 (USED WI GRILL KIT) 1. .06 52 FLANGE FRAME SILL #4136, 6063 -T6 .46 O HORIZ. ROLLER TRACK #4131, 6063-T6 :061 2 32 SASH MTG. RAIL #4006D, 6063HS-T6 1.096 1 `iT . GLAZING BEAD 7/16" #4222A,6063 -T5 2 O FRAME SILL ADAPTER #4137, 6063 -T6 �1.403� 17 FIXED MEETING RAIL #4054B, 6063HD-T6 37 SASH SIDE RAIL #4126, 8063 -T5 .050 {B 1.115 56 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED WI GRILL KIT) 1+- 1.513 1 040 .738 1.443 O SASH STOP COVER #4053, 6063-T5 T- I�-- 1.383 13 FLANGE FRAME JAMB #4002A, 6063-T6 thL61 .878 1.098 1 •1� 53 GLAZING BEAD, 5/16" #4039B, 6063-T5 . 050 1.097 59 GLAZING BEAD, 13/16" #4087,6063 -T5 PRODUCTREl7SED ea complying with the Florida Betiding Code Aeceptanco No O Expiration Dam By ..�t rr., - Proaoat �^ ray. • 1 • o." 4/15/07 10/17/06 ao"nmt C Madam NO CHANGE 77IIS SHEET NO CHANGE 7115 SHEET : •"S J u"o Cheated Satanic A NO CHANGE THIS SHEET ar J.J. Data 3/23/06 1070 TECHNOLOGY DRIVE NOK0?,0S, FL 34278 P.0 BOX 1829 NOKOMIS, FL 34274 Visibly Better Dasattaas EXTRUSIONS r". ALUM. HORIZONTAL ROLLER WINDOW, IMPACT S"bertoft H8710 008 Slat Alma ha Half 7 m 11 4127 -10 Dar C $' 7 Robert L Clark, RE. PE $39712 Slew-hire) • •• • • • • • ••• • • • • • •• • • • • • •••• • • •••• • • • • • • • •••• • • •••• • • • • •• • • • • • • •• • • • • •• • • • • • •••• • ANCHOR QUANTITIES, XOX (114-412:114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ANCHOR TYPE &SUBSTRATE GLASS TYPES A,B,C,O,H,I GLASS TYPES D,E,F,J,XL 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2 CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE v U HEAP & SILL to 3 HEAD &SILL ' vt 2 HEAD &SILL ¢ v1 HEAD & 50.L ' vt 2 HEAD & SILL a N 0' HEAD & SILL d s 2 2. GLASS TYPES: 2 A. 5/16" LAMI - (1/8" A,.090, 1/8" A) < B. 6116' LAMA - (1/8° A,.090, 1/8" HS) °LAMI x 38.375 48,000 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 1+C2+1 +C2+1 2 D.7 /18 -(° HS,.90,1/ D. 7118° LAMI - (33/6/16° A,.090, 311168° ' A) 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 E. 7/16' LAMI - (3/18° A,.090, 3/16° HS) + +C2 +11 } 1 +C2 +1 +C2 +1 3 1 +C2+1+02 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +02+1 +02+ 3 1+C2 +1 +02+1 3 1 + 02+1 +C2 +1 3 1 +02+1 +02+1 F.7116° LAMI - (3/18° HS,.090, 3/16° HS) 3 0.13116' LAMI 10 - 1/8" OR 3/16° A, 5/16° OR 3/8° SPACE, 5/16° LAMI - (1/8" A,.090, 1/8' A) 3 H.13/18° LAMI IG -1/8° OR 3/16" A, 5/16° OR 3/8° SPACE, 5/18° LAMA - (1/8" A,.090,1/8" HS) 54.000 9+'2 BO.f00 63.000 +1 +C2+1 3 1 +C2+1 +02+1 1 +1 +02+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 +C2 +1 +(�+1 3 I. 13/16° LAMI 10 - 1/8° OR 3116" A, 5/16' OR 3/8" SPACE, 5/16° LAMI - (118" HS,.090, 1/8" HS) 1.13/16" LAMI IG -1/8" OR 3/16° A, 3/16° OR 1/4" SPACE, 7/16° LAMI - (3116" A,.090, 3/16" A) 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+02 +1 +02 +1 3 1 +03+1 +C3 +1 3 K. 13/16° LAMI 10 -1/8' OR 3/18" A, 3/16° OR 1/4' SPACE, 7/16° LAMI - (3/16° A,.090, 3116" HS) 60.000 x 38.375 48.000 50.625 54.000 00.E 63.003 1 +C2+1 +C2 +1 2 1+C2+1 +C2 +1 2 1 +C2+1 +1;2+1 2 1 +C2+1 +C2 +1 2 1+C2+1+C2+1 2 1+02 +2+C2+1 L. 13!16" LAMI 10 -118" OR 3/16° A, 3/16° OR 1/4" SPACE, 7/18° LANAI - (3/16' HS,.090, 3/16° HS) 2 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 +C2 +1+C2 +1 3 1 +C2+2+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1+02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +02+1 +02+1 3 1 +C2 +1+C2 +1 3 1 +02 +1 +02 +1 3 1 +02+2+02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE 1 +02+1 +02+1 3 1 +C2 +1+C2 +1 3 1 +C2 +1+02 +1 3 1 +02+1+02 +1 3 1 +C2 +1 +02+1 3 1 +C2+2+C2 +1 3 HEAD & SILL.: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 1 +C2 +1 +C2+1 3 1+02 +1+02 +1 3 1+C2+ 3 1 +C2 +1 +02+1 3 1 +C2 +1+C2+1 3 1 +p +2+03+1 3 25 3/4° MAX FROM CORNERS. JAMBS: 9" MAX FROM CORNERS AND 2212° MAX O.C. 1 +02 +1+02 +1 02 1+02+2+02+1 3 1 +02+1 +C2 +1 2 1+(2+1 +02 +1 3 1+C2 +1 +C2+1 2 1 +02 +2+(2 +1 3 1 +02+1 +02 +1 2 1 +02+2+02 +1 3 1 +C2 +1+(2+1 2 1+02 +2 +02 +1 3 1 +C3+2 +C3+1 2 1 +C2 +2 +C2 +1 3 TABLE KEY: X O X :J 6, „3& 375 2 48.000 1 +C2+2+C2 +1 3 1 +(2+1 +02 +1 3 1 +02+2 +02 +1 3 1 +02 +2 +02+1 3 1+C2 +2+C2 +1 3 1 +02 +2 +C2+1 I1 +C3 +4+03 +1 13 I•+- ANCHOR QUANTITY PER JAMB 3 HEAD AND SILL ANCHOR QUANTITY. 50 §2F " • •^^ 4^' ^ "2+1 � 1+02 +2+C2 +1 ' 3 1+C2+2+C2+1 1+02 +2+02 +1 3 1 +02 +2+02+1 3 54.000 60.000 63.000 1+02. +2 +CZ +1131T +C 2 +1- +C2 +1 3 1+02+2+02+1 3 1+C2 +2 +02 +1 3 1 +(2 +2 +02+1 3 1 +03+2 +03+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1+C2+2+C2+1 3 1 +C2 +1+02+1 3 1 +(2 +2+C2 +1 3 1 +02 +2 +02 +1 3 1 +( 2+02+1 3 1 +03+2 +p +1 3 ANCHOR AT EACH OPERABLE VENT 1 +(2+2+(2+1 3 1 +02+1+02+1 3 1+03+2+03+1 3 1 +C3 +2+03+1 3 1+C2 +2 +C2 +1 3 1+03+2 +03+1 3 PLUS (4) ANCHORS AT FIXED SECTION. ANCHORS TOTAL AT HEAD AND SILL. 84.000 x 38.375 48.000 50.625 54.000 80.000 63.000 1 +02 +2+02 +1 2 1+C2+2+C2+1 2 1 +C2 +2 +C2 +1 2 1 +02 +2 +02 +1 2 1 +C2 +2 +C2 +1 2 1 +02 +3+02 +1 (12) 2 1 +02 +2+C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +C2 +1 3 1 +02+2+02 +1 3 1 +0+3+0+1 3 (3" MIN. O.C. ANCHOR SPACING) 1 +C2+2 +C2 +1 3 1 +02+2 +02+1 3 1+02 +2 +C2 +1 3 1 +02 +2+(2 +1 3 1 +C2 +2 +C2 +1 3 1 +03+3 +03+1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2+02 +1 3 1 +C2 +2+02 +1 3'1 +04 +3+04 +1 3 I-25 MI" ma;., 1+02 +2+02+1 1 +C2 +2+C2+1 3 1+02+2 +02+1 3 1 +C2 +2 +02 +1 3 1 +03+2 +03+1 3 1 +03+2+03+1 3 1+03+2 +03+1 3 1 +C3+2+C3+1 3 1 +02 +2+(2+1 3 1 +02 +2+02+1 3 1 +04+3+04 +1 3 1 +C4 +3+04 +1 3 3 9° REF. PRODUCT P.VISED rh cerap:..:-13 with the Florida Ac CCN 0 ...0q tw 1nf .1 '� / t ttl 1 1 t t t41 0 t X 106.315x 38.375 48.030 50.625 54.000 60.000 1 +C2 +2+02 +1 2 1 +C2 +2+C2+1 2 1 +02 +3+02 +1 2 1 +02 +3+02 +1 2 1 +C2 +3+C2 +1 2 1 +02 +4+02 +1 2 T / 1 +02+3+02 +1 3 1 +02 +2 +C2+1 3 1 +03+3+03+1 3 1 +C3+3+C +1 3 1 +(2+3+02 +1 3 1 +C3+4 +03+1 3 Mre. RAIL, TYP _ 1 +C2 +3+C2 +1 3 1 +C2 +2 +C2+1 3 1 +03+3+03+1 3 1+03 +3 +03+1 3 1 +03+3+03+1 3 1+C3+4 C3+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +03+3+03+1 3 r1+C2 +2+02 +1 3 1 +C3 +3+03+1 3 1 +C3 +3+03 +1 3 1 +C3+3+C3+1 3 1 +04+4 +04 +1 3 (SHOWN IN TABLE KEY ABOVE) 1+03+3+03+1 3 1+02 +2+02 +1 3 1 +C4 +3+C4+1 3 1+C4 +3+C4 +1 4 1 +03 +3+03+1 3 1 +04 +4 +C4 +1 3 163.000 1 +C3 +3 - +L3 +1 a -i *C. &. +t,1 +1 3 1+C4 +3+04 +1 3 1 +04 +3 +04+1 4 1 +04 +3+04 +1 3 1+05+4 +05+1 3 25 3/4° MAX 111A180x38.375 • •48.000 •50.625 • • •:54.000 • •,60.030 1+02 +3+0.2+} 2- i +C2+2 +C2 +-I-2 1 +C2 +3 +02 +1 2 1 +C2 +3+02 +1 3 1 +02 +3 +C2 +1 2 1 +C2 +4 +C2 +1 2 112°TYP' �II -+-3° MIN. 1+02 +3+02 +1 3 1+02+2 +02+1 3 1 +03 +3 +03 +1 3 1 +03 +3+03+1 3 1 +02 +3+02 +1 3 1 +03 +4 +03+1 3 9" 14-+1 1 1 1 t 1301 t 6 Robert L Clerk P.E PE 639712 Structure! 1+02+3+02 +1 3 1 +02 +2 +02 +1 3 1 +03+3 +03+1 3 1 +03+3+03+1 3 1+03 +3+03 +1 3 1+03 +4 +03+1 3 �� X X 1 +03+3 +03+1 3 1+02 +2+C2 +1 3 1+03 +3+0+1 3 1+03+3+03+1 3 1 +03 +3+03+1 3 1 +04+4 +04+1 3 ./ 1 +03+3+03+1 3 1 +C2 +2 +C2 +1 3 1 +04 +3+04+1 3 1 +C4 +3+04+1 4 1+03+3+03+1 3 1 +04+4 +04 +1 3 MTG. RAIL, TYP.- 1 +03+3 +C3 +1 3 1+02+2+02 +1 3 1 +04 +3+04 +1 3 1 +C4+3+04 +1 4 1+C4 +3+04 +1 3 1 +05+4 +C5+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS •• • 8' •63.000 «15A17 �"0 UPDATETABLE4 ,SELECTVALUESDUETOANCHORCAP. ADJ. ANCHORAGE SPACING, XOX (1/4-1/2-1/4) r as ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 10/17/06 a B REVISE ANCHORAGE FORMAT, HEAD 4 SILL CLUSTERS 10707ECMNOLOOrOlttve NORMS, 1L 34275 -- -. 13/68 A DIMENSIONS GLASS TYPES G THRU L. P.O. S9X 1929 ,...:., o .2/28/06 choreal .oar J.J. ADD SPACE 3/23/06 NOKOMIS, FL 34274 1/■04, Better 8m6v h77710 NTS ° 8 m 11 "a 4127 -10 RB' C • •• • • • •••• • • • • •••• •••• • • • • •• • • • • • •••• • •••• • • • • • •i • • • •••• • • •••• • •• • • • • • • • • •• • • • • • •• • • • • • •••• • e ANCHOR QUANTITIES, XOX (113- 113 -113) WINDOWS TABLE b NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4' ELCO S84 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ANCHOR TYPE> & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F, ,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, MOOD 2, 3ONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL m HEAD & SILL - g HEAD & SILL -, HEAD & SILL -, m HEAD & SILL ,i g HEAD & SILL - I 2. GLASS TYPES: A. 5/18° LAMI - (118' A,.090,1/8° A) - B. 5116" LAMI - (1/8" A,.090,1/8° HS) 48.000 x 38.375 48.000 50.525 54.000 60.000 83.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 1+02 +1 +C2 +1 2 1+02 +1 +02 +1 2 1 +02 +1 +02+1 2 1 +02 +1 +02 +1 2 C. 5/16° LAMI - (1/8" HS,.090,1/8" HS) °LAMI- "A,.090,3 1 +C2 +1+C2+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1+02 +1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02 +1 3 E.7/16 (3/16 /16"H) E. 7116° LAMI - (3/18" A,.090, 3/16° HS) 1+02 +1+02 +1 3 1 +C2 +1+02 +1 3 1 +C2 +1 +C2+1 3 1 +02+1 +02 +1 3 1 +02 +1 +C2 +1 3 1+02 +1 +02 +1 3 F. 7/16° LAMI - (3/16° HS,.090, 3/16" HS) 1 +C2 +1+02+1 3 1 +02 +1 +C2 +1 3 1+02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1+02 +1 +02 +1 3 G. 13/16" LAMI 10 - 1/8° OR 3/16° A, 5/16° OR 3/8° SPACE, 5/16° LAMI - (1/8" A,.090, 1/8" A) 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +C2+1 +02+1 3 1 +C2+1 +02+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2+1 3 H.13/16° LAMI IG -1/8" OR 3116° A, 5/16" OR 3/8° SPACE, 5/16" LAMI - (118° A0090,1/8" HS) I. 13/18° LAMI 1G 1/8° OR 3/16° A, 5/16' OR 3/8" SPACE, 5/16' LAMI HS,.090,1/8° HS) 1+C2+1+02+1 3 1 +02+1 +CZ +1 3 1+02+1+02+1 3 1 +02 +1 +C2 +1 3 1 +C2 +1+02+1 3 1 +03+1 +03+1 - - (1/8" 3 J.13/16° LAMI 10 -1/6° OR 3/16" A, 3/16° OR 1/4° SPACE, 7115° LAMI - (3/16° A,.090, 3/16° A) 53.125 x 38.375 48.000 50.625 54.000 60.000 83.000 1 +C2 +1+02+1 2 1 +02+1+02 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02+1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 K. 13/16° LAMI IG - 1/8" OR 3/16° A, 3/16° OR 1/4° SPACE, 7/18" LAMI - (3/16° A,.090, 3/16" HS) 1+C2 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1+02+1 +C2 +1 3 1+02+1 +C2 +1 3 1 +02 +1 +02 +1 3 L. 13/18" LAMI IG -1/8" OR 3116" A, 3116" OR 114° SPACE, 7116" LAMI - (3116° HS,.090, 3/16° HS) 1 +02+1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1+02 +1 3 1 +C2 +1 +02 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +C2 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +02+1 +02+1 3 1 +02 +1+02 +1 3 1+02 +1 +02 +1 3 1 +C3 +1 +03+1 3 1 +C2 +1 +02 +1 3 1 +02 +1+42+1 3 1+02 +1+02 +1 3 1+02 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +C3+1+03+1 3 HEAD & SILL: 10 1/2° MAX ON EACH SIDE OF MEETING RAIL CENTERLINE 25 " MFR. CM 60.000x 38.375 48.000 50.625 54.000 80.000 83.000 1 +02 +1+02 +1 2 1 +02 +1+02 +1 2 1+02 +1 +02 +1 2 1+02+1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +02+1 CORNERS 2 JAMBS: 9° M FROM CORNERS AND 22 1/2" MAX. O.C. MAX. FROM 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1+02 +1 3 1 +02 +1+02+1 3 1 +02+1 +02 +1 3 TABLE KEY: 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +02+1 +02+1 3 1+02 +1 +C2 +1 3 1+02 +1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1+03+1 +03+1 3 X O X 3 11 +C3+1+03+1 1 3 H--ANCHOR QUANTITY PER JAMB 1 +02+1 +02 +1 3 1+02 +1+02 +1 3 1 +02 +1 +02+1 3 1+02 +1+02 +1 3 1+02 +1 +02+1 3 1 +03+1+03+1 3 TIES AND SILL ANCHOR 1 +02 +1 +02+1 3 1 +C2 +1+02 +1 3 1 +02+1 +02 +1 3 1 +03+1 +C3 +1 3 1 +02 +1 +C2 +1 3 1 +03+1 +03+1 3 68.000 x 38.375 48.000 50.825 54.000 60.000 83.000 1 +C2 +1+C2 +1 2 1 +C2 +1 +02+1 2 1 +02+1 +02+1 2 1 +02 +1 +02+1 2 1 +02+1 +02+1 2 1+02 +1 +C2 +1 2 A CLUSTER RS CENTERED A CLUSTER OF (3) ANCHORS CE ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL (3° MIN. O.C. ANCHOR SPACING) `I 1 +02+1 +02 +1 3 1 +C2 +1 +02+1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1+02+1 3 1 +02+1 +02 +1 3 1+02+1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C3 +1 +03+1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +C2 +1 +02+1 3 1+02 +1 +02 +1 3 1 +01 +1 +C2 +1 3 1 +03+1 +C3+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1+02 +1 +02 +1 3 1 +02 +1+02+1 3 1 +03+1 +03+1 3 1 +03+1+03+1 3 1 +02+1 +C2+1 3 1+03+1+03+1 3 74.000 x 38.375 48.000 °^ °^` 1 +02 +1+02 +1 1 +02 +1 +02 +1 2 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 2 1+02 +1 +02+1 3 1 +02 +1 +02 +1 2 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 2 1 +02+1 +02+1 3 1+02 +1 +02 +1 2 1 +02+1 +02 +1 3 1 +03+1 +03+1 2 3 �� 25 3/4° MAX. — 11+ --3° MIN. a3 cams: }ryrg with ttfe Florida 70com 1Ci'P.withOD Buildiwe. Cade AacalfwNO0 -OS 5.09 taaEx.vmionOnto 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1+02 +1 3 1+02 +1+02 +1 3 1 +03+1 +03 +1 3 °REF' 1 11 y 1 161 0 1 X 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1+02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 9 1+02+1 +02+1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 Tr- 3 r 1+02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03 +1 3 1 +p +1 +q +1 3 1 +02+1 +02+1 3 1 +03+1 +03+1 3 OF (3) ANCHORS ABOVE) ' 1+02 +1 +02 +1 2 1 +02+1 +02 +1 2 1+02 +1 +02 +1 2 1 +02+1 +02+1 3 1 +02+•1 +C2 +1 2 1 +C2 +1 +C2 +1 MTG. RAIL, 2 EXAMPLE TYP. CLUSTER W/ QTY. IN TABLE KEY 1 +02 +1+02 +1 3 1 +02+1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +p +1 3 ` f3Lt'off 1 +02 +1 +02+1 3 1 +02 +1 +C2 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +03+1 +03+1 3 (SHOWN i.,/, IP , 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+03+1 +03+1 3 1 +03+1 +03+1 3 1 +02 +1+02 +1 3 1 +03+1 +03 +1 3 DmloProdu$ ' , `10° 1 +C2+1 +02+1 3 1 +01+1 +02 +1 3 1 +p+1 +03+1 3 1 +03 +1+03 +1 4 1+C3+1+03+1 3 1 +q +1 +03+1 3 253/4° MAX. 1 +03 +1 +03 +1 3 1 +02 +1+02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 4 1 +03+1 +03 +1 3 1+04 +1 +04 +1 4 (� --11 TYP �I. 11 (2 MIN. 1 +C2 +1 +02 +1 1 +C2 +1+02 +1 2 1 +02 +1 +02+1 3 1 +02+1 +02+1 2 1 +02 +1 +02 +1 3 1+02+1 +02 +1 2 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 2 1+02 +1 +02 +1 3 1 +03 +1+03+1 2 �,✓ �� 1y /% Robert L Clink, P.E. PE #39712 Swotmal 3 9° REF. 6 1111 X 1 1111 0 1 -- X 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1+02 +1 3 1+02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +03+1 +03+1 3 1+02 +1+02 +1 3 1+02 +1 +02 +1 3 1+03+1+03+1 3 1 +03+1 +03 +1 3 1 +02 +1 +02 +1 3 1+03+1+03+1 3 1 +C2 +1 +C2 +1 3 1+02+1+02+1 3 1 +p+t +03+1 3 1 +p +1 +q +1 4 1+03+1 +C3 +1 3 1 +04 +1 +C4+1 4 �' �4 �' 1 +03+1 +03+1 3 1 +02 +1 +C2 +1 3 1 +03+1+03 +1 3 1 +p +1 +03+1 4 1 +03+1 +03+1 3 1 +C4 +1 +04+1 4 EXAMPLE CLUSTER W/ Q. OF (4) ANCHORS 1 f• X5/07 0 UPDATE TABLE & SELECT VALUES DUE TO ANCHOR CAP. ADJ. 6,� ANCHORAGE SPACING, XOX (1/3-1/3-1/3) T ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F.K. � 1O/17/86 8 REVISE ANCHORAGE FORMAT, HEAD $sac CLUSTERS N + 2708 RC. BOX 1629 NOKOMIS, FL 34274 P 7— 0'+�1' 10.0 5/13/00 A ADD SPACE DIMENSIONS TYPES 'S L. X . 1 9w FXG 228/06 a • J.J. ftvas 3/2308 GLASS THRL Visibly Betrer mono s�.r" NTS r 9 a 11 4127 -10 rm.: C • •• • • • •••• • • • • ••e• • • • • • • • •••• • • • •• • • • •••• • • •••• • • • •••• • •••• • • • • • • • • • • • • •• • • • • • •• • • • • • •••• • •••• • • •••• • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - 412 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16° LAM! - (1/8° A,.090, 1/8" A) B. 5/16° LAMI - (1/8" A,.090,1/8" HS) C. 5/16° LAMI - (1/8° HS..080,1/8° HS) D. 7/16" LAMI - (3/18° A,.090, 3/16° A) E. 7/18" LAMI - (3/16" A,.090, 3116° HS) F. 7116" LAMI - (3/16° HS,.090, 3/16° HS) G. 13/18" LAMI IG - 1/8° OR 3 /16" A, 5/16° OR 3/8" SPACE, 5/16° LAMI - (1/8" A,.090, 1/8° A) H. 13/16° LAMI 13 - 1/8° OR 3/16° A, 5/16° OR 3/8" SPACE, 5/16" LAMI - (1/8° A,.090, 1/8° HS) I. 13/16° LAMI IG -1/8° OR 3/16° A, 5/16° OR 318" SPACE, 5/16" LAMI - (1B° HS,.090,1/8° HS) J. 13/16° LAMI 13 - 1/8° OR 3/16" A, 3/16° OR 1/4° SPACE, 7/16° LAMI - (3/16" A,.O90, 3/16" A) K. 13/16° LAMI 13 - 1/8° OR 3/16° A, 3/16" OR 1/4" SPACE, 7/16° LAMI - (3/16" A,.090, 3/16" HS) L 13/16" LAMI IG -1/8" OR 3/16" A, 3/16° OR 114° SPACE, 7116° LAMI - (3/16° HS,.090, 3116° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4" MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: O X ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW S12E W - -,I V j s9 W N X of 2 g .a-C 2 a9a W( = 06 1 +C2 +1 m g " 2 Q,Q W W 1 "_ 1 +02 +1 m -, 2 ❑a � ui 1 "8 1 +C2 +1 m g 5, 2 q9 i z F 1 "8 1 +C2 +1 m ., 2 ¢� W = "8 1 +C2 +1 m 4 2 37.000Jx ,38.375 1 +C2 +1 48.000 1+C2+1--3 T +C2+1" 3 1+C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 50.625 X000 60.000 83.000 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 T+02+9--- 3 - -1 +024 , 3- S + +C2 +'I 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +X3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +X3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +X3+1 3 48.000 x 38.375 48.000 50.625 54.000 60.001 63.000 1+C2+1 2 1 +02+1 2 1 +C2 +1 2 1 +X2+1 2 1 +C2 +1 2 1 +C2 +1 2 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02+1 3 1 +C3+1 3 1 +02 +1 3 1 +02 +1 3 1 +03+1 3 1 +C2 +1 3 1+02+1 3 1 +p+1 3 1 +C2 +1 3 1 +C2 +1 3 1+C3+1 3 1 +X3+1 3 1 +C2 +1 3 1 +X3+1 3 1 +X3+1 3 1 +C2 +1 3 1+X3 +1 3 1 +X3+1 3 1 +02 +1 3 1 +p +1 3 1 +p +1 3 1 +C2 +1 3 1 +p +1 3 1 53.125 38.375 � 1 +C2 +1 2 1 +02 +1 2 1+C2+14' ( 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 2 +X3+2 13 -•- ANCHOR QUANTITY PER JAMB 48.000 50.625 X000 60.000 63.000 1 +02 +1 3 1 +02 +1 3 1 +C3+1 3 1 +02+1 3 1 +02 +1 3 1 +03 +1 3 1 HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 33 -3- 3 1 +C2 +1 1+G2 +1 3 1 +p +1 1 +C3 +1 3 3 1 +C2 +1 1 +p +1 3 3 1 +C2 +1 1 +C2 +1 3 3 1 +C3+1 1 +p +1 3 3 A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FOXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3" MIN. O.C. ANCHOR SPACING) 1 +p +1 4 1 +C2 +1 3 1 +C3 +1 3 1 +X3+1 4 1 +02 +1 3 1 +C3+1 3 1 +X3+1 4 1+X3+1 3 1 +C4 +1 3 1 +X3+1 4 1 +C3+1 3 1 +C4 +1 3 60.000 x 38.375 48.000 50.825 54.000 60.000 63.000 1 +02+1 3 1 +02+1 2 2 +02 +2 2 1 +C2 +1 3 1 +C2 +1 2 2 +02 +2 2 1 +C2 +1 3 1 +C2 +1 3 2 +p +2 3 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +p +1 3 1 +C2 +1 3 2 +p +2 3 1 +p +1 3 1 +C2 +1 3 2+X3 +2 3 1 +X3+1 4 1+C2+1 3 2 +X +2 3 1 +C3 +1 4 1 +C2+1 3 2 +C3 +2 3 1 183!4° MAX 14° PANEL MIN. PRODUCT ratasED Bonding dm Florida as Bonding Codo B AcccptenC No . 08 5,taf 1 +p +1 4 1 +p +1 3 2 +X4+2 4 1 +p +1 4 1 +C3+1 3 2 +C4 +2 4 9° REF. 1 +p +1 4 1 +p +1 3 2 +04 +2 4 1+03+1 4 1 +p +1 3 2 +C4 +2 4 66.000 x 38.375 48.000 50.625 54.000 80.000 83.000 2+X2 +2 3 1 +C2 +1 2 2 +C2 +2 3 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 T--- 2 +C2 +2 4 1+X2 +1 3 2 +p +2 3 2+02 +2 4 1 +C2 +1 3 2 +C3+2 3 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 2 +X3+2 4 1 +C2 +1 3 2+p +2 3 2 +X3+2 4 1 +C2 +1 3 2 +X3+2 3 (SHOWN IN TABLE KEY ABOVE) Expiration Dace i' L -11 2 +p +2 4 1 +C2 +1 3 2 +C3 +2 4 2 +p +2 4 1 +C2 +1 3 2 +C3 +2 4 ? �/ By. D B: J- Dade Product krct 1" " 2 +03+2 4 1+p +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +p +1 3 2 +04 +2 4 1 +p +1 4 1 +p +1 3 2 +C4 +2 4 2 +p +2 4 1 +C3 +1 3 2 +C4 +2 4 18 3t4" MAX. d 1Qfl x 38.375 _, • 48.000 2 +C2 +2 3 2+X2 +2 2 2 +C2 +2 3 2 +C2 +2 3 2+C2 +2 2 2 +C2 +2 3 1 /2" TYP. 1 I -.--3° MIN. 2 +acJ2-4--2+02+2_3 2+p +2 4 2 +p +2 4 2 +02 +2 3 2 +03+2 4 9° REF. II MM I O ,e� �--- ii�� / ' 6 ` J Robert L. Clark, P.E. PE dS9T12 Structural • 50 625 i.. r• •• 60.000 I•••• 63.000 2 ++2 p 4 2 +C2 +2 3 p 4 2 +X3+2 4 2 +C2 +2 3 2+X3 +2 4 C34:27 4 2 +C3+2`3 +C4 +2 4 2+X3 +2 4 2 +03+2 3 2 +C4 +2 4 • 2 +03 +2 4 1 +03+1 3 2+04+2 4 2 +p +2 5 2 +p +2 3 2 +C4 +2 4 MFG. RAIL EXAMPLE CLUSTER W/ Q. OF (4) ANCHORS 2+03+2 4 1 +p+1 3 2 +C4 +2 4 2 +C4 +2 5 2 +03 +2 4 2 +04 +2 5 r F 1 cite me. 4115107 rte: c cxcsARLE9 T0 s, 8 SELECT VALUES DUE TO ANCHOR OAP. ALJ D ANCHORAGE SPACING, OX AND XO WINDOWS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT a,�naat. 1 s1r• bra 10/17106 Revisions 8 REVISEANCHORAQE FORMAT, HEAD & SILL CLUSTERS 1070TECHNCLOSYDFIVE 0 TECMi9. FL 34278 N KOMI�S.xFL34274 �_ �' ner>Be,nr DIMENSIONS ■ Br II *WO Dab= DB •228/08 A ax CheaW J.J. ADD SPACE 323/08 TO GLASS TYPES 0 1HRU L. I Visibly Better s rawaa'" HR710 a>atc 1 NTS SMaf 10 • 11 Oa,. 4127 -10 �- C • •• • • • • • A A MIN. 3.4 KSI CONCRETE 1 3/4' MIN. E.D. TYP. • :: NOTE 1 A 1x WOOD BUCK NOTE 3K, CONCRETE ANCHOR, NOTE 1 1 I4° MAX. SHIM WOOD ANCHOR, NOTE 2 1!4" MAX. SHIM 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, DETAIL A _ NoTE 2 DETAIL B 1 3/8" MIN. TYPICALE ANGE- -FRAME HEAD SECTIONS A 1 318° MIN. 1/4° MAX. SHIM —.1 CONCRETE ANCHOR, NOTE 1 1/4 MAX. —I SHIM ir 2x WOOD BUCK, NOTE 3 1x WOOD BUCK NOTE 3 DETAIL E DETAIL F <T`P E JAMB SECTIONS A CONCRETE ANCHOR, NOTE 1 Clo NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 13/8" MIN. OR 1/4° SS4 CRETE -FLEX EMBEDED 1 3/4° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1!4° SS4 CRETE -FLEX WITH A #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" 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 #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. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4° MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT ©EDITION. (1.5 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) J ° 1 314" MIN. ED (HEAb & SILL DETAILS A, B, C, D, C3 & H) TYP. 4 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR EXTERIOR INTERIOR 1/4" MAX. SHIM •••• NOTE 1A • • • • • • •• • • •••• • • • °1 1 3/4" MINA • • • • • • • MIN. 3.4KS17 � E.D. TYP. • CiBNCRETE 2x WOOD • • •.A..• DETAIL C BucK, • • NOTE 3 •••• •• •• _ • • • T P CAL.- FLANGE-F-RAME -SILL SECTIONS- •••• • • + ✓ REVD' NOTES 14 2 REGARDING MIeMFITHD.- REAdBEDMENT. • • • • air 4/15/07 C ADD IF. FRAME. CHG. NOT E5 TO FRC, "CURRENT EDITION' • • • •hex M: was • • • • • •RJQ' 10/17A5 8 Ragas* Dew • • • • •Ir• X11308 A • •• ••S J.J. • WOOD ANCHOR, NOTE 2 114° MAX. SHIM SEE NAILING en DETAIL H (HEAD NAILING .131 DIA. MIN. x 2112° NAIL AT CORNERS AND 5° O.C. TYPICAL DETAILS G, H & I. SEE NAILING 1 3/W MIN. DETAIL.D REVISE EDGE DIST., EMBEDMENT& SHT. I4 FEIiENCES AC.41.11*a No C Ex Jim Dee f.WAI.ff,i4 Product ���/ DETAIL G (SILL)A DETAIL I (JAMB)A A TYPICAL INTEGRAL FIN FRAME SECTIONS TANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT .Scala 5»: 102710 Half 11 s 11 4127 -10 C • • • • • •••• • ADD NOTES 3123108 I 0707EGHNOl00Y ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS., FL 34274 P Visibly Bette. • •• • • • •••• • • • • •••• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF, ACCEPTANCE (NOA) �Padustries f ; 070 Technokwyl rlye `Nokomis, FL 34274 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High_V_elociiy u icane-zone. DESCRIPTION: SeriesC- 740Outswing- Aluminum asement m o -a =L -. LL>E APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE RATING: Large Missi%- impact Resistant - - -.) LABELING: Each unit shall bear a permanent IaTe1 with- fheznanufaeturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of theauildinit O(ffci�al. • • • • This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E- AE;2,sytll a,� approval document mentioned above. • ••••••• • •• ••• •• • • • •• The submitted documentation was reviewed by Manuel Perez, P.E. •. • ••• • • • • . -_ • - - -- • • • • • :' • :: :Nri2C Nn! 09,011721: pfr on Data: iSay 22,.3+0'13' 7" Approval Date: May 15, 2008 , ,'Page 1 Z •e• • ••• • • • • • • • • • • • • • •• •• • •• ••• • • • • • • • • • • • • • •• •• ••• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNII'i'i'ED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 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 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. 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 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory; I•es% • L.� • oa • • FTL 3587 dated 10/8/02, signed and sealed by Jo e • h Chan, VA. •: • • • i : •: : • • • (Submitted under NOA# 03- 0611.02) L/ " E -1 Manuel Pe •• •PrpducCConn: La y•• • • • • r 4 V?. 08s, .•1J : •Fikptrition Dalt: %My 2%2011 • Approval Date: May 15, 2008 ••• • • • • ••• • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • •• .. • • • •• •• ••• • • • ••• • . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 I 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 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. 1' 1'L 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. � (Submitted under NOA# 03- 0611.02) 6. 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 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER •• •••• • • • • • . •• • 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industl�ioes f• sm74(1 Aluminum Casement Window — L.M.I., approved • 0� 3/067e lrif = S/12;08.... Manuel P P.E. • • ,l'YpdueCContill tt►er. • . .. • NF$ Nv 1731: ' tpfrrtion Dat$: ¶VUUy 224013' . • Approval Date: May 15, 2008 E -2 • •••• • • • • .•• • • • • •• • • • • • • •••••• • •• •••• • • NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: RISED OF (1) L1TEOF -1787 1' ANNEALEr G! AS -AND (1) UTF nF 1l&" '181- STT„ €- ."—!t'3THENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. CONFIGURATIONS OPTIONS ) x 0 x 0 x X 0 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12' PARTS LIST 12 ANCHORAGE 1,3,4,13 E. 13/16° I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8° AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1 /8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR °X° CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 444 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR I "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. £4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4° & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2° SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS • MAX. 13" SPACING • • • (2) ANCHORS.3" APART AT MID-SPAN • • a•SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 114" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS • TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS •••• • WHEN ANCHORING WITH #12 SCREWS. • • • • • 5•SHUTTER REQUIREMENT: NONE REQUIRED •••• • • GANARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. • • ,Z.•REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. •• • • • • • •• • • •• • • • •••• •••• • • • Kalb" • F.K. • PRODUCTREI4EWEB as caiDni�ia� wdcL^ L$c P'srid• mzeollkudilsmUD,..% By _...,..,'4_! 1cLUFartC4Dtr4' • •,0•a*, F.K 7/10/03 • • solder, aam: ..K 8223/05 • • •t•a•Y•Darc F.K. 12/17/02 • •• • • • • • 8 ADD 13/18' LG. 8 MOVE GLAZING DETAILS TO SHEET C NO CHANGE TH1S SHEET Revisions D ADD 78'H .., GLASS TYPES FAND G. REVISE ANCHORAGE. cleelecay. Dam: 10701E1> 9OLOGYDRNVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. F1.34274 PP AGT 1!/sib1, Better NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT Ica -740 NTS 1 13 Ira2 7045.8 //r2 / /`%5._ Lucas A. Turner, P.E. PE 856291 Mechanical A 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 114111/ .65" NOM. GLASS BITE .090 PVB INTERLAYER I-- 1/8" HEAT STRENGTHENED GLASS :5/16" LAMINATED -- ?GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS •••• • • • • • • •• • • •• • • • • • •••• • • • • •••• • • • • • • • . • • •••• •• •• • • • •••• 31 86 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS h-- 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16° HEAT I--- STRENGTHENED GLASS .65" NOM. GLASS BITE •• • 7 • • • • F.K + • • • •• •GF F.IC • • • • • k.eu•ie •F.K • •• ••. • • • • FK . •••• • •• • • • • •••• • • • • 00 Prodsiotter B 7/16" LAMINATED GLAZING DETAIL REDRAW GLAZING DETAILS & ADO 13116"LG. 7/10/03 Revision.: NO CHANGE 7111S SHEET Religions &23/05 ADD 73/16' LAM11.G. W/ 7/161A119 & CORRECT 5/16" LAMI DETAIL Omer 03 03/25/03 Choked a7 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 13/16" I.G. WI 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOK0915, FL 34274 Vi.ibLy Better GLAZING DETAILS P11O01iL: V ;y; ,cf W?W1(1 50 ALUMINUM CASEMENT WINDOW, IMPACT CA -745 NTS 2 13 7045 -8 Leone A. Turner, P.E. PE &50201 Mechanical •••• • • • • • •• • • • • • • •••• • • • •••• • • • • • • ••• • •••• •• • • •••• ••• • • •• • •• • • • • • • • •• •• • • ••• • • •i ••• • • • • • •••• • • CENTERLINE •• • • •• •• • ••• ANCHOR 1 1/2" LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. it 7 4° MAX. • 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. —DAYLIGHT OPENING 134" MAX. WIDTH 53° MAX. \DAYLIGHT — OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL -\\( TYP. (2) 13" MAX. O.C. 4° MAX. 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 4-- I- 4" MAX. 14 1/2" MAX. O.C. TYP. 4" MAX. t 4" MAX. 30" MAX. DAYLIGHT -] NOTE: "X° PANEL MAY SWING OPENING IN EITHER DIRECTION ELEVATION "B" - "XX° (SEE SHEET 7 FOR PRESSURES) A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT acr Mum • i • / / < / /� )(j x 2C. /X /\?. \ \ SEE MEETING \ \ ..16. RAII,iDETAIL 1:„7. (2) 1 4-- I- 4" MAX. 14 1/2" MAX. O.C. TYP. 4" MAX. t 4" MAX. 30" MAX. DAYLIGHT -] NOTE: "X° PANEL MAY SWING OPENING IN EITHER DIRECTION ELEVATION "B" - "XX° (SEE SHEET 7 FOR PRESSURES) A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT acr Mum • i • / �J / / \, \ )(j x / /X /\?. \ • \ O / 1 69" MAX. DAYLIGHT OPENING 37" MAX. VENT TYP. 13" MAX. O.C. 1- a 60" MAX. FIXED A 76° MAX. HEIGHT 1 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - • °XOX° (SEE SHEETS 7 -9 FOR PRESSURES) 325103 8 CHANGE SHEET NO. REFERENCES of": 7/10/03 Revisions: ADD HINGE LOCATION DETAILS 8/23/05 KoH CHANGE MAX HT. TO 76' AND MAX DLO 70 B9' 61 12/17/02 Mocked IN. 10/0 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 VidreBercer "XX" & "MX* ELEVATIONS PRODUCT nR6r4Ew AnNvIzsIn 1"•: 3 ALUMINUM CASEMENT WINDOW, IMPACT • •• • • • Sensaoet Sac &eel ring No. CA-740 NTS 3 m 13 7045 -8 Lucas A. Turner, P.E. PE •88201 Mechanical • • • • • • • • • • • •••••• • • ••• •••• • • • •• • •••• • •• •••• • •••• • •••• •• • • • • • •• • • •• • • • •••• • • • • • • • • ••• • • ADD HINGE DETAIL & HINGE LOCATION NOTES • • • • • •• •• •. ♦•• Wiwi er F./CO rmi4,. FK DENOTES HINGE LOCATION AT HEAD & SILL OF °X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 13" MAX. O.C. — 37" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 0 69" MAX. DAYLIGHT OPENING 4" MAX. 0 76" MAX. HEIGHT J 141/2° 4" MAX. —►1 MAX. O.C. rELEVATION` "D" - "X° (SEE SHEET 5 FOR PRESSUREST 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. OC SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13° MAX. O.C. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING L_ 4" MAX. I I 4+— _ �--- ►1 -13" MAX. O.C. 4" MAX.— ELEVATION °E" - "0" (SEE SHEET 7 FOR PRESSURES) 30° MAX. 53" MAX. DAYLIGHT °-— DAYLIGHT OPENING OPENING NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION 4" MAX. 4" MAX. —► 13" MAX. O.C. A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) -- 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 76" MAX. HEIGHT ow�r .s .arn• IThaREN6 do FIc1 6.pirt se Gran :,71/ .... . J/ Oa. 3/26/03 Etax 0123/05 ant""": B CHANGE SHEET NO. REFERENCES Fier 05 7/10/03 Reviskor CHANGE MAIL HT. TO 76* AND MAX. DLO TO 69' 13.13413: K. F. Wee 12/17/02 cnma,ier. F.K. 1070 TECHNOLOGY OWE NOXOMIS, FL 34275 P.O. BOX 1529 NOI(OMO1, FL 34274 !!c-�T Vai3emr cesaad®: XO °& OX"ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT SedeaaWaer CA-740 NTS 4 m 13 fib. 7045-8 (( /7. Vac- Lucia A. Turner, P.E. PE 566201 Mechanical • •• • • • • • i / iY 4 -__ A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) -- 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 76" MAX. HEIGHT ow�r .s .arn• IThaREN6 do FIc1 6.pirt se Gran :,71/ .... . J/ Oa. 3/26/03 Etax 0123/05 ant""": B CHANGE SHEET NO. REFERENCES Fier 05 7/10/03 Reviskor CHANGE MAIL HT. TO 76* AND MAX. DLO TO 69' 13.13413: K. F. Wee 12/17/02 cnma,ier. F.K. 1070 TECHNOLOGY OWE NOXOMIS, FL 34275 P.O. BOX 1529 NOI(OMO1, FL 34274 !!c-�T Vai3emr cesaad®: XO °& OX"ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT SedeaaWaer CA-740 NTS 4 m 13 fib. 7045-8 (( /7. Vac- Lucia A. Turner, P.E. PE 566201 Mechanical • •• • • • • • •••• • • • • • •• • • • • • • •••• • • • •••• • • • • • • ••• • •••• •• • • •••• ••• • • •• • •• • • • • • .• • •• • • • • •• • •• •• • • • • • •••• • •• • • • • •••• • • COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) "X" WIDTH HEIGHT 26 31 36 F38 3/8 j 43 48 50 5/8 )) 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 18 1/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 =90.0 70.0 I -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 1B ,E -90.0 70.0 -90.0 70.0 -90.0 70.0 =90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 26 1/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 - 66.2 66.2 -65.0 85.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 460.0 60.0 -58.5 58.5 - 56.2 56.2 -53A 53A -51.3 51.3 -49.8 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 - 45.6 45.6 . 43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 36 A -75.0 70.0 - 75.0.70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 -45.2 45.2 -42.4 42.4 B,E A -75.0 - 75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -70.4 70.0 70.0 -75.0 -60.4 70.0 60.4 -75.0 - 54.3 70.0 54.3 -75.0 -51.1 70.0 51.1 -75.0 -47.9 70.0 47.9 -75.0 - 44.8 70.0 44.8 -75.0 -42.2 70.0 42.2 -75.0 -39.7 70.0 39.7 ripe tli • • a. row ••"rti�r.•. - W �T.;3F84i., B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 t 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TB(E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01 -75.0 70.0. -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 PRODUCT RENEWED oatosislying WAt the Roth &Ming Coda AcapOnze No Ii. 0 ,, . , .... Dal" .'!s4G4 i� By ii /. AP` TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 A GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3116 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 ••• AXES: x 1•FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR • • :1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.8 P.S.F. •• • 1r�et e Lucas A Turner. P PE M21201 Mechanical Pate 3/26/03 O w" S ADD GLASS TYPE E TO TABLES 1 & 4 1070 TECHNOLOGYDRIVE NOKOMIS, FL 34275 P.O. HOX 1526 NOKOMlS, H. 34274 I f DoserOica PRESSURES- X CONFIG. WINDOWS : COO 7/10/03 OrObret. C NO CHANGE THIS SHEET T. ALUMINUM CASEMENT WINDOW, IMPACT F.K 6/23/05 "°" D REVISE ANCHORS &ADD 76' HEIGHT OPTION ReR,LA: F.K. ome: 12/17/02 COnto0 JO Aft Visibly Better Ca -740 NTS °mmo 5 . 13 7045 -8 D • • •••• • • • • • •••••• •• • • • •••• •••••• • • • • •••• • • • •••••• •••• • • • ••••• ••■• ••••• •• • • • • • • •••••• • •• • •. • •••••• • • • • • • • ••• •• • • •••• •••• • • •••• OOOOOO • •• • • • • •• •••••• • •••• OOOOOO •••• • • • • • • • COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 X X GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) "XX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 POS NEG POS NEG POS NEG POS NEC POS NEG POS_ NEG POS NEC POS NEC POS NEC POS NEG POS 37 A _NEG -75.0 70.0 -75.0 70.0 -75.0 70.0---75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 531/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 - 63.0 63.0 -60.8 80.8 -58.0 58.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 - 63.9 63.9 - 60.0 60.0 L - 58.5 58.5 -56.2 56.2 -53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 - 56.1 56.1 53.8 53.8 - 50.4 50.4 -47.7 47.7 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5. -57.5 57.5 54.9 54.9 .51.8 51.8 -48.6 48.6 - 452 45.2 -42.4 42.4 avow the nodal • • -JI'. I.�ra. ►_ 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 , 46.4 46.4 -43.5_ 43.5 -41.1 41.1 - 38.6 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1 /8"HS,.090,1 /8"HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16" LAMI- W/ 1/8 "HS,.090,1 /8 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -75.0 1 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3116"A,.090,3/16 "HS) PROnUCr wawa •s camplyin Nth ede tatiae 9Wdba "D Accaptax0 Flo • -, • a. _ Idap -P Z'P 13 By /1 . le . MP ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH [-90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) F.13/16" LAMI (1/8"A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3116 "HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1-55.01 55.0 • NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • •• I (f1 -1 //C W�E•58201 P.E. Nlachanical Re 6,- Dme: Rem 1070 TECHNOLOGY 4275 �� .94275 1529 PRESSURES- XX CONFIG. WINDOWS PRESSURES- ALUMINUM CASEMENT WINDOW, IMPACT mr 1.A Die: BI23N5 0 I?EVISEANCfiOR58 ADD TABLES 7GkEfCliTOPTION Dam Br • IRK Dab: 12117/02 darkmd Sy OW 1 MoXOMIS, 274 6, Uuib Better s imeaa C.4 -740 s NTS 6 a 13 7045 -8 D •••• • • •••• OOOOOO • •• • • • • •• •••••• • •••• OOOOOO •••• • • • • • • • • • •••••• • • 000000 • • • 000000 00000 • .• 00000 • • •••••• • 000000 •• • 000000 ••• • • • •• • • • •••• •••• • •••• • •• • • • • • •• • • •• • • • •••• • ••• • • • • • • • • • •••• •• • • •••• COMPARATIVE ANALYSIS TABLE 6. "0" & "1/4- 12 -1/4 XOX° WINDOWS WIDTHS "0" "XOX" GLAZING OPTIONS: A. 5/16" LAMI (1/8"A,.090,1/8"HS) B. 5/16" LAMI (1/81HS,.090,1/8 °HS) C. 7/16° LAMI (3/16"A,.090,3/16"HS) E.13/16" LAMI (1 /8 "HS,3/8" SPACE,5/16" LAMI W/ 1/8"HS,.0901/8"HS) F.13/16" LAMI (1/8 "A,AIR SPACE,7/16° LAMI -W/ 3116"A,.090,3/16"HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 67 72 76 NEG POS NEG P05 NEG POS NEG POS NEG POS NEG 36 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 POS 54.3 -51.1 POS NEG POS NEG POS NEG POS NEG POS 51.1 -44.8 -422 422 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 37 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 49.9 -48.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.01 55.0 -55.01 55.0 3912 79 A -75.0 70.0 -75.0 70.0 -87.8 67.8 -62.1 62.1 -55.7 55.7 -49.8 49.8 46.9 -43.6 43.6 -41.1 41.1 -38.6 38.6 36.5 B,E, C,F -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.D -90.0 70.0 70.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 -55.0155.0 42 84 A -75.0 70.0 -75.0 70.0 -62.4 62.4 -58.4 58.4 -63.3 63.3 -53.4 53.4 -50.0 50.0 -48.9 -44.3 -41.9 41.9 B,E -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75.8 70.0 -55.01 55.0 45 80 A -75.0 70.0 -70.3 70.0 -58.0 58.0 -54.6 54.8 -59.3 59.3 -53.6 53.6 50.9 -47.5 47.5 -44.7 44.7 -42.1 42.1 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 -76.9 70.0 -72.4 -69.2 692 48 96 A -75.0 70.0 -65.0 65.0 -54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 -48.6 -45.3 45.3 42.5 -40.4 40.4 -38.4 38.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 70.0 -80.9 70.0 -75.0 70.0 501/2 531/8 101 A -75.0 70.0 -60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 -48.7 48.7 46.9 -43.5 43.5 -70.7 70.0 -67.3 67.3 64.1 -55.01 55.0 -5321 532 41.3 -39.2 392 -37.1 37.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.2 70.0 -75.7 70.0 -70.3 70.0 106 3/8 A -75.0 70.0 -58.7 68.7 -48.7 48.7 -45.4 45.4 -50.0 50.0 -44.2 44.2 -42.2 422 -88.8 63.5 -60.5 60.5 -55.01 55.0 40.1 -38.0 38.0 36.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 49.61 49.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 70.0 -71.1 70.0 -66.5 -63.0 63.0 60.0 -57.3 -49.4149.4 4821 46.2 54 108 A B,E -75.0 70.0 -58.2 58.2 .47.9 47.9 -44.5 44.6 -49.1 49.1 -45.3 45.3 -43.4 43.4 -41.9 41.9 39.8 35.9 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 C,F -90.0 70.0 -90.0 70.0 55 12 111 A -75.0 70.0 -57.1 57.1 -90.0 -48.4 70.0 -90.0 70.0 -88.9 70.0 -75.0 -70.1 70.0 -65.4 65.4 61.8 -59.1 56.4 -52.81 52.8 -4521 452 48A -43.3 43.3 -47.5 -43.9 43.9 -42.2 42.2 -40.8 -39.1 39.1 -37.2 37.2 -35.4 35.4 B,E -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 C,F -90.0 67 114 A -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -56.2 56.2 -44.8 44.8 -42.1 42.1 -84.3 -46.2 70.0 70.0 -68.4 68.4 -63.6 63.6 60.1 -57.5 -54.8 54.8 46.2 -42.5 42.5 -41.2 41.2 -39.8 39.8 -38.5 38.7 -34.8 34.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 43.61 43.6 C,F -90.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 -66.7 66.7 -61.8 81.8 -58.7 68.7 -55.9 -53.2 53.2 5812 60 117 A -742 70.0 -55.0 55.0 -43.4 43.4 -40.9 40.9 -44.8 44.8 -40.2 40.2 -38.7 38.7 38.1 -342 34.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70.0 -68.4 120 C,F A -90.0 70.0 -90.0 70.0 -72.9 70.0 -53.4 53.4 -90.0 -42.2 70.0 -90.0 70.0 -79.4 70.0 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -64.9 64.9 60.4 -39.2 39.2 -37.5 37.8 -38.7 38.7 -54.5 -35.5 54.5 35.5 -51.6 51.6 -33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73,3 -71.0 70.0 -87.4 67.4 -43.6143.6 -41.7141.7 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 55.9 -53.0 53.0 -50.0 50.0 TABLE 7. TEST REPORT: F11.-3580 GLAZING OPTION: D. 7/16" LAMI (3/18"HS,.090,3116"HS) TABLE 7A. TEST REPORTS: FTL-4807, FTL-4808 42.81 42.8 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rotates: 4 1 2 0 ew: 312.'1103 Ram 5 ADD GLASS TYPE E TO TABLE 6 Rwmc cm 7/10/03 NO CHANGE TH1S SHEET Hnxd6y O Rotmnz 8/23/05 CHANGE ANCHORS AND ADD 7(1" HT. OPTION 82/ • _F.K. •••• • • •••• •••••• • •••••• • •• • • • Lffitic 12/17102 CeWmer 1070 TECKVOLOGY DRIVE NOKOMIS, FL 34.275 130X 1520 NOKOMIS, FL 34274 FAG" Visibly Better ALUMINUM CASEMENT WINDOVV, IMPACT Row I 727C Lucas A. Turner, PE. PE •582X11 Mochanical • • 000000 • • 000000 • •• 000000 ••••• • -• 00000 • • ••...• • •- •••••• • • •• •••.•• • • • •• •••. • •••. • •••• • •••• • • • • •• • • •• • • • •••• • ••• • • • •• • • • • ••• •• • ••• • • COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX° & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,118"HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 83 NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEC ' yOS 70.0 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0-70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 1/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 87.5 58 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7 62.7 - 60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 68.4 68.4 - 63.9 63.9 -60.0 60.0 -58.5 58.5 - 562 56.2 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 66.4 -582 58.2 - 55.8 55.6 -52.6 52.6 -49.4 49.4 - 45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 81.6 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 .70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39 7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 - 43.5 43.5 -41.1 41.1 - 38.8 38.6 X 1 3 0 1 3 X X O 0 X TABLE 9. . "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16" LAMI -W/ 118 "HS,.090,1 /8"HS) ALL "XO° OR "OX" SIZES UP TO 74° WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -75.01 70.0 TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 °A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111° WIDE x 63" HIGH 1-90.01 70.0 TABLE 10A. "XO° or "OX" & "1/3- 1/3 -1/3 XOX° WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1 /8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76' HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111° WIDE x 76" HIGH 1-55.01 55.0 NOTES: Q0 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. •• • • PRODJCr RENEWEP 8s compl�gwalb the Roth IAlhuae wltee A ppaECepi"i.' - s Rwm!aY. Rmlior F.K• Baty mm 7/10/03 Rerationw 5avlee rc ADD GLASS TYPE E TO TABLES NO CHANGE THIS SHEET Pie i eiz5m5 82 CHANGE ANCHORS AND ADD 76' HEIGHT OPTION Omar • f:K. 58" 12/17/02 to ra4sr. 1070 TECHNOLOGY DRIVE NOKOMIS 7/.34275 P.O. SOX 1529 NOKOMIS,, FL 34274 PST Visibly Boxes PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT s CA.740 ewv I Shed. NTS 8 m 13 Oaagaa 7045-8 Lucas A. Turner, P.E PE 858201 Mechanical •••• ••••.• • •••••• • •• • • • •••• • • • • • • • •••• ••••• • • • • •••• • • • OOOOOO •••• ••••• • • • •••• •f••• •• • • • • • • •••••• • •• • • • •••••• • • •• • • •• • •••• •••••• •••• • • • ••• • • • ••• •• • ••• COMPARATIVE ANALYSIS GLAZING OPTIONS: TABLE 11. "XO" or "OX" & "XOX° UNEQUAL UTE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4607, FTL -4608 A. 5/16" LAMI (1/8 "A,.090,1181-fS) B. 5/16" LAMI (1/8 °HS,.090,1 /8 "HS) C. 7/16° LAMI (3118 "A,.090,3116"HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5/16" LAMI -W/ 1/8 "HS,.090,1 /81-IS) F. 13/16° LAMI (1/8 "A,AIR SPACE, 7118" LAMI -W/ 3116"A,.090,3/16 °HS) HEIGHT WIDTHS 26 36 38 3/8 43 48 50 5/8 54 57 80 83 67 72 76 'XOX" VENT FIXED NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEGIPOS NEGIPOS NEG 1 POS 69.264 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 64.9 - 60.660.6 -58.1 58.1 - 56.1 56.1 -53.3 53.3 -50.5 50.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 55.0155.0 - 55.0155.0 - 55.0155.0 86.919 24 38.919 A -75.0 70.0 -89.1 69.1 - 63.4 63.4 -58.5 56.5 -50.4 50.4 -47.5 47.5 - 44.1 44.1 -41.6 41.6 -39.2 39.2 - 36.9 36.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75:0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -89.4 70.0 -85.2 70.0 - 55.0155.0 -55.01 55.0 - 55.01 55.0 95.973 27 42.973 A -75.0 70.0 -60.5 60.5 -57.2 572 - 62.1 62.1 -55.2 55.2 -52.8 52.6 -49.1 49.1 - 46.2 46.2 -43.8 43.8 -41.1 41.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 7 0 . 0 - 8 1 . 9 7 0 . 0 - 7 7 . 2 7 0 . 0 - 7 3 . 1 7 0 . 0 - 5 5 , 0 1 5 . 0 - 5 5 . 0 1 5 . 0 - 55 . 0 1 5 5 . 0 108.649 30 . 48.649 A - 75.0 70.0 - 53.5 53.5 -50.4 50.4 - 54.5 54.5 -50.7 50.7 -482 -482 •44.9 44.9 -42.0 42.0 - 40.1 40.1 -38.0 38.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -69.7 69.7 - 68.3 66.3 -63.1 83.1 - 55.0155.0 - 55.0155.0 -52.21 522 115.892 32 51.892 A -75.0 70.0 -49.9 49.9 - 48.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 42.7 427 - 40.7 40.7 - 38.6 38.6 - 36.8 36.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -732 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 -68.3 68.3 - 64.8 64.8 -61.4 61.4 -58.8 58.8 - 55.0155.0 - 50.9150.9 47.7147.7 122 33.687 54.627 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 -48.4 48.4 - 44.7 44.7 -42.8 42.8 -41.4 41.4 - 39.5 39.5 -37.5 37.5 -35.7 35.7 ,- B,E -75.0 70.0 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C,F -90.0 70.0 -90.0 70.0 -80.0 70.0 -85.8 70.0 - 7 4 . 0 70.0 -89.4 69.4 - 64.7 64 . 7 -6 1 . 0 6 1 . 0 - 5 8 . 4 5 8 . 4 - 5 5 . 7 5 5 . 7 2 - 5 1 1 5 2 . 1 - 4 7 . 7 1 4 7 . 7 - 4 4 . 6 1 4 4 . 6 123.135 34 55.135 A -75.0 70.0 -46.8 46.8 -43.6 43.6 -47.9 47.9 - 44.3 44.3 42.4 42.4 -41.1 41.1 -39.3 38.3 -37.3 37.3 - 35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 68.8 - 84.1 64.1 -60.5 60.5 -57.9 57.9 -55.2 552 -51.5] 51.5 - 47.2147.2 - 44.0144.0 .128.000 34.791 56.418 A -75.0 70.0 -45.5 45.5 -42.6 42.6 - 48.7 48.7 - 43.1 43.1 -41.8 41.6 - 40.2 40.2 - 38.7 38.7 - 36.9 38.9 - 35.0 35.0 B,E -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -87.3 67.3 -62.5 62.5 -592 592 -58.5 58.5 -53.8 53.8 -50.11 50.1 45.8145.8 - 43.0143.0 130 35.896 58.209 A -74.4 70.0 - 43.6 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 -36.2 36.2 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -88.6 68.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 89.3 -65.3 85.3 -60.6 60.6 -57.6 57.6 - 54.7 54.7 -51.9 51.9 - 48.1148.1 - 43.9143.9 - 41.9141.9 - 130.378 L. 38 58.378 A -74.3 70.0 -43.5 43.5 -41.0 41,0 -45.0 45.0 -41.4 41.4 40.3 40.3 - 38.8 38.8 -37.6 37.6 -38.1 36.1 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 -88.5 68.5 C,F -90.0 70.0 -90.0 70.0 -80.0 70.0 -79.6 70.0 -89.1 69.1 -65.1 65.1 - 80.5 60.5 -57.4 57.4 -54.6 54.6 -51.7 51.7 48.0148.0 -43.8143.8 - 41.8141.8 134 37 60 A -72.9 70.0 -422 42.2 -39.7 39.7 - 43.5 43.5 - 40.4 40.4 -39.2 39.2 -37.7 37.7 - 36.7 36.7 - 35.5 35.5 - 33.7 33.7 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 71.0 70.0 -87.4 67.4 C,F - 90.0 70.0 -90.0 70.0 - 90.0 70.0 -77.1 70.0 -67.3 67.3 -83.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 - 46.3146.3 -42.8142.8 -40.8140.8 XO' & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "X0° or'OX° & '7(0X° UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/1611S,.090,3/16"HS) ALL "(0X" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60° MAX. FIXED WIDTH AND ALL °X0" or 'DX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37° MAX VENT WIDTH AND 80" MAX. FIXED WIDTH ( -90.0 70.0 TABLE 12A. "XO" or "OX" & "COX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4808 GLAZING OPTIONS: 0.7/16" LAMI (3/16"HS,.090,3/16"HS) G. 13/16" LAMI (118 A,AIR SPACE,7116" LAMI -W/ 3116"HS,.090,3116"HS) ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO° or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 1 -55.0 55.0 A INU� ES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR Qn • 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.8 P.S.F. FAD *Dump FTC x 0 x UNEQUAL LITES x 0 UNEQUAL UTES 0 x UNEQUAL LITES PRODOCV REVISED r ecTa Sae 4L61& 11 •rr1V*.# •>. �eAle PRODUCT 11.Ear 513 n coo ,Ii &g"'Ob ¢he Mealt Buldto8Cole 13 pox 31215413 Mambas B ADD GLASS TYPE E TO TABLE 11 7/10/03 Rtirtsktrvr NO CHANGE THIS SHEET FK 8123/05 0ewmd CHANGE ANCHORS AND ADD 78* HEIGHT OPTION e,• ax F.K •••• • • •••• owe: 12/17/02 Chade4ar Des 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 5000005. FL 34274 1P2icT Visibly Better PRESSURES- UNEQUAL CONFIG. XO, OX R XOX 1aa ALUMINUM CASEMENT WINDOW, IMPACT smet ' ue.44 gar D CA -740 NTS 9 "' 13 7045-8 z Lucas A. Turner. P.E. PE 048201 Mechanical •••••• • •••••• • •• • • • • • •••• • • • • • •••••• •• • • • •••• •••••• • • • • •••• • • • •••••• •••• • • ••••• • •••• • • • • • •••••• • •• • • • •••••• • • • •• • • • • • •••• • • • • • • • • • ••• •s• • REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. VENT DAYLIGHT OOPENING (SEE SHT. 3) MAX. HEIGHT (SEE SHTS. 3 & 4) •• • • MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q f REFERENCE "XX"FRAME ASSEMBLY DETAIL, SHEET 11 Q ew) MAX. VENT I-.--DAYLIGHT OPENING ►I (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT 5 MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX W W W MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X eponvcr REVISED aseomplyin wYi grrYW Siiibig co* arg- ode Ilifikole halm OWNS INSIN Rand 95 FRO Dater 3/25'03 rr"d4mx ADD mile •LG. GLAZING BEAD ITEM Anil* AN Om. By. •N Ma 7!10103 c Renoisionx C SHOW TOP HINGE CHG SHT. NO. REF. AND ADD ITEM 89 •••• °molars • 4F.K Data 12117/02 CDs kadBr Dater 1570 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1525 NOKOMIS, F1,34274 PEG' Visibly Bercer SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT se CA-740 NTS Overt 10 d 13 Dewing O. 7045 -8 Lucas A. Turner, P.E. PE 658201 • Mechanical •••• • • •••• OOOOOO • •••••• • •• • • • • • • • • • • OOOOOO ••••• OOOOO • • •••••• • •. •••••• • • OOOOOO •••• • • • •• • • • •••• • • •• • • • • • •• • • •• • • • •••• •••• •••• • • • • • • • • •••• •• • • • • • FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. WI (2) SCREWS 3" APART AT MID-SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID-SPAN "O" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 [11.- #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL A LIL .095 "-F 440" CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 1 .434" 2.854" .062" NOM. 1.159" 2.139" OSASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A .062" NOM. 1 2.919" L___ 2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A Rated 8y: F.• ae•""y: F.•. Rend Or 18'41C' Br p .F . Dalw 3/25/03 Mow 7/10/03 tmm 6/23/05 B Revialorre Rovisionx C NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADD ITEM 89 amm 12/17/02 aooaer Data 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 94274 PG" Visibly Batter EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 vrs mrr ara++"1+a. 11 a 13 7045-8 D Lucas A. Verne., P.E PE 558201 Mechanical •••• • • •••• •••••• • OOOOOO • •• • • • • • • • • •••••• • • OOOOOO • • • •••••• • ••GOO • •r.•• • • •••••• • •••••• • • • OOOOOO • • • • •• • • • • •••• • •••• • •••• •• • • • • • •• • • •••• •••• • • • • • • • • • •• • • •••• PARTS LIST ITEM DWG # PGT. # DESCRIPTION 1 7002A MAIN FRAME - HEAD, SILL & IAMBS 2 1155 781PQA 68 X I QUAD PH SMS 3 7008 70834A FRAME CORNER KEY 4 7005A I2 "X1/2 "Xl /8° CLOSED -CELL FOAM TAPE 5 7003A 781PQA SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781PQA 68 X 1 QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 67407 SASH CORNER KEY 9 7024 13/16" MAXIM MULTI-POINT LOCK , 10 7026 LOCK SUPPORT PLATE 11 3/16A & 3 /16/IS GLASS W1TH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB #10.24X562 PH. PN. TYPE F 12 7014 3/16105 & 3/1611S GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVE MULTI-LOCK KEEPER (IUL & LH.) 13 1157 78X78PPSMS 68 X .875 911. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8-32 X .375 PH. PN. TYPE 13 21 7032 STUD BRACKET (L.H. & R.H. 22 7858ZA 68 X 5/8" FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP-ON HANDLE 25 7023 12° HINGE (HEAVY DUTY) 26 710x12FP #10 X.500 PH. PHL. 30 5/16" LAMINATED (1 /8A 8e 1/8105 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1/8HS & I/8HS GLASS) .090 INTERLAYER. - SOLUTIA OR DUPONT PVB 32 7/16' LAMINATED (3/16A & 3/16115 GLASS) .090 JNTERLAYER- SOLUTIA OR DUPONT PVB 33 7/16° LAMINATED (3/1611S & 3/16105 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16°) 41 7042 GLAZING BEAD (7 /16") 43 1224 6TP247 VINYL BULB WSTP (THICK) 44 SILICONE - DOW CORNING 899, 995 OR EQUIV. 45 PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PS1'WB 68 X .500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASST. TUBE 68 712X1PPT #12 X I" PH. PHIL TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER • 71 7019 711573 SNAP -ON T HANDLE KNOB :2 7018 7FLDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A 68 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, 5111 &JAMBS 81 1155 781PQA #8 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16" 1.6. GLASS (1B°HS, AIR SPACE, 5/16 "LAM! 5/16" LAM[= (2) LITES OF 1 /8"HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 13/16' LG. GLASS (1/8"11S, AIR SPACE, 7 /16 "LAMI) 7/16' L 4MI = 3/16A & 3 /16/IS GLASS W1TH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 13/16' LG. GLASS (1/8"11S, MR SPACE, 7 /16 "LAMI) 7/16' IAMI = 3/16105 & 3/1611S GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVE 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050" ^T .865" 0 5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523"- --1t --- .050" I— 1 I 865° 7/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040" r 1.000" .423" ----1 0 CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 993" Er 289° .040" —► f" .172" .870" .050" 1.74 .569' 0 13/16' GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 1.124 "1 -►- . .125 .062" .093" j INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 2.701' i 0 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A ass 3115/03 s"wa". ADD 13/18' 1.0. GLASS 8 GLAZING BEAD as& 7/10/03 a".s"m,re NO CHANGE THIS SHEET a".,>: ADD EOUIV. 70 ITEM 44, SILICONE AND ADO ITEMS 87, 88 AND 89 rimer• F.K. Das 12/17/02 Chotkad a7 1070 TECHNOLOGY DRIVE N01(051 , F1. 34275 P.O. 80X 1520 NOKOMIS, FL 34274 Visibly Better PARTS LIST & EXTRUSIONS 75 ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 12 m 13 aarsnnh 7045 -8 D Lucas A. 1LTnar, P.E. PE 068201 MachsNCai •••• • • • •••••• • •• • • • • • • • OOOOOO • • • •••••• ••••• • . :• • • •••••• • • • • • •••••• •••• • • • •• • •••• • • •••• • •••• • •••• •• • • • • • •• • • •• • • • •••• •••• • • • • • • • • • •••• A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM --1 r- ASEE NoTz, c NI' Milli 1 11/2" MIN. OPERABLE UNIT FRAME' TO WOOD BUCK H 1 1/2" OR MORE THICK A Ix WOOD BUCK (SEE NOTE 3) 1/4° MAX. SHIM ®SEE NOTE 1 A SEE NOTE 4 r *Iisal :111!11lilllf. 1 1/4" MIN. OPERABLE UNIT FRAME. TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK A 2x WOOD BUCK (SEE NOTE 3) 1 /4" MAX. SHIM —►{ A SEE NOTE 2 SEE NOTE 4 1/4" MAX. SHIM ASEE NOTE 1 Aix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM E ASEE NOT 1 A SEE NOTE 4 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A SEE NOTE 4 1 1/4" - .-I 1 1/4" MIN. MIN. OPERABLE UNIT FKAIC}E FIXED UNIT FRAME TO CONCRETE — TO CONCRETE NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY •• HAVING JURISDICTION. 4, ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. A SEE NOTE 4 1111 • ]'iI1 III ,!II. _ 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. .er F.K. F Data 3125/03 B NO CHANGE 17113 SHEET •• • • •••••• • • •••• •••••• • •••••• Roll Is F.0 Aar 7/10103 NO CHANGE THIS SHEET **ler FX VIP sr F.K • •• • • • • • batep 5/23/05 amm 12/17/02 Bwmms D dower REVISENOTESAND REMOVE 3115' TAPCONS 8 514 SCREWS 1070 TECHNOLOGY DRIVE NOKOM IS, FL 34275 P.O. BOX 1525 NOKOMIS, FL 34274 Pr�T Visibly Better ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT sm.eme NTS 13 m 13 7045.8 (IIUf /U�` Lucas A. Turner. P.E. PE 558201 Mechanical MIAM1•DiApE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries -1070 TecImo1og_D.rive__ i Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESC PTION: Seri -es SH -700 Almlinum Single Hung Windrow =Z L APPROVAL DOCUMENT: Drawing No. 4040.20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. IVIISSILE IMPACT RATING: Large and SMaIll issirelinpact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then . it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building bfk ia1,• •. : : • • • This NOA revises NOA # 05-1018.01 and consists of this page 1 and evidence pages gcl, E :2 end 1 -3: 4.: • • well as approval document mentioned above. • • ••• .• . • • • • The submitted documentation was reviewed by Manuel Perez, P.E. •• • • • • • 0-- - -- ii- • _:__:_i: • ___NDA kr -032 , . • • E*ph"ation Bate: 1 i t 123, 2011: Approval Date: June 07, 20! —Page-1 ••• • • • • ••• • • • • • . • • • •• •• • • • 0 • • ••• • . • • ••• • • • • • • • • • • • • O. ••• •• • •• • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, 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. x"1'L -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. FTL -4958, 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. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) E -1 • • • •• •• • • • • • • • • • •• • • • Mai ue1 Per - •Pro714t Cogtrol i'�'rr• • • • • :•10A •t e. 0,40322.015„,: 0 Expiration Date: Marc .23, 2011,Ja • • • • Approval Date: June 07, 2007 ••• • • • • • • • • • • • • • • ••• • • • • • •• •• • • • ••• • • • • • • • • • • • • • •• •• ••• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. 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. 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. FTL -4648, 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, list Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P • • :.'. ; ; . • • (Submitted under previous NOA #05- 1018.01) • • ... ' . • .. • . . . • • • .. E -2 Manuel Per E. : 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 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous 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. FTL- 4723, dated 10 /05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code 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 12/11 /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 1. 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 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring • on . • 03/23/11. " • • • .• • • • • • ••. • •. / • • • • • • • • .• E -3 . anuel ' P.E. PrOdlet Contr 1 t :N®Ai 3l'o . a2.0 : Expifation•Date: 1YIIrc'l103, 2011.• Approval Date: June 07, 2007 • • • • • • • • • ••. . • • . S • •• • • • • • • • • • • ••• • . • • . • •• •• • • • • • • to • •' '• • ••• • • •••••• • • •••••• • • • OOOOOO ••••• •• • ••••• • • •••••• • • •••••• • • • OOOOOO • • • •• • •••• • • •••• • •••• • •••• • • • • • • • •• • • •• • • • • • ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 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 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. : 1FLEXlKEE B 5/t8"tAMTCONSISTING OF (1) LITE OF 1 /8 ")34NEAtED GLASSAND (t) LITE OF T/8'HEAT-STRENGTHENED GLASS WITH A :�-DUPONT$L1ACIT OR PSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. 716" LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) UTE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 518` LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 1.13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/18• LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER J. 13/18' LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18' LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER K. 1316' LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3(16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB. L 13/16• LAMI IG: (1) UTE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) UTES OF 3(16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER £M. 1316' LAMI 16: (1) LITE OF 1/8' ANNEALED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX' (1/1, 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 33 1/3% 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. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL- 4845, FTL -4648, FTL -4647, FTL -4648, FTL- 4849, FTL -4650, FTL -4851, FTL- 4723, FTL -4957, FTL -4958 AND FTL -5063. ANSUAF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDTTLON INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • •• • • • • • • • • •••••• •• •• • OOOOO NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS_ 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 ►RODUCT REVISED at eanp g . th the 'Florid*, 20 uae d JJ?LY1/ ddt 2/23+07 • FtK ► . • WV J.J. • • • • • F11-4723 TO NOTE 7. WO TECHNOLOGY DRIVE NOKOMIS. FL MTh P.O. •ox 4828 NCEOLES. FL34274 c; IRstb� Betar GENERAL NOTES ALUM. SINGLE HUNG WINDOW, IMPACT airrcre arc Gene Wake& stria* NTS 1 d 11 4040 --20 RobertL Cad P.E. PE •39712 swaural • • ••••.• • • •••••• • • • •••••• •••.• • • • • ••••.• • • • • • 000000 •••• • • • •• • •••• • • •••• • •••• • •••• •• • • • • • •• • • •• • • • •••• •••• • • •••• 1/2' NOM. GLASS BITE 1/2" NOM. GLASS BITE (53,84 or 85 1/8" ANNEALED OR HEAT STRENGTHENED' GLASS —.090 SOLUTIA OR DUPONT PVB INTERLAYER _ 1/8 " ANNEALED OR HEAT STRENGTHENED- GLASS - 6/18" NOM._ c.-STB" LAMINATED GLASS ® NOTE: LAMI ID OUTBOARD UTES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. C] EXTERIOR INTERIOR (=> (ALL SECTIONS) 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR D • NT PVB INTERLAYER 3/18" ANNEALED OR T STRENGTHENED GLASS 7/18' LAMINATED 7/16" LAMINATED GLASS r—� r nr 1 12" NOM. GLASS BITE 1/2" NOM. GLASS BITE • •• • • • • • C • 000000 • • •• • •••.• per Oar •••• • *".a* AMe •iw.. t1N3106 PAW Br Daft ••M/i•.24/6 Lam* CUlle • • OAK..Oti/ • •• • • • • • +-1/8" ANNEALED OR HEAT STRENGTHENED GLASS f— .000 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS �+— 5/16" LAMINATED AIR SPACE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI NowYkoc ADO HEM 92 75/18LAM1LG. GLASS MAN &LAM IG NOTE kerb" A NO CHANGE THIS SHEET make* bow .LL 2230! IWO TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O.B0X1529 NtHWMIS, Ft. 942/4 Pc �T Yt:/bty Bemr GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT WOO Full 2 d 11 4040-20 111 Robed L perk. P.E PE 938712 Structural • • •••••• • • •••••• • • • •••••• ••••• • • • • •••••. • • •••••• • • • •••••• • ••• • • • •• • •••• • • •••• • •••• • •• • • • • • •1 • • •• • • • •••• •••• • • •••• 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE r 63" , 66" 68" 10" 48" 52" A,B,M .0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 TABLE 1. 72" 74" 76" +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AA,B,M 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 -79.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +50.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 63 1/8" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 7E2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 UP TO 631/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH GLASS TYPE t WINDOW HEIGHT 383/8" 44" 50 5/8" 63" 72" 74" 76" 48" A,B,Me +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 60" A,B,M® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 52" A,B,M® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 57.6 53 1/8" A,B,M f +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75,0 -75.0 +68.0 -88.0 +66.7 -66.7 +65.5 .65.5 UP TO 53118" C,D,E,F,G,H,I,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 CUSTOM V EW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTIONA BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH GLASS TYPE TABLE 3. WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH = 76" FLANGE) AND 75" INTEGRAL FIN) 17 1/8" 53 1/8" D,E,F,J,K,L +80.0 1 -80.0 22 11/16" L 28 3116" +80.0 (-�.o r +80.0 (�ao + -80.0 33314" 1 395116" so.o ( -60.01 +70.0 70 44 13/16" + .0 +70.0 ( -70.0 +70.0 I 70.01 +70.0 1 -70.0 50 318" 5515116" • • GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1/8"A,.090,1/8"A) F11.-4647, 4648, 4723, 4957 B. 5/16" LAMI - (1/8"A,.090,1/8"HS) F1L- 4647, 4648 C. 5/16" LAMI - (1/8"HS,.090,118"HS) FTL- 4647, 4648 D. 7/16" LAMI - (3/18"A,.090, 3/16 "A) FTL-4645, 4885 E. 7/16" LAMI - (3/16"A,.090, 3/1611S) FTL4645 F. 7/16" LAMI - (3/16"HS,.090, 3/16115) FTL -4645 G. 13/16" LAMI IG - 1 /8"HS. AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8 "A) FTL -4646, 4723 H. 13/16" LAN* - 1 /8"HS, AIR SPACE, 5/16" LAMI - (1/8"A•090,1/8"HS) FTL -4646 L 13/16" LAMI IG - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8"HS,.090,1 /8 "HS) FTL -4648 J. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"A) FTL-4649, 4650 K. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3116 "HS) FTL- 4649, 4650, 4958 VIP LAMI n - 1/8"15, AIR SPACE, 7/16" LAMI- (3/16"HS,.090, 3116"HS) FIL- 4649, 4650 fM. 13/16:LAMI IG - 1/8"A, AIR SPACE, 5/16" LAMI - (118"A,.090, 1/8"A)) FTL5083 • • N._O 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEItbCTED. • • • • 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. • 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 125/8" MINIMUM TO 38" MAXIMUM.® 00000 W HT. "O" MEETING RAIL 4H T I "0" MEETING RAIL sTH "O" MEETING RAIL 03, A wNT. MINUS SASH SP/SH now Er •••• D•c g uides arrow UPDATE1OASTM E1301102. R6MOVES1DVIEWS491HTREF,TABLE2 •iK• 8 RM' 77ED CUSTOM FORMAT DPS . ADD WT. P88 UPDATE TEST NOS Row* 0•r r•Alonr • fit• • 10406. A ADD FTL- i723TO GLASS TYPES A AND G Mow Dow Of Dow p *sift r• 9^UD5 J.J. WSW I 11113/06 • •• • • • • • m WE 9TECHNOLOGY42 r NOKOMIS, FL34275 P.O.60X1629 MDKOMIS, FL 30274 PtT DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW, IMPACT SH7W NTS 3 11 DoWtellia 4040 -20 B Robert L Dark, P.E. PE #38712 Structural 0000 • • i••••. •• • • • •••••° F—h SEE DLO I TABLE 49 5/8" MAX FIXED _ DLO4ALL)- -- SEED LO TABLE (MAX) 531/8" MAX FLANGED WIDTHA 521/8" MAX I.F. WIDTH Oa D D� 75" MAX I.F. HEI HT 6'MAX. FLANGED HEI HT X j 38 7/15' MAX SASH HEI HT SEE DLO TABLE SEE DLO tTABLE • •• •••• • • • • • 0000•° • NOW'S: • • • 1•SEE•SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. • • 0A OTiT•SHEET 7 FOR CORNER DETAIL VIEWS. 48 1/4" MAX _ VEN_T_DLO (ALL) DETAIL A - 1/1 8 O j DETAIL 75' IF. HEI MAX HT ®A FLAN HEI !( j A SASH HEIGHT 34 3/16" B 41 58" 8� DETAIL D VIEW (CUSTOM SASH) t GED 1I SEE DLO TABLE SEE DLO TABLE A T X j 75' I.F. HEI HT SEE DLO ® TABLE 78' MAX FLANGED HEI HT C 1 SEE NO 4 DETAIL B VIEW (STANDARD SASH) E SEE DLO TABLE SEE DLO TABLE .••e•• • • • • S E SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. • • • • • • • 4••5 HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS 8 & C) ARE BASED ON A THREE OVER TWO FORMAT. A • • •••• 0000 0000• 1 75" MAX I.F. HEI HT A MAX FLANGED HEI 20' SASH HEIGHT E RADIUS TOP (CUSTOM SASH) • • 0000•• • • 000000 • • • •••••• •• • • • • • •• • • •• • • • •0•• • ••• • • 0000 SEE DLO TABLE 75" MAX I.F. HEI HT ® MAX. FLANGED HEI HT SEE NO 4 DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 41 58" 41 1/4" C 41 1/4" 40 7/8" D 52 5/8" 52 11/16" E 52 1/4" 52 5/16" SASH LOW HIGH DETAIL SILL SILL A 34 1/2" 34 3/16" B 27 7/16" 27 1/8" C 277/16" 271/8" D 16 318" 153/4" E 163/8' 153/4" TABLE 5. 20/1 Daft • e�FX- 1▪ 1/1356 • •••a.tV05 • ••• • B Floalme A GrrreBr JJ. ADO INTEGRAL FIN 0.9.) VERSION CHO! NOTE 3. ADO NOTE 4. NO CHANGE THIS SHEET 212307 S07Q16IX•IOLOGY ORME NO S*8S. FL34278 P.0.131;0(1528 NOKOMIS, F1.34274 I I 324 c; VWb/y Better ELEVATIONS lac ALUM. SINGLE HUNG WINDOW, IMPACT SalmMe t sr„ er.t SN700 NTS 4 s 11 4040 -20 B • • ••••s• • • •••••• • • 000000 00000 • • • • ••••.• • • • • • •••••• •••• • • • •• • •••• • • •••• • •••• • •••• •• • • • • • •• • • •• • • • •••• •••• • • I•--- 2.784" INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING MAX. FIXED UTE DAYLIGHT OPENING NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT = 440° —13-14W 9,10,11,15,16) ..42.710" 0" WM iriawHmo I 1 rill 4 7,80R17 OUTSIDE /OUTSIDE 2. - -: HIGH r� Il MAX. HEIGHT OUTSIDE MAX. VENT DAYLIGHT OPENING } •s • • • • • • • • • 000000 •• •• • • •••••• MAX. FIXED UTE DAYLIGHT OPENING MAX. WIDTH SECTION A-A INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE \ HIGH SILL LOW SILL HEAD OUTSIDE' 2.710" I.F. FRAME q OUTSIDE I 0 L 111111 0 0 2.330` (LOW SILL) SEE NOTE ABOVE SECTION B-B (LOW SILL SHOWN) ULTRALIFT ONLY 2.948` (HIGH SILL) ALTERNATE HIGH SILL ULTRALIFT ONLY SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) • ttit• 111308 ADDLE. SECTIONS & CONSOLWATEBAL COMPONEN7S • ••.aye ••• Amos 1I24NB ode • tr06 •M•,s A NO CHANGE THIS SWEET c7.aay! Air J.J. 712310? 1070 TECHNOLOGY ORM NOICONS. FL 34276 P.O. Bp( 1529 NO15O1BB, FL 94274 PST Vlrtlati Be #!ef SECTIONS ALUM. SINGLE HUNG WINDOW, IMPACT itlrabist S71700 Ha f 5 + 11 •..wen 4040-20 1 B • •• • • • • • • • • • •••• • • • •• • •••• • • •••• • ITEM DWG.# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 2 1155 #8 X1.000 QUAD PN. SMS 781PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 812226 5 1826 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAM JAMB 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8', 518 ", OR 11/16" 10 1080 BAL.J NCE COVER, 3/8" OR 5/8" 6BALCVR916 11 #8 X.750 PH. PN. SAS 7834M 12 BALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1086 SASH TOP GUIDE 42504 15 #8 X1 PHILLIPS FLAT HEAD S. STL 78XIFPAX 16 1080 -1 BALANCE COVER, 11/16" 6BALCVR670 17 4053 SASH STOP COVER 64053 18 4029 -1 SASH BRACKET 7ULBRKT 19 #8-32 X 12° LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED METING RAIL 64054C 23 4006C SASH TOP RAIL 64006 25 1235 WSTP.,.170 X 270 BACK, FIN SEAL 675160 1 • • 26 1096 27 1016 28 4007 30 1226 31 4008 34 1268 35 1622 36 1052 37 1224 38 1225 41 40390 42 40440 44 4222A 45 985C 46 4067 47 4071A 48 4072A 49 4073A 50 40740 52 4009 53 1088 54 2740 55• • 1014 96 •1630 •57 •1831 58 • 1073 •ajwi 1624 SWEEP LATCH 71096 #8 X.625 PH. FL. SMS SASH BOTTOMRAI. (LOW SILL) WSTP., BULB VINYL SASH SIDE RAIL SASH FACE GUIDE LAM SETTING BLOCK 3/32" X25194" X 1* LAM 10 SETTING BLOCK 1° X3/4" X1116" VINYL GLAZ. BEAD BULB (THICK) VINYL GLAZ BEAD BULB (THIN) GLAZING BEAD, 5/16 LAM. GLASS. GLAZING BEAD, 5/16 LAM W /GRILL KIT GLAZING BEAD, 7/16" LAW GLAZING BEAD, 7/16" LAM WIGRILL KIT GLAZING BEAD, 13/18" LAM I.G. FRAME, LF. HEAD FRAME, I.F. LOW SILL FRAME, I.F. HIGH SILL FRAIVE, I.F. JAMB SILL LATCH (EGRESS) (LOW SILL) SPRING, SILL LATCH (EGRESS) SILL LATCH (EGRESS) (HIGH SILL) SCREEN FRAME (HOR. & VER.) SCREEN CORNER KEY W /RINGS SCREEN CORNER KEY W /OUT RINGS SCREEN SPRING SCREEN SPLINE -.135 DIA FOAM 7858 612230 8TP249 612231 42501 71622K 71052K 6TP247W,K 6TP248K 640398 644703 64222 6985 64067 64071 64072 64073 64074 764009 7SPRNG 62740 61014 71630 71631 7CASP 61624K •••• •• •• •• ••• .•.: • • • • •••••• • • .: 000000 • • • 0,,,,,,i or um •••••• • ••IW• ►12.408 • • • 014.441, ar" • . • • • •1•A.R• 17/1/0$ • •••• • •• •••••• •••• • • • • • • • Tr13N DWG.# DESCRIPTION PGT# 60 1635 SCREEN SPLINE -.135 DIA HARD 61635K 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL (.688 X.500) 6533402 64 1181 #6 X 1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1/16 X 12 - 7/16 LAM 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS 5/16" LAM, (1/8"A,.090 PVB,1/8 A) 81 B. GLASS, 5/16" LAM, (1/8"A,.090 PVB,1/8"HS) 82 C. GLASS, 5/16" LAM, (1/8"HS,.090 PVB,1/8"HS) 83 0. GLASS, 7 /16" LAM, (118"A.090 PVB,1/8 A) 84 E. GLASS, 7/16" LAM, (118",.090 PVB,1 /8"HS) 85 F. GLASS, 7 /16" LAM, (1/8"HS,.090 PVB,1/8"HS) 86 G. GLASS, 13/16" LAM IG;1/8"HS, AIR SPACE, 5/16' LAM, (1/8..090 PVB,1/8 A) 87 H. GLASS, 13/16° LAM IG;1/8"HS, AIR SPACE, 5/16` LAM, (118..090 PV8,118"HS) 88 1 GLASS, 13116* LAM 10;118"15, AIR SPACE, 5 /16" LAM, (1/8"HS „090 P1/8,118"HS) 89 J. GLASS, 13 /18” LAM IG;1Ai"HS, AIR SPACE, 7/16" LAM, (3/16 "A.090 PVB,3/16 A) 90 K GLASS, 13/16° LAM IG;1/8°HS, AIR SPACE, 7/16" LAM, (3/16'.090 PVB,3/16"HS) 91 L. GLASS, 13H6" LAM IG; 1/8"HS, AR SPACE, 7/16" LAM, (3/16"1S,.090 PVB,3/18"HS) 92 M GLASS, 13/16" LAM IG;1B. AIR SPACE, 5/16" LAM, (1/8"A,.090 PVB,1/8 A) 0 47 FRAME, I.F. HEAD #4071A.8063 -T6 FRAME, .F. LOW SILL #4072A, 6083 -T8 PRODUCT REVISED at emptying 'Ali She Fled& C Acceptor:: :N. ' _ i 2 04 D.ee 1/....�� • FRAME, I.F. JAMB ®9 FRAME, .F. HIGH SILL A #40748, 6063 -T6 #4073A, 8063_76 (USED AS RADIUS TOP HEAD) Fiserikalc lrwm ADO LF. FRAMEITEMS47 ,48,49 AND 60. UPGRADE DEN 21. 8 ADD ITEM 92 CHO. DESCRIPTION /TANS7.9 &13 9wiYc A NO CHANGE THISSHEET circled* 2,13/07 I 1070 TECHNOLOGY DRIVE N01001609, FL84278 P.O. BQX 161D NOITSAIS.FLOAV 4 PST i%tter PARTS LIST ALUM. SINGLE HUNG WINDOW, IMPACT bokattlade SH703 Hair NTS Abe 0.64, AY. 6 + 11 4040 -20 fte B 2II / �- 20/7 , Robert L. Clark, PE. PE039712 StrUcteal • • •••••• • • •••600 • • • OOOOOO ••••• • • OOOOO • • •••••• • • OOOOOO •• • •••••• •••• • • • •• • •••• • •••• • •••• • •• • • • • • •• • • •• • • • •••• •••• • • ��- 2.784 -I 1.363 O FLANGE FRAME HEAD #4002A, 6063-T6 .062 6 FLANGE FRAME JAMB #4004,6083 -T5 (USED AS RADIUS TOP HEAD) 1.342 155 21 FIXED MEETING RAIL #4054A,6083HD -T6® 3.446 • • • • • • • • • OOOOO • ,FLANGE FRAME SILL (HIGH) #4050A,6063 -16 •o•••• .082 2.784 --.-I .062 -+ 2.830 L 2.330 1 O FLANGE FRAME SILL (LOW) #4003C,6063 -T6 082 1-1.451-1 I T OSASH STOP #4025,6083 -16 `-*- -2.279 1.707 082 �11I. 23 SASH TOP RAIL #4008C, 6083HS-T8 2.946 f+- 1.513 —.738 /.040 t CD STOP COVER #4053,6063 -T5 I.F. FRAME SEALANT ALONG ENTIRE JOINT FRAME SEALANT OR GASKET AT HEAD AND SILL WELD ALONG SCREW BOSS (2) VIEW D -D VIEW E -E on & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 1.165 l+— .8- 78 1.096---ir --- 17 Ii GLAZING BEAD, 5/16" _L 41 #40398,6063 -T5 31 SASH SIDE RAIL #4008,8063 -T5 28 SASH BOTTOM RAIL(LOW) #4007.6063 -T5 88 SASH BOTTOM RAIL (HIGH) #4051A, 6083-T5 .050 .878 1.098+—i O GLAZING BEAD 7/16° #4222,6063 -T6 .050 1.115 I_ O GLAZING BEAD, 7/16' #985C,5083 -15 (USED W/ GRILL KIT) .050 .678 1.096 -1-- ----1 GLAZING BEAD, 5/16" #40448,6083 -T5 (USED W/ GRILL KIT) .683 050 — . I 1.097 GLAZING BEAD, 13/16" IG #4067,6083 -T5 NS. Aft n,.a� •••• • a-d• • I/FSL• tlar. 11//3478 •. WEI erolc 12A. • • • cit. 9N/05 1/1406 Robber A rarreBr J.L UPDATE FRAAME CORNER ASSEMBLY TO INCLUDE AM UPGRADE MA ALLOY. finliase NO CHANGE THIS SHEET 1/23+07 LF 1uro TECHNOLOGY DRIVE NOKOMIS, FL 34Z15 P.O.H•X 1829 NOSOISS, PL34774 Pic; r Viribly Beta► EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT ENNA rrr •.• Half 7 0 11 w+cwe. a,r 4040 -20 B Robert L CI"tk. P.E, PE M39712 Structural • •• • • • • • • • • • 000000 • • • 000000 •••••• 00000 • • •••••• • • 000000 • • • 000000 • • • •• • • • •••• • •••• • •••• •• • • • • • •• • • •• • • • •••• • • • • • • • ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE: FOR 111 FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 28.603 34.603 40.603 i 46.603 52.603 58.603 64.603 76.000 `o_OZ N 0 U ZMoNZ ON U 0'001 0 -ZNONZ 0 U 0gap ZMONZ O ,_ZosNZ ON Q O 'ZWNZ 80i0 o 8 ZMONZ 8 U 0ZNON2 U O 43 O HO U WINDOW WIDTH GLASS TYPE :95 C,D,E,F,G, H,i,J,K,L 1 1 2 1 1 1 1 1 1 1 1 2 1 1. 1 1 1, 2 19 2 2 1 1 2 1 2.2 j 1 /22 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2.2 1 2 2 1 2 3 1 2 2 1 3 3 AB,M 1 121 1 .1111'211122212272222222222222 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .22222222222232233 1 1 1 1 1 1 1 1 24.000 C,D,E,F,G, H,,J,,L 1 1 2 1 1 1 1 1 2 1 1 2 1 1 2 1 1 2 1 2 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2; 2 1 2.3 1 2 2 1 2 2 1 2 3 1 2 2 1 2 3 1 3 3 1 2 2 1 3 3 A B,M 1 1 2 1 1 1 1 1 2 1 1 2 1 1.2 1 1 2 1 2 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2.2 1 2;2 1 2 2 1 2 3 1 2 2 1 2 2 1 2 3 1 2 2 1 2 3 1 3 3 1 2 2 1 3 3 C,D,E,F,G, HAJ,K,L 1 1 2 1 1 2 1 2 2 1 2.3 1 1 2 1 2.2 1 2 3 1 1 2 1 2 3 1 2 3 1 2 2 1 2 3 1 2 3 1 2;2 1 2.3 2 3 3 1 2 2 1 3 3 2 3.4 1 3 2 1 3 3 2 3 4 1 3 3 1 4 4 AB,M 1 1 2 1 1 2 1 2 2 1 2 3 1 1i2 1 2.2 1 2'3 1 1 2 1 2 3 1 2 3 1 2 2 1 2 3 1 2 3 1 2 2 1 2.3 1 3.3 1 2 2 1 3 3 1 3 4 1 3,2 1 3 3 1 3 4 1 3 3 1 4 4 37000 C,D,E,F,G, H,I,J,K,L 1 2 2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 2 2 3 1 2 2 1 2 3 2 2 3 1 2 2 2 2 3 2 2 3 1 2 3 2 2 3 2 3 4 1 2 3 2 3 3 2 3.4 1 3 3 2 3 4 2 3 5 1 3 3 2 4 4 AB,M 1 2 2 1 1 2_2 1 2 1 2 3 1 1 2 1 2 3 2 2 3 1 2 2 1 2 3 2 2 3 1 2 2 2 2 3 2 2.3 1 2,3 2 2 3 2 3 4 1 2 3 2 3.3 2 3 4 1 3 3 2 3 4 2 3 5 1 3 3 2 4 4 40.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 22223222323222323232324233 2 2 2 2 2 2 2 2 2 2 2 2 2 .33423343533 2 2 2 2 2 2 344 2 53344 2 2 211 A B,M 2 212 2 1 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2.3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 3 2 3.3 2 3,t 2 2 3 2 3,4 2 3 5 2 3 3 2 3 4 2 4 5 2 3 3 2 4 4 44.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 21222222' 2 2 2 32223232233242333342 2 2 2 2 2 2 2 2 2 2 .33334233`4353,3 2 2 2 2 2 2 2 3445344.5 2 2 2 AB,M 2 2 2.2 2 2 2 2 2 3 2 2.2 2 2'3 2 2 3 2 2 2 2 3 3 2 2 4 2 2.3 2 3 3 2 3 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3.4 2 3.5 2 3,3 2 3 4 2 4 5 2 3 4 2 4 5 212 48.000 •• • • PSF 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3.4 2 2'3 2 3'3 2 3 4 2 2 3 2 3,4 2 3 4 2 2 3 2 3,4 2 3.5 2 33 2 3 4 3 3'5 2 3 3 2 4 5 3 4 6 2 3 4 2 5.5 212' 2 2 ABM 2 2 2.2 2 2 2 3 2 2.2 2 2 3 2 3.4 2 2,3 2 3 3 2 3.4 2 2 3 2 3.4 2 3 4 2 2 3 2 3'4 2 35 2 3'3 2 3.4 3 3,5 2 3 3 2 4 5 3 4 6 2 3 4 2 5 5 212 212 2 • • • • • x.626 ••••• •••• PSF 72 79 79 C,D,E,F,G, H,I,J,K,L 2 2-12 2 2 2 2 2 2 2.2 2 2 3 2 3 4 2 2:3 2 3.4 2 3 4 2 2 3 2 3.4 3 3 4 2 3.3 2 3.4 3 3.5 2 3.3 2 4 4 3 4 6 2 3 4 3 4,5 3 4 6 2 3.4 3 5.6 212 213 ABM 2 2 2 2 2 2 2 3 2 3.4 2 2,3 2 3.4 2 3 4 2 2 3 2 3 4 3 3.4 2 3 3 2 3 4 3 3 5 2 3;3 2 4:4 3 4;5 2 3 :3 2 4.5 3 4.6 2 3 4 3 4 5 _212 2 2 212 213 2 2 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE -FLEX 3- #12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOpLOWIING DIMENSIONS. H -1812" MAX. FROM TOP CORNERS JAMBS -1712" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6.. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITh THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE KEY: MAX. PSF (DP UNITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RA6_ ©© (FULL DP) • HEAD JAMB ABOVE MTG. RAIL JAW BELOW MTG. RAIL Agire /Yc 11113108 4'6:1103 IMArkar B A REVISE ANCHORAGE TABLEAND NOTES. ADO DP MX, WHERE ANCHOR Q7Y1S RESTRICTED BYSZE NO CHANGE 711113 SHI6^T J. osicz23#07 1 1070 TECHNOLOGY DRIVE 9101009118, R 34276 P.O. acoc15211 NOKOM IS, 834274 Pc dT YtdbIy Bauer ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT 1 NTS I 8 M 11 �� &ow 4040-20 Roc 8 #17 Robert L Dark. P.E. PE 639712 Structural • •• • • • • • • • ••••e• • • •••••• • • • •••••• 00000 • • • • • • • • • 000000 •••• • • • •• • •••• • • •••• •a •••• • •••• •• • • • • ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS SUBSTRATE: ANCHOR TYPE. WINDOW GLASS WIDTH TYPE C,D,E,F,G, H,I,J,K,L 19.125 24.000 A,B,M TABLE 6. PSF C,D,E,F,G, I,I,J,K,L A,B,M WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 1 1 2222 1 1 2 2 2 2 1 1 2 1 2 2 1 1 21 2 2 1 • 22 i 2,2 1 1 2 2 2 2 1 1 2 2 2.2 1 22 1 2 2 ® ® ® ® ®® PSF I J 1 1 1 1 2 2 1 1 1 1 2 2 1 1 222'2 1 1 2 2 2.2 1 • 22 1 • 2 2 32.000 CH,I,J,K,L ®� 212 212 212 213 2� 1 2 22 323 A,B,M 11®11®®®®®® 323 1 2 2 1 22 1 1 2 2 2 2 1 1 2 2 2'2 1 1 3232 1 1 3 2 3 2 3 2 1 2 1 1 1 1 1 1 1 1 1 1 1 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 3 313 ®®®®®®E®NIE®NI PSF 59 67 79 C,D,E,F,G, 1 1 1 2 1 37.000 H,I,J,K,L 1-11 1 1 111 212 2 2 A,B,M 1 1 1 2 1 111 1 1 111 212 2 2 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 40.000 H,I,J,K,L 11 1 1 111 111 2 2 2 2 A'B'M 111 it i i11 212 222 PSF 49 79 56 79 C,D,E,F,G, 2 2 2 2 2 44,000 H,I,J,K,L 111 111 111 212 2 2 1 2 2 2 2 3 1 22 2 2 2 3 3 3 2 2 2 2 3 3 3 3 1 33 2 2 4 3 3 3 1 3 2 2 2 3 3 4 3 3 2 2 2 4 3 4 4 1 3 2 1 2 2 2 2 3 2 2 2 2 2.333 2 2 2 2 3333 3 3 2 2 4 3 3 3 32 2 2 3 3 4 3 1 3 2 2 2 4 3 4 4 1 3 2 2 4 3 2 4 3 2 2 2.2 2 3 2 2 2 2 2 3 3 3 3 2 2 2 2 3 3 4 3 33 2 2 4 3 3 3 2 3 3 2 2 4 3 4 4 2 3 3 2 2 4 3 4 4 2 3 3 2 2 2,2 2.3 2 2'2 2 2 3 3 3 3 2 2 2 2 2 3 3 4 3 2 3 3 2 2 4 3 3 3 2 3 3 2 2 4 3 4 4 2 3 3 2 2 4 3 4 4 2 3 3 2 5 3 2 5 3 79 A ,M 111 111 111 212 22 B 2 PSF 45 74 51 74 C,D,E,F,G, 2 2 2 2 2 48,000 H,I,J,K,L 111 111 1.10 212 2 2 AB,M 2 2 2 2 111 111 111 212 2.2 '• PSF 41 67 46 67 • C,D,E,F,G, 2 2 2 2 2 HIJ,K,L i1; 11-1 iT7 212 2•2 A,B,M 111 117 111 2{i 222 •• tta • •• • • • 2 2 212 3 3 2 2 2 2 3 3 2 22 2 2 3 3 3'4 2 23 2 2 3 3 4 4 2 3 3 2 2 4 3 4 4 2 33 2 2 4 3 4 4 2 3 3 2 2 4 3 4 4 2 3 3 2 2 2 2 2 3.334 2 3 2 2 3.3 4.4 2 3 3 2 2 4 3 4.4 2 33 2 2 4 3 4 4 2 3 3 2 2 4:3 4 4 2 3 3 2 5 4 2 5 4 79 79 2 2 2 2 i 2 2 2 2 2 3 :334 2 3 3 2 3 3 3 4 4 2 3'3 2 2 4:4 4 4 3 3 2 3 4.4 4:4 2 4 3 2 3 5'4 4.4 2 4 3 2 2 21233 22 2 2 3'3 3;4 2 3:3 2 3 3:3 4 :4 3 3 2 2 4 4 4 4 2 3 i 3 2 3 4 4 4 4 2 43 2 3 5;444 2 4 3 2 5.4 2 5.4 76 79 2 3 21-2 313 2_ 3 2 313 2 3' 3 2 3 3 3 4 4 2 3 3 3 3, 4 4 4 4 2 3 3 3 3 4'444 2 3 3 3 3 4 4 5'5 2 4 3 3 3 5 4 5 5 2 4 3 2 3.3 2 3 3 :3 44 3,3 3 3 4 4 4 4 2 3 3 3 3 4'4 4.4 3; 3 2 3 4.4 5 4 2 4:3 3 3 5 4 5 4 4 3 3 5 4 3 5 4 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 12" MAX. FROM TOP CORNERS JAMBS - 17 1/7 MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6' MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1 • LESS. 5. DESIGN PRESSURE UMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOW ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE 117 3 313 MTG. RAIL IAMB BELOW MTG. RAIL (FULL DP) 2 MB ABOVE 2 2 MTG. RAIL JAMB BELOW MTG. RAIL HEAD Pmioicam -7 ;SS 1 r -1 e' 1:7I • • • 14 11HS/08 8... "" OP MAX WERE ANCHOR OTT IS RESTRICTED BY SIZE p • . • 14• 1124108 A NO CHANGE THIS SHEET Q'ra1•• • Cb.L. • Oft • • 7/ JJ. 22307 • •• • • • •••• •••• • •• • • • • • • • •••• 10701F3d*N8LOGY DRIVE NOKOM IS. FL SQ76 P.O.BQX1618 NOKOM IS, FL34274 PST Vtdbb &t T ANCHORAGE SPACING, STANDARD VIEW PRODUCT REVISED sr comptying Os Ada UMW; Calk Accepinee 'J - 0.0" Daft - • './a 'VAC, IVS'wm P Sd.M • -� ALUM. SINGLE HUNG WINDOW, IMPACT Admiral* AN. � MOW NTS 9 11 �4040.20 • • •••••• • • OOOOOO • • • OOOOOO ••••• • • OOOOO • • •••••• • • •••••• • • • OOOOOO • • • •• • •••• s • •••• • • •••• •• • • • • • •• • • •• • • • •••• •••• • • •••• • • ANCHOR QUANTITIES ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. SUBSTRATE: ANCHOR TYPE: WINDOW HEIGHT HANDS SASH HEIGHT FROM TABLE 8. 17.125 22.668 28211 33.754 39296 44.839 50.382 55.925 WINDOW WIDTH GLASS TYPE 0 RO Q U N Z O U U O 0 O MnO N U N Z O U U Z 0 0 0 MO U N Z 0 U z <O U O MO N 0 Z U U z U 0 V7 o U N O U U 2 O U 0 N U N O U U 2 O U 0 MO N U Z O U U Z U 0 co.. O U N Z O U U 2 <O U 19.125 D,E,F,J, K,L 1 2 1 2 2 2 2 2 2 2 1 2 2 2 3 3 3 1 2 3 3 1 3 3 24.000 D,E,F,J, K,L 1 2 1 2 2 2 2 2 3 3 2 3 1 1 2 3 3 3 3 3 3 32.000 D,E,F,J, K,L 2 2 3 2 3 3 3 3 2 3 1 4 4 4 3 5 3 5 37.000 PSF 79 D,E,F,J, KL 2 1 2 2 2 2 3 2 3 2 4 2 3 3 2 3 2 4 3 2 4 2 4 4 2 5 2 5 4 2 5 40.000 PSF 79 79 79 79 D,E,F,J, KL 2 2 2 1 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 3 2 4 2 4 2 3 2 5 2 4 2 4 2 5 2 5 2 4 44.000 PSF 76 79 77 79 79 D,E,F,J, KL 2 2 2 2 2 3 2 4 2 4 2 4 2 4 2 5 2 4 2 3 2 5 2 5 2 4 2 5 2 4 2 6 48.000 PSF 78 79 70 79 79 71 79 73 76 D,E,F,J, KL 2 2 3 3 4 2 2 5 2 4 2 5 3 5 2 4 2 6 3 5 2 4 2 8 3 6 2 5 2 6 53.125 PSF 71 79 63 71 79 64 74 86 77 69 69 D,E,F,J, KL 2 3 2 4 3 5 2 4 3 5 3 6 2 5 3 6 3 6 2 5 3 7 3 6 2 5 3 7 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4` ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD -181/2 MAX. FROM CORNERS JAMBS -171/2 MAX. FROM TOP CORNERS 11 112* MAX. ABOVE THE MEETING RAIL 8' MAX. BELOW MTG. RAIL 15' MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW At WINDOWS ARE 12 5/8* MIN. TO 38" MAX. ¢¢ TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 9& FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 6. DESIGN PRESSURE UMITATIONS: A SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITAUCIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS ANCHOR QUANTITIES SUBSTRATE! ANCHOR TYPE:—. AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT 12.776 15.776 18.776 21.776 24.776 27.776 31.106 \ ❑N o; V.§"71g 0 0N0Z 13 0 <U�3 0pN0 U 0 c§i3y 0N0 U 0 <c8N 00 00 <c§`J Zr NC� §.1).`m p30.776 $U Z ZM0 $`S §N Zr Cg 0 o WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2' 3 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 1 3 2 3 4 3 4 40.000 74 21 212 2 2 2 3 2[3 3(2(3 31313 41313 4r314 41314 • •••44 6 2 2 2 2 2 4 2 1 3 3 ( 3 3 4 1 3 1 3 4 1 3 1 4 5 1 3 1- 4 5 1 3 1 4 ••••• 7 2 212 2 2 2 3 2 [ 3 41 3 ( 3 4 1 3 1 4 4 ( 3 1 4 5 1 3 1 4 5( 3( 4 •• • 4 5 1 1 2 5 � 2 2 2 2 2 2 2 3 3 T 3 4 { 3 ( 4 4 1 3 1 4 5 [ 3 1 4 513 5 5( 3 1 5 AVAILABLE. A TABLE 7. KEY: MAX PSF (DP LMTED) HEAD JAMB ABOVE MTG. RAL 112 2 2 (FULL DP) HEAD JAMB ABOVE MTG. RAIL 2 4 ® TABLE 8. KEY: MAX PSF (DP LIMITED) JANB BELOW MTG. RAIL 112 2 (FULL DP) JAMB BELOW MTG. RAL 2 PRODUCT REVISED as cc* *twat& ilhalladis Pis 0 2 .snn!•• .0L 2.DI) Smod RAM.* ••• • ./ d`i• '1' . 11/13/08 B ADO W M4K WHERE ANCHOR QTY IS RESTRICTED BY SIZE • • • • •• • • • • • ., NO CHANGE THIS SHEET X477 1070 TECHNOLOGY DRIVE NOKOMIS. FL NM P.O. BOX 1829 PST VW4iy Bemer ANCHORAGE SPACING, CUSTOM VIEW 4 ALUM. SINGLE HUNG WINDOW, IMPACT Sxmo NTS 110 + 11 I 4040-20 8 •••• • • • • •••••O •• • • • •••• •••••• • • 0 •••• • • e •••••• ••••• • • • •••• ••••• •• • • • • • • • • • •••••• •• • •••• • •••• •••••• • • •• • ••••• EXTERIOR INTERIOR ALL HEAD AND SILL DETAIL CONCRETE ANCHOR 335 KSI MIN. CONCRETE (SEE NOTE 1 & 3) A 2x WOOD BUCK A(SEE NOTE 4) OPTIONAL 1x • WOOD BUCK (SEE NOTE 4) • 13/8' MIN., 1/4" TAPCONA j. 1.3/4" MIN.. 1/4" CRETE -FLEX 1/4" MAX SHIM 1/4" MAX. SHIM A NOTES: 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 314 ". WOOD ANCHOR 2. FOR WOOD APPUCATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR (SEE NOTE 2 & 3)A 1/4' 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 TOTAL THICKNESS IS LESS THAN 1 1/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 3!8' INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" 1 A THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE - ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T5 AND A MINIMUM OF 1/8' 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 #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT UMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). DETAIL A _ DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 1/4" LI MIN. 1/4" MAX SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3)A 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU I x BUCK OPTIONAL WITH SOUD CONCRETE SUBSTRATE (SEE NOTE 4)A DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE A 1/4" MAX SHIM 1318"® MIN. WOOD ANCHOR, FH BELOW MEETING® RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4) A .131' DIA. MIN. x 2 1/2" NAIL, • • • AT CORNERS •_• • AND5 "O.C. • • • • • • OOOOOO •• •• • • •••••• •••• • awe+ plc •• Rod* OW • • .5i4 11/0ae 114' MAX—► SHIM WOOD FRAME 1 4" MAX SHIM DETAIL F, (HEAD) I .131'131A. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE A INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME .131' DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5" O.C. DETAIL G, (SILL) •••tfife 1/240 Dix • • JJ4 6WA6 • • • awe ADD INIEC:1PAL FINANcHOR4OE UPDATE'& REORDER NO7E& 8 ADD NOTE'S 7. UPDATE' CONgiEfE ENBEDNENT OA1� Aboliser A ADD NOTE 8 RE RAT HEAD ANCHORS m.a aex or, I J.0 2/23107 MO TECHNOLOGY DRIVE NOKOMIS, MUMS PA. BQX 1BPB NOKOM•S, 8.34274 ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT 5f78) '� Mac NTS 11 Ie..r.w 404020 :A L Clark. P.E. PE #38712 Sbuds a4 • • M1AMZE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries %-1070 Techn__, olo gy Drive, Nokomis, Fl. 3427_,5' SCOPE: This NOA is being issued under the applicable rules and re The�documentation submitted has been, reviewed b gulatsons governing the use of construction materials. by the Board of Rules and Appeals (BORA) y Mimi -Dade County Product Control Division and accepted to be used in Miami Dade County, and other areas where allowed by MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 www.buildingcodeonline.com the Authority Having Jurisdiction (ART). This NOA shall not be valid after the expiration date stated .below. The Miami Dade County Product; control Division (In Miami Dade County) and/or the AHI (in`areas other than 11/fianai Dade County) reserve the have this product or material tested for quality assurance fight to Purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ niay immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by revoke fails to meet the r y Mir -Dade County Product Control Division that this product or This requirements of the applicable building code. product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. D, ESCR,IPTION: Series "FD -101" Outstswin APPROVAL DOCUMENT: g Alum French Door w/ �apu± �: Drawing No.110051, titled "Aluminum French door & Sidelite- .lthrough 10 of 10, prepared by manufacturer, Impact "; sheets Robert L. bearing dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Clark' RE., bearin the Miami-Dade County Product Control Approval Acceptance number and approval date by the Miami Dade Co Product C v with the Notice of County Product Contl Division. 'Limitation— MISSILE-IMI'ACT RATING Large and-Small-missile Impact-Resistant 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable: LABELING: Each unit shall bear a following statement: "Miami -Dade County �eoductbeCwith �,� manufacturer's unless or logo, city, state and . RENEWAL of this NOA shall. be considered after a renewal application has een filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any `. product, for sales, advertising or any other purposes shall automatically m with any section of this NOA shall be cause for termination and removal of A. NOA. Failure to comply ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPE •• ••• • • • • • .. • CTION. A copy of this entire NOA shall • • • • • • • and shall be available for ' hall be provided to the user by the maa? �factt>ier�a��• ors' • This NOA consists le this inspection at the job site at the request of the Building Official. • • • • • • • • • • Page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E, '• , ;__ZE rtOA go. 4740629.•lg± • • • Expnration Piste: October 18, 2012 • —, Approval I}ate: October 18, 2007 • •. . . . —. .$�ge� -1�1 •' • • • • •n • • • • • • •••. • • • : • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Industries NOTICE OF ACCEPTANCE: EVIDENCE SUB A. DRAWINGS MI`I'1'ED 1. Manufacturer's die drawings and sections. Drawing No.11005 -1, titled "Aluminum French door & Sidelite -Impact", act" sh !through 10 of 10, Prepared by P Bets 09/25/07, signed and sealed by manufacturer, dated 02-22-07 and last revised on y Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind press 6) Forced En ''Loading per F. , TAS 203 -94 Along with marked-up Fu drawings n Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 French door is w/ kd ..apes and installation diagram of al No prepared by Fenestration Testing aluminum out swinging FTL -5212, dated. May signed Y Laboratory, Inc,, Test Report Y 05, 2007 si ed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06-2 09/25/07, prepared by PGT, signed and sealed by 1-. C ark last revised on Y 2. Glazing complies. with ASTMS- 1300 -02 Robert Clakk, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1 • Notice of Acceptance "DuPont Butc ps 05- 1208.02 issued to `E.I. DuPont Denemours" for 2. Duce t Acceptance „ dated 02 /15 /01,.expiring on 12/11/10. Notice 1 ptance No. 03- 0827,08 issued to'Solutia Inc, for "Solutia Interlayer for laminated glass", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial inter by Robert L. Clark, P.E. est, dated 06- 21-07, signed 2. Letter of lab compliance part of the! above: test report.. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 ..•. • • • • • • • • • ••••.• • 1.I..'• • ISL 1. Li 4 •. • • •• • • • : Product Co?t�pi Vaunter'. . • • • • • • • •ItTOA No? 07!629.10' • Expiration Date: October 18, 2012 Approval Date: .Octo ie;1$,?A0Z • •: ,;. • . • • • • ' • •• . • • • • • • • • • •• .• ' • • • •• ••- •••• • •. • • •.•••.. •.•• 000000 • • • •••••• • • 00000 • ._ • �• • •_ -. 000000 • • • •x. - •••••• • •••. • • • • • •••• • •••• • •••• • • • • • • • •• NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) t GLAZING OPTIONS: A. 3/8' LAMI NOM. (,402) CONSISTING OF (1) L OFi18 " ANNEALED -BLABS PLUS AN MIT PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM —MUST() LITE0r3718°TiEAT STREN B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF ITV HEAT STRENGTHENED GLASS PLUS AN .090 PV8 INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3H8" HEAT STRENGTHENED GLASS. C. 7/16' LAM) NOM. (.4851 CONSISTING OF (1) LITE OF 3/18' ANNEALED GLASS PLUS AN .090 PVB 1NTERLAYER OF DUPONT BUTACITE OR SAFUDOKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS , D. 7/18° LAMI NOM. (A651 CONSISTING OF (1) LITE OF 3118" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. 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. 3. CONFIGURATIONS: O DC xQ xxO, oxX, OxO, AND OQXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE 11AS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS B THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 8. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSI/AF&PA NDS -2005 FOR W000 CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED :& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LTTETO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL: LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), 13 REQUIRED ONLY AT ALL DOOR TO SIDE LUTE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. 011_C11 EXTERIOR Q � �.......:.:_....i.. A • • • • EXT. -1/8" ANNEALED OR • • :•.HEAT STRENGTHENED GLASS • .. _ .090 PVB INTERLAYER • • • . -- DUPONT BUTACITE OR • • • •� "• SAFLFSAFE MAXIMUM y�n•4" HEATSTRENGTHEND GLASS 000000 • • •••• taut* malb• • • .402 k—A a/8 .LAMINOM: GLAZING- OPTION A OR BNOTE 1 EXTERIOR 1/2" GLASS BITE NOA DRAWING MAP TOPIC SHEET GENERAL NOTES... 1 CONFIGURATIONS1 GLAZING DETAILS1 DESIGN PRESSURES2 ELEVATIONS 3 VERT. SECTIONS4 HORIZ. SECTIONS_.._5 PARTS LIST 8 EXTRUSIONS 8, 7 ANCHORAGE ....... .. 8-10 EXT. - 3118° ANNEALED OR HEAT STRENGTHENED 01433 .090 PVB INTERLAYER DUPONT BUTACITE OR A SAFLIDUKEEPSAFE MAXIMUM INT. - 3118" HEAT STRENGTHEND GLASS Approval arcomptytagwith the NO .91" tut e.f /CO Moroi auk Product t:oulmt 1. Clt 4'.L .485 7/16° LAMI NOM. GLAZING OPTION C OR D, NOTE 1 e_ AwougalirrEDOPV stAamannagAwauss maMc.ie morel 'CLA4vl&SCRIPf: aA10010078t! NOTESANDGLAZING DETAILS w ALUM. FRENCH DOOR SIDE LIES, IMPACT •••4•" •••• •••• • r•••, •• • • • • • •• • •••• • •.•.•...,_. • • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, 0)0( & 0)0(0 (FOR DOORS WI SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS X WIDTH XX WIDTH 30_ 371/2"46° 71 3/4" OWIDTH DOORS WITH GLASS'TYPES A B, C OR D HEIGHT 68 - 79 3/4° � 7° - 63 3/47_ / 87 3/4" 91314" 8° - 95 3/4" +75.0 - 75.0 {I +75.0 75.01 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 SINGLE SIDE UTES W TH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.8 -67.8 +64.2 -84.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 O WIDTH 36 3/4" -70.4 +66.6 -68.6 +63.1 -83.1 SINGLE SIDE UTES WITH GLASS TYPES B, C OR D +75.0 - 75.01+75.0 - 75.0' +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 TABLE 2.. DESIGN PRESSURES FOR COMBINED DOOR / SIDE_LITES ONLY APPROVED CONFIGURATIONS: OX,XO, OXO, XXO, OXX & 000(0 (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, 8, C OR 0 HEIGHT X WIDTH 2 °_ 25.1/2" 271/2" 291/1" 2° 31 112" 28 331/2" 351/2" .3° 37112" • §INGj4. O WIDTH SIDdr4r4' XX WIDTH - 793/4" 7°- 833/4" 87 3/4" 91 3/4" 8°- 95314" 4° 47 3/4" +58.6 -58.6 +55:4 -55.4 +52.4 -52.4 +49:8 -49.8 +47.4 -47.4 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 55 3/4" +51.7 -51.7. ±48.8 -48.8 +46.1 -46.1 +43:8 •43.8 +41.6 -41.6 5° 59 3/4° +49.0 -49.0 +462 -46.2 +43.6 -43.6' ' +41.4 -41.4 +39.3 -39:3 54 633/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5; +35.8 -35.6 if 71.314 ". 10.3/4.' +334:0. +340 +34 0 -34.0. +34.0 GLASS TYPES A, B, C OR D +75 0 75.0. ±75:0 _75A° +75.0 -75.0 +75.0 +75:0 -75.0 • - • ..• .. _• 12 3/4 ". +75:0 750- +75.0 -75.0 +75.0 -75.0 +75.0 -75.0; +75.0. -75.0 •• • • •• 19" 21 314" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 +59.0 -59.0 +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4. •••• ' • • 0.•• 27 3/4" +52.9 -52.9 +49.9 -49.9 +472 -47.2 +44.7 -44.7 +42.6 -42.6 361/8" +35.2 -352 +35:2 -35.2 +35.2 -35.2 +352 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0. -34.0 NOTES: ®1. GLASS TYPES: k 3/8" LAMI (1/8" A, .090 PVB, 3/16° HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16'14S) C. 7116" LAMI (3(16" A, .090 PVB, 3/16" HS) D. 7/16' LAMI (3/16' HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH = 731/2" MAX. OXO WIDTH =1091/2' MAX. 000(0X0 WIDTH =107 3/4" MAX. OXXO WIDTH =143 314 3. SINGLE DOORS 33 818" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64118° WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS 1S NOT REQUIRED BY CODE 4. DESIGN PRFSSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. g. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 99' HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +87.6 /-67.6 PSF ®a. EX. B FROM TABLE 1. 0X00 WITH GLASS TYPE A... 88" WIDE x 85° HIGH DOUBLE DOOR WITH 361/2" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2: OXO WTTH GLASS TYPE C 30' WIDE x 87 3/4' HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.61-43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C . 63 314 WIDE 80° HIGH DOUBLE DOOR WITH 26° SIDE LITES DESIGN PRESSURE _ +43.1 / -43.1 PSF FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT DETAI., . App,•ur,4", 4044141bag wlbttm g 00 H ate � Miami Thule Pouliot C°n'treL , lei: F TAIERDE876aP7 4i9ADta aAt*W71F/8YF:tH�NPN GEMS -- 8'N41CSMI NtOMMEIMAZIONOTEBes® $YISEUp1E 2d'S•AGDrcrraiO1tsOO TAM EtNID2 . REOLNXIMEIZEDOSIMPRESSIJITEANDADJ11137: tlPSFOR MI4E2 NORMS. a sks : 6G" rworamaxxotw' mix ISOKI i4 FL 34274 Webb. asses DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE UTES, IMPACT FDffi1 lame 4+04 Ix 2 4r 10 11006-1 B ICHORAGE DETAILS SEE SHEETS 8 THROUGH 10. .. O FoR HORIZONTAL AND VERTICAL SECTIONS SEE SHEEN 4 AND 6. 3. S OVERLAP 7C AND 70X' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 6 OPENING EN FOR LOCATION FOR SIDE LITE TO DOOR CONNECTIONS ( XIC APPLICABILITY Y SHEET 2) VDXX AND 70C DOORS AS FOLLOWS: H - 5848 (10C DOOR 2) H/2 -4. CONFIGURATIONS. ix' DOORS =WIDTH - 5.8d6) (70C 000R= DOOR WIDTH/2 �.07g) DLO HEIGHT = HEIGHT - 113/8" A DLO WIDTH 'X' = DOOR WIDTH - 1215/18` DLO WIDTH 70X' = DOOR WIDTH/2 -11 6/18" SIDE LITE DLO HEIGHT = HEIGHT 11 3/8" A DLO WIDTH = WID' H -31/8. Appi DOM: 10 .1410Agg p'{ib t11i' 1,113:4 Curie taut tiOAk O .0 h4i.� t)a7a Ptamiet m ALUM. FRENCH DOOR & SIDE LtTES, IMPACT • • • •._ _!_ • ••••-- • •...• •••• • iii•• • _..••.•e.. a-• •••' • • 00000 • • • • ••••S•••. • • • ITEM DWG # PGT# DESCRIPTION l 9435 60411 FRAME HEAD 2 1010 6Q300 WSTP.,Q -LON .190 X.376 HIGH 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 4 955 7955X FLUSHBOLT STRIKEPLATE 5 938 7938X 2 PT. LOGO STRIKEPLATE 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 7 7832X12FP7P #8-32 X.500 PH. FL MS - S.S. W /SILICONE PATCH 996 70995 GASKETIBEIWEEN THRESHOLD & FRAME JAMB) 9 996 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 10 952A 6533016 FILLER HEAD ADAPTER 11 11000 611000M OUTSWING THRESHOLD 12 1670 671670 WSTP,..350 RD FOAM FILL T-SLOT (AMSBURY #32011) 13 11004A 611004M OUTSWING'THRESHOLD CHANNEL COVER 14 11001A 411001A ACETAL SPACER .065 ( INHOUSE INJECTION MOLDED) 15 11002A 411002A ACETAL SPACER .095 (I NHOUSE INJECTION MOLDED) 16 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOWED) 20 915D 60380 FRAME JAMB (OUTSWING) 21 1010 60300 WSTP.,Q-LON .190'X.375 HIGH 22 6808 66808M REINFORCEMENT, 1.000 X2.750 X0.650, 6061 -78 23 1140 78X112PSAT5 #8 X.1.500 PH SQA.T /S 24 1048 71048 JAMB SCREW COVER CAP 41721N STRIKE PLATE INSERT; 1118 710X34PFA #10X.750 PH. FL SMS 7070 67070K BULB.WEATHERST IP ,187 X.300 HIGH 910D 6910 DOOR PANEL TOP & BOTTOM RAIL 911E 6911 DOOR PANEL, SIDE RAIL 917 7FRMO HINGE EXTRUSION 1178 71058FP W,B #10 X .625 PH. FL. SMS 913A 60378M TRUSS :CLAMP 1130 6TRODA 5/16.18 THREADED ROD 990 7990NUTA 5116 -18 FLANGED HEX NUT 914A 80379M WEATHERSTRIP CHANNEL 7834FPT #8 X:75 PH. FL. TEK 997 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) 1023 67924G WSTP., .187 X.250 HIGH, fINSEAL 928 41720 SLIDE BOLTASSY. (INACTIVE PANEL ONLY) 1145 78X12FPAW #6 X.500 PH FL SMS TYPE BUS 1212 7P3OGG SILL DUST PLUG {INACTIVE PNL) _ DOOR PANEL ASTRAGAL 1 (OUTSWING) 98413 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 1213r • 6Q200K •.w I, 1y31 882 ••1 930 •• • -..• • • • • •• • _+i� • 'H% •• WSTP.,G -LON .190 X.200 HIGH 74UBLOK 7634F FD2PTAY 6R180 FS 41721 ~ 7FRSPX i 710X34PFA 70957X •710X34PFA wawe LOCK SUPPORTASSY. (41707 & 41708) #8 X.750 PH. FL. SMS 2 PT. LOCK ASSY. RUBBER SLEEVE STRIKE PL. INSERT (INACTIVE PANEL) DEADBOLT STRIKE PLATE #10X.750 PH.FL. SMS �HANDLE STRIKE PLATE #10X.750'PH F. SMS ITEM DWG # PGT# DESCRIPTION 60 9200 69200 SIDELITE HEADER 81 62 9210 9168 6921 60381 SIDELITE SILL SIDELITE JAMB 63 64 85 1155 998 999 781PQA 7998 7999 #8 X 1.000 QUAD PN. SMS HEAD GASKETS (STOCKING *70998) SILL GASKETS (STOCKING *70999) 66 934A 61641M SIDEUTE JAMB ADAPTER *12 X 1.000 SHEET METAL SCREW 70 71 712853K 71267K SETTING BLOCK, 3/32" X114` X 1" W/PSA SETTMO BLOCK, 1/18" X1/2" X 1" W/PSA 72 4222A 64222 BEAD, 7118" . 73 988 8988 BEAD, 3/8" 92 93 94 96 988 64986 BEAD, INTERIOR 1224 61P247 BULB, THICK (USED IN EXTRUDED BEAD) GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16° HS 96 GLASS; 318" LAMI - 118" HS,..90 PVB, 3/16° HS 97 GLASS, 7/16° LAM.- 3/16" A, .90 PVB, 3/18" HS 98 102 103 GLASS, 7/18" LAMI - 3116° HS, .90 PVB, 3118" HS 11006A 41106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) OFF-THE SHELF DEAD BOLT LOCK .504 —H .. ; . f' ..360 13 SWINGTHRESHOLD CHAOUTNNEL COVER 6063 -76 :660 --- I X251 0 TUBE MULL 606375 1.000 Approved as entaplytag watt the Pork,* aetaat Cede DEd NO Wand Dada Padua "G• I.( LAUj. • FA :•* *• • Awttp�e' 7» NC' • i` 94%MR:• - ..4.e8k t t .. FJC Z#2/DT.__ mie 1MS i At0Ore !!EK•x40MM90P.TAN, WilACrIVE PANEL GM.rjviEw3 .... .... ... _. tmaIEC NOLOGYOaaUE traveffainaanf ma= 1529 c; ..... VBetamr PARTS LIST ALUM. FRENCH DOOR & SIDE L1TES, IMPACT POIOf 7�C oath 0 4 10 11005.1 •••• • • • •• • • • • •••• • • • • •••-- • *sirs• •••• t •. •• • •• •. • • to _• • • •• •y•• *•, .. •. • •• HEAD ZONE "C I I_ SILL ZONE "C" SEE TABLE 3., SHT. 9 • HEAD JAMB ZONE "B° w gm HEAD f -zoNE ZOFNED'F° I ZONE } f ZONES Er- hZONro "—} Au' II SILL SILL e.: 4ZOIVE"F" ZONE- SEE TABLE 7.; SHT. 9 • AORTA 1_ SILL SILL ZONE "17 _1_ZONE °°D "� SEE TABLE 4., SHT. 9 1 ZONED "E"1 O JAMB ZONE "B" t"ZO -1- ZOEE °E"-t EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION XO OR OX w O PLUS, A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. T ZONE "E"� 'ZONE"D"r ZONE "E"� SEE TABLE 5., SHT. 9 SEE TABLE 8., SHT. 9 HEAD HEAD -ZN HEAD "FE I Z NED"F" 1 ZONE17-1—ZONE O -1- 2 1 SILL ZONE '17° ZONE F"1ZONE SEE TABLE T., SHT. 9 'E° wx s ggm 'x 1 '/\ • ' 1 ` I 1 { JAMB ZONE °B" x rp 1 01 �/ \, ' <XXOOROXX> \ / -1 V SILL ZONE '17° ZONE F"1ZONE SEE TABLE T., SHT. 9 'E° wx s ggm 'x x 1 / /� , • 0)0(0 ' 1 ` I 1 x x x x rp 1 01 1 1 1 SILL -ZONE --ZONE "F" ZONE "F"�ZON"E� SEE TABLE 7.. SHT. 9 B. 71 3/4 "x83 314" )0X DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+6+6+2. (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 31411 UNIT, - • 71 3/4"W 9OC DOO R WITH 19'W S1DE LITES (SEE SOLUTION ABOVE) 1, APPROVED ANCHOR TYPES ARE 1. 1/4" ELM TAPCONS 2. 1/4' ELOO 584 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2AN ANTI TIE$ ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE) SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. • :131/4" MAX FROM CORNERS AND 23118' MAX. O.C. • HEAD & SILL OF DOORS: 8" MAIL FROM CORNERS, 9' MAX FROM ASTRAGAL CENTERS AND 20 7/8 MAX. O.C. 111 &.SILL OF SIDE LITES: 6" MAX FROM CORNERS AND 24 3/4" MAX O.C. ` 3. TO PGIERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. avaF FA • are ••;••• NedAsek •• .,, • CHANGE 7R70gtt AN HOR FROI!VID D_ ADIJ N M'TIPE9 1114-11L . • t 7asav170A • •iii • FIG. Qr1?N7 -• J.j.- ° - B271DT ..._ii•••• ----. • 107o76.78OL OYDANE NOKOWS,R.34115 : .-PA,-BO:[1&B NOKOMIS, FL 34274 V?wbb Netter ANCHORAGE CONFIGURATIONS ALUM FRENCH DOOR &SIDE LRES,IMPACT F0101 swim gm* NTS 8 . 10 mrow 110054 Approwwi ae comps ;,,o VA*** Mimi 07 M tamt Dada Product s 1 s"i ( 4 4 4 - L CIa*, P.E. PE, 9112 awanaal •sor.. -- •. • s • • • •: • • • •0. • • •• • .. - ..• *.••.• 0 • 41 •: • • • S s •••••• • .. . . ..••.• • _�.•_- • TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE DOORWIDIHB %C - 25 TO 37. B, C.0 2,3, WOOD 1,2, CONC LOAD ZONES WIDTH x HC 25.50 x 79.7 83.75 87.7 91.7" 95. 0 BOMB '13:1151113 • 01:111510 0 0 0 • 13010113 0 0 • 1313131E1 0 0 0 0 '3516' 979:7•∎6 3 8 0 • •87.7• "0.3. ;5 •••!!1. 7' 3 103 5 s 85 • 7 3 10 Q3' 5 37.151 f '-i0.3 5. 63.7 6 33 ' 8 11:13--5-' •! V 0; 3 .5 • _ • 7 3 1003 5 27.50 x 79.7 83.7 87.7 91.7 96. 29.50 x79. 83.7 87.7 91. 95. 31.50 x 79.7 83.7 87.7 33.50 x 79.7 83.7 87. 91 b TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) CUSS TYPES A, B, C, D ANCHOR TYPE & SUBSTRATE DOOR WIDTHS %ON - 47. TO 71.75 2,3, WOOD 1,2, CONC ZONES TABLE "5.0 SIDE LITE G1ASS TYPES ANCHOR TYPE & SUBS'IRA WIDTHS "0° - 10.75 TO 38.7 A, B,C,D 23, WOOD 1,2 COND LOAD TABLE S. XO & OX GLASS TYPES ANCHOR TYPE & SUBSTRATE 000RWI THS X -25 TO 37. A, B.C,D 2,3, WOOD 1,2, CONC ZONES 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2• 2 2. a' 3 a" dad X 3 3 3 3 3 3 3. 3 6 5 a 3 5 6 5 3 _5 5. 5 5 5- W D1H x HL 47.75 x 79.75 83.75 87... 91. 95.75 51.76 x79. 53.7• 87.75 91. 95.. 65.76 x 79.75 83. •" 87. • 91.7• 95.75 59.76 x79. 83. 87.75 91.75 95. 88.76X79. 83. 87- • el. 13110111X 9575 Qn CIES 71.75 x 79.. Od 53. 87.7• 91.7, ::95.7 3 5 3 3 3 3 3 3 3 3 3 5 3 3 3 WIDTH x. HL 6 10.75 x79 83.7• 4 87. • 4 91.75 4 95. 4 4 12.75x79 4 83.75 87. • 4 91. •" 4 95. 4 19.00 x79. 4 83. •" 4 87.75 4 .91. 4 96. 4 8 4 3 87.76:x 79 83. 87. 91.75 96. 5 3 3 5 5- 5. 3 6 21.75 x79. 83. O 4 4 4 4 4 4 4 91. 5 96. 5 27.75 x79. 83. 2 2 2 2 2 2 2 2 2- 2 2 2 - -2 2 2 2 5 5 5 5 5. 5 6, 5 6 5,. 5 95. 6 38.13 x79. 83. 6 7 7 95 7 38.78 x 797 6 83. "6 87.75 7 91:•:7 96 2 .3, 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 - 1 1_ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 sum UTE W93TH x HT. 0 10.75 x 79.7. 4 83.7. 4 87.7.4 91. 4 95. 4 12.75 x 79.7. 4 83. • "4 87.7 ' 4 91. 4 95.•4 19.00 x79. . 4 83 4 87. 4 91. '4 95. •" 4 21.75 x 79.7. 4 83.75 4 87. 4 91. •• 5 95.7 '- 6 27.75 x 79. • 6 83.:5. 87.•5 91. • 5 95. " 6 38.13 x 79.7 83.7 6 87. • 7 91.7. 7 95. 7 38.75 x79. • 8 83.7" 6 87.7. 7 91.•`7 96.7• :7 2 2 2 2 2 2 2' 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 6 6 5 4 4 6 5 6 m o o 4 2 4 2 42 4 2 4..2, • 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 - '2 4 2 4 2, -42 4`2 4 2 2 4 2 4 zz 4.- 3 4 4 3 3 4 S 4.3 4 3 4 3 4 33 4 3 4 3 4 3 TABLE 7. OXO, XXO OXX & oxxo GLASS TYPES 4,8,0,0 ANCHOR TYPE & SUBSIRAA 2,3, WOOD 1,2 CONC DOOR WILMS %C' - 26 .., TO 37.60 WS" -47. TO 71. SIDE UTE Wm1H x H7 10.75 x 79.7 83.7 87.7 91. 95. 12.75 x 79.76 83.7 87.75 91.7. �.7• 19.00 x 79,7 83.7 87,7 91.7 95.7 21.75 x79. 83. 87. 91.7 95, 4 4 4 4 4 4 4 4 4 27.75 x 797• 83.7• 8776 91.7' 96. 38.13 x 79.7 83. 87.7 91. 957 38.76 x 79.7 83.7 577 01. 95. 4 4 4 4 4 fa 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2. 2 2' 2 2 3 3 3 3 3 3 3 4 3. APPROVED ANCHOR TYPES: 1.1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3.#12 SCREWS (05) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. FJC- 25357. '0 fKlO•fA 1P68 .. ... . 3sr # 9Z WflASEOTO- Z65E4: Tit' CX410036184?EW .f VTD'0'A1DCCLON: REFERENCE. AOD'6•'1WANCAtlRfYPG3., DRIVE 3{276 3•4 ANCHOR QUANTITY LOAD ZONE TABLES ALUM. FRENCH DOOR& SIDE CITES, IMPACT' arssr cds ae■e 6�or� 60701 N4 9 .s 10 110054 Merida gmdin C. : with We Dale de.r 1P, 2fro, 50A5 feo Meal Dade Protium Control D.YI` t4a1 1. tLa H L dL CIok, P.E. `+E 630712 etrwn.a • • • • •s••••• • • •r • . • •••ID •• 2X WOOD BUCK, NOTE 2 3.4 K5I MIN. CONC. 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1X WOOD BUCK NOTE 2 1/4' MAX SHIM WOOD ANCHOR TYPE 2 OR 3 NOTE 1 pOORH (WOOD `ti 1-3/8° 1/4" MAX. SHIM 1 MIN. 1/4" MAX. A _ X. 1 3/8" TYPE 1 13/4 " TYPE 2 III 1 /4° MAX CONC. IM W� IM ANCHOR,' ANCHOR NOTE 1 III TYPE 2 OR 3, -HEADCON / NOTE 1 "� / 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8° TYPE 1 (GONG) 1 318" MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK NOTE 2 -DOOR JAMB (WOOD). CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 1 3/4" TYPE 2 (CONC) 1/4" MAX SHIM SIDE LITE HEAD (WOOD) 1 3/8" MIN. CONC. ANCHOR, - NOTE1 EXT. 1X WOOD BUCK, NOTE 2 DOOR JAMBI(CONC)J SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE I 1X WO▪ OD BUCK, NOTE 2 1/4" MAX SHIM 1.6 KSI MIN. CMU OR WOOD 3.4 KSI -MIN: CONC. BUCK, NOTE 2 IX WOOD BUCK, NOTE 2 EXT. WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1 3/8" TYPE 1 1 3/4° TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) 1/4" MAX SHIM 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8° TYPE 1 (CONC) 1 3/4° 1 3/4° TYPE 2 (CONC) MIN. E.D. 1.6 KM MIN. CMU OR 3.4 KSI MIN. CONC. • 13/4" MIN. E.D. M. 1 -- --- 2X WOOD BUCK, NOTE 2 • :. ■ DpOR SILL (WOOD) •• • •••• 1 • • • ■-• •• �IbT6'S. 1 3/8° TYPE 1 ,, 1314 " TYPE 2 ___J 1314` JL IIN:.ED� 34 KS! MIN„ CONC. E21 2X D CK, WOO BU NOTE 2 LDOOR-SILL (CONCY, SIDE LITE SILL (WOOD) 3.4 K• SI MIN. CONC. • ;. MIN. ED. SIDE LITE SILL (CONC) 1: FOR,QPNCRETE INSTALLATIONS_ IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" 3E"4 • ERETE-FLEX EMBEDDED 1.3/4" MIN. (TYPE 2). • THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4 ". FOR WOOD INSTALLATIONS USE • • 912SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS. EMBEDDED 1 318" MIN. (TYPE2). • • •a 7..WOG %BUCKS DEPICTED AS-1x-ARE LESS THAN :11/2" THICK 1x WOOD BUCKS_ARE OPTIONAL IF UNIT I3 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS • , • .. DBPICTED AS 2x ARE 1 1/2° THICK.OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE •••• • AITITiCRITY HAVING JURISDICTION (AHJ). - • 0 3•1E $O.L IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) to • • • MUST+FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT 13 NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE 13 •:41". - !MOOD ,- 300 FELT PAPER'OR'MASTIC IS REQUIRED - BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • • • • %Ur 122 4m, Fit 24▪ 207 MAMA , ta.r,R ad.dn, spEa ME a39m32. GNODMtader io SPEC:l EPASONW O OTT# S. ADD ANCHOR PIMA 'EOM=I.' -. ... .. INV 1E MVOIDGYWIVE NOICOMIS, Ft Selo P.O. =CMS NOKOMAIR.3a74 T?'s * $suer ANCHORAGE DETAILS .Apartir°il'es tiMal;,:l4'«rite the -..... Florida Duallas Cpilo • Date /ICI" I b' NOM Miami Dade Paddled Ceatrol Lai I. (Lail.. ALUM. FRENCH DOOR & SIDE Lf 'ES, IMPACT »tw NTS 110 s t0 a.tnrab 111 I B BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FI. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve. the right to have this product or material tested for quality assurance purposes. If this product or material fails to _perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW- 701" Aluminum Fixed Window -LAM APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max DLO = Width - 3.75 ". and /or---Height-3.75". The Annealed glass to be on exterior side of laminate. 2. Max. comer distance for anchors is 8.5 ", except Hexagon & Octagon corner dist not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1 and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 331304563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.sov/buitdinacode • •• ••• • • • • • •• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its iistr`Ylutare: and shall be available for inspection at the job site at the request of the Building Official. • • • • • • • • This NOA renews NOA # 07- 0418.06 consists of this page 1 and evidence sheet E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAM • • ECOUNTY c�a APPROVED •• • •• • • • • • • • ••• ••• • • • • ••• •• • • . —• • • • NOA•No 084142449 _ • •• 0•• ••• •• •• • •• ••• •. • • • • • Expiration Date : - February 19, 2014 Approval dates ilpgai3' 08,20.09}.. • •) • • •• •• • • • •• •• 000 • • • 000 • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07- 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading 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 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME -1300 -02/04 D. QUALITY ASSURANCE 1, Miami Dade /Building Code Compliance Office (BCCO), F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB ", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. E -1 •• ••• • • • 0 • •• • • • • •• • • • • ••• • • Ishaq I. Chanda, P. E. Product Control Examiner • NdANo 0 .W124b Expiration D+rtei htebavary 14, 5014 • Approval Dike: Amory 0 §, 209 • • • • • • • • •• • • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ... • • • ••• • • NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED j - - GLASS WITH AN .090 INTERLAYER OFDUPONT- SUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A 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. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, ® INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10-12 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 � ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05 ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -200 1LUMINUM DESIGN MANUAL t a.)tzl1 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). •••• • .• •• • •••• • • •••• • •••• • •••• •• • 110/0 n"• • •• • •• • • • • • • •• •• • • •••• PRODUCT RENEWED aseaopi71MItith doe F1erNe Bidding Cede Expkadlea Dab 2/14/ ?kW Sy' � k N Dww0, ISODUCT REVISED sectunlyin with Ow Fleet& Riddisa Cade No 0 Dale ;15°3klfi IP awow • •••• Rood Or 000 FA 4/4107 fsa"ex Om" ,KIC • WWII rower DAP F'1c •ra •WSW E ANCHOR SPACING • •• • • • • N"tlm00F DOes • •• • • 10707E20Z L0GYDR14E 1YOKOV1$, R 84275 P.0. 09711007 14010:6103. FL 94274 NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT Visibly Better a ewrai ar" "m1 """mw PW701 NITS d 12 4259 -4 �r� d� Rdrert L dark PB PE P38712 StrixalIet 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAM' GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVBINTERIAYER 3/16" HEAT STRENGTHENED GLASS OUTSIDE 8. . 3116' ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS R 21 11116" NOM GLASS BITE f •••• • • • •• • • •• • • • ••.• _• -• ° • • • • \ •7/16 : LAM I GLAZING DETAIL - - -- • \F IkAAtG�D OR INTEGRAL FIN FRAME •..; ..\ • `- :_• (raNGE FRAME SHOWN) •• • .... OUTSIDE 0 1 1/16' LAM' GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR '- - SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS jp 11/16" NOM GLASS BITE f. 1 1116" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) Mont= Roam 0PUWhR @. Ratd. Olith6W1444:f PRODUCT REVISED ascantAi gwalktheRedd, i/oae AeoeFUamas !Y es .. O. E+IiaDimellsse •r;Alit= tedium •••• °"" •••n MSS T wnne a •uaG, VJ4 • WOWS • A • e iIbCNM1aE i SKEET . • 1 •f. 7/14RJ3 L .-r •••• • • • 1°70 TmeatoovoRJVV IKON♦& FL 3FM P.O, MX 1826 NOKOMIL FL 34274 Visibly Barer GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT PYtt7a4 a FUL4� 2 ✓ 12 1a ev. °�o42594 1/#- tLc1c. //Ilk P.E. PEt 3B112 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX, SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA =19.63 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX_ AREA = 20.71 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. •••• •.• a • MAX. SIZE =96"X48" .... OR MAX,ARE! = 25.13 SQ. FT. • • • • • • HALF CIRCLE EYEBROW MAX. SIZE = 96 "X48" OR MAX. AREA = 31.99 SQ. FT. 96" MAX. QUARTER CIRCLE MAX. SIZE = 68 "X68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. i 48" MAX. 44114 ". MAX. DLO NOTE: • • Mk ANCHORAde ft ORMATION SEE SHEETS 10 THROUGH 12. •• • .• �•pq 7GE THOS SHEET • •• 921/4° MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" 1 FOR MAX. AREA = 32.00 SQ. FT. ARCH. MAX. SIZE= 48° X 96" OR MAX. AREA = 30.28 SQ. FT. TRAPEZOID MAX SIZE = 48° X 96" OR MAX AREA = 31.99 SQ. FT. PRODUCT W" floc A avian Atowtsww PRODUCT REYI$ED •s complybg•Uh tro Fiona awePtawe No 04 7EANCNORAQE NOTE • • • •••• • • • • 1070 TECHNOLOGY DRIVE NOKOAS3. FL30278 P.O.8011328 NOKOMIS 8.34274 P;T Vint & Eel IMArAtte FLANGED ELEVA71ONS ALUMINUM PICTURE WINDOW, IMPACT Puwmf 1 NTS1 3 « 12 Imi,w.42594 B Robert L. Ckuk, P.E. PE #89712 StruchuN HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX, SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. •••• . • • HALF CIRCLE •• • MAX•SI7E =96"X48° ••••ORMA» AREA = 25.13SQ. FT. •.•• • • • .. • „ AVE: hg .... • EYEBROW MAX. SIZE = 96° X48" OR MAX. AREA = 31.99 SQ. FT. A 98114" FRAME O.D. 96" MAX. 501/4° FRAME O D. 1 ELLIPTICAL MAX. SIZE = 98" X 47" OR MAX. AREA = 31.99 SQ. FT. 45 1/4" MAX. DLO ,FOR dNCHORNEJNFORMATION SEE SHEETS 10 THROUGH 12. k..aep oak A°4los • • .• •••• 931/4° MAX. DLO RECTANGLE MAX SIZE = 48 "X96" OR MAX AREA = 32.00 SQ. FT. CH. MAX. SIZE = 48° X 96" OR MAX AREA = 3028 SQ. FT. TRAPEZOID MAX. SIZE = 48"X 96" OR MAX AREA = 31. - SQ. FT. PRODUCT RENEWED erkfin Code 1e. n t et weeepootee No 2.10 &pinata Dp• By Mood %Woo rRODUCT tri,Ywa.? as a°mplyL /with Ora R1"rhi. Rta�egcede N. INu Fewer •FFJC w 974 • :�CFVGE 7t3 BEET e.ts OOP Saimenge •48•• AOC FRAME 0.0. PliWIENSIONS AND UPDATE ANCHORAGE NOTE •••• • • • • 1070 7ECNNO.00YDRIVE NOKOMIS, 14.94878 P.O. Bqx 11188 NOKOA4 PL3Qr4 INTEGRAL FIN ELEVATIONS teoe ALUMINUM PICTURE WINDOW, IMPACT ..t��ll.ii eWZ osg"a ti" P 701 NTS 4 d 12 I 42594 1 B ei/ RobertL Clark. P.E. PERi9712 Structural • • • • • •• • • • • • • •• • TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP-TO-TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1/18" LAMI I.G., 3/16HS, 7116" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW "X' DIM. TYPE ( 28.500 49.000 A,B,C,D , f +80.0 j GLASS FTL -3835 FTL-3835 FTL -3850 FTL-3850 WINDOW "r DIMENSION 34.000 39.500 45.000 46.500 48.000 .0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 J -80.0 AREA 9.70 SQ. FT. 1 54.500 E.A,B,C,D +80.0 I -80.0 AREA i 10.79 SQ.FT. 60.000 1 A,B,C,D '+80.0 1 ^-80.0 AREA 11.88 SQ.FT. 65.500 j A,B,C,D +80.0 -80.0 AREA 1296 SQ.F7 71.000 i A,B,C,D +80.0 I -80.0 AREA 14.05 SQ.FT. 11.57 SQ.FT. +80.0 -80.0 13.44 SQ.FT. +80.0 1 -80.0 15.31 SQ.FT. 15.82 SQ.FT. +80.0 1 -80.0 16.33 SQ.FT. +80.0 1 -80.0 +80.0 I -80.0 +80.0 I -80.0 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. +80.0 J -80.0 +80.0 1 -80.0 +80.0 ( -80.0 +80.0 -80.0 +80.0 1 -80.0 14.17 SQ.FT. 16A6 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. +80.0 I -80.0 +80.0 1 -80.0 +80,0 -80.0 +80.0 ] -80.0 +80,0 1 -80.0 15.47 SQ.FT. 17.97 SQ. FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. +80.0 + -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 I -80.0 +80.0 1 -80.0 16.76 SQ.FT. 78.500 A +80.0 -80.0 +80.0 -80.0 19.48 SQ.FT. +60.0 -80.0 22.19 SQ.FT. 79.3 -79.3 22.93 SQ.FT. 23.87 SQ.FT. +78.0 -78.0 +78.8 -76.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 82.000 AREA 15.14 SQ.FT. A +80.0 18.08 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. -60.0 27.33 SQ.FT. 87.500 A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -87.0 c +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 93.000 A +80.0 -80.0 +80.0 -80.0 +74.0 74.0 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. +65.5 -65.5 +63.9 -63.9 +82.4 -62.4 C +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 +74.0 74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 +80.0 -80.0 +00.0 -80.0 +80.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ. F7 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +71.9 I -71.9 +63.0 -63.0 +81.5 -61.5 +00.0 -60.0 98.000 •••• • • • • • • 19.00 SQ.FT. C B,D • MITES: ® • • 1. ALL MAXIMtJF 8iE'$$ !MOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2 HI L SIZE 4 TABLE 1, WHICH WH CH THEIR OVERALL WIDTH HH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 1 PRESSURE FOR THE SMALLEST 3.% E SHEET Al•ITil1C8GH 12 FOR ANCHORAGE INFORMATION. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -7t2 +69.5 -69.5 +67.8 -67.8 +80.0 -80.0 +80.0 -80.0 2267 SQ.FT. +80.0 3 -80.0 26.33 Q.FT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 30.00 SQ.FT. 31.00 SQ.FT. 3200 SQ.FT. °i FiCar 14:::173 • • 714/03 •••• • • •••• PRODUCT caluvlylmovith the Roma sawn CD4e • n•1 we &DATE DORM PRESSUFUES PER AS E7 ANDNO7E3. . �. fil fe/ DP TABLE 1 DESCRIPf10NAND NOTE 1 AI.0IORPTO V3 74 12SCREDO • • • • • 10707EC1AYOLOGYDRIVE NOKOA0S, FL342TE P.C. BCX 1629 NOK O FL 34274 Vitbl,7 Better FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT w I m1 1 A TS 5 12 4259-4 ar% Robert L Ow t, P.E. PE 939712 Stmotwill TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7116" LAMINATED GLASS (3/16"A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3116118) C. 1 1/16" LAMI I.G., 3/16118, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3116HS, 7/16" SPACE, 7/16" LAMI (3116HS, .090, 3/16" HS) WINDOW GLASS "X' DIM. TYPE 49.000 A,B,C,D F7L3835 f11-3835 FTL -3850 FTL 3850 WINDOW "Y" DIMENSION 28.500 34.000 39.500 45.000 46.500 48.000 +80.0 I -80.0 +50.0 I -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 I -6a.0 +80.0 1 •80.0 AREA 54.500 I A,B,C,D AREA 60.000 I A,B,C,D AREA 65.500 I A,B,C,D AREA 71.000 1 A,B,C,D AREA 9.70 SQ.FT. +80.0 1 -80.0 10.79 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 1 -80.0 12.87 SQFT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. +80.0 I -80.0 11.88 SQ.FT. +80.0 I -sox) +80.0 I -eo.0 +80.0 I -80.0 +80.0 1 -80.0 +90.0 I -80.0 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. +80.0 -80.0 +80.0 I -80.0 +80.0 I -80.0 +80,0 I -80.0 +80.0 1 -80.0 +80.0 I -80.0 12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. +80.0 -80.0 14.05 SQ. FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +60.0 I -80.0 +80.0 I -80.0 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +90.0 -80.0 AREA 82.000 I A B,C,D AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. 87.500 A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +90.0 -80.0 +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24,00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT 93.000 A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 c +80.0 -80.0 +80.0 -80,0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 8,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. 95.000 A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 31.5 +60.0 -60.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -10.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 •••• ..• : 6RFA, 19.00SQ.FT • • • • NOTES: • 1+ ACLwMAXIMU4 SIZES IHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES 1999019104 'THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST I®RE OR RKTAtIgULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION W11 H NAILS IS THROUGH THE INTEGRAL. FIN AS SHOWN ON SHEET 10 INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE •'MAME. SEE'AMP$)RAGE DETAILS ON SHEETS 10 AND 11. Rm a* 0.I• • • • • 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ. FT. FDO 414▪ M▪ 7 F Oft F M IMS aI abbe •A • MOM 3 •••• • • Roams BPDATEDESIGN PfiESSURES PER ARTA E 13 O2ANDNOTES. O CLEAN UP TABLES DESORIPJTON AND HEROISM i•SY!• • • A • CHANGE NOTE 1 ANCHORINGYW1HSY2 SEWS - -- • •• • • • • • 1070 7EP'INOLOGYORME NOKOMIS FL34275 P.O. BOX 1687 NOICOMM FL 34274 V1ibly Better INTEGRAL FIN UNIT DESIGN PRESSURES PRODUCT RENEWED ae eemplyNg with the Florida ROWE% Code Acxp veNOOB -IlR• W Ewing= Date 'Li TA(U/ Divisive Tale ALUMINUM PICTURE WINDOW, IMPACT PW PH I • ,.� NTS � 6 • 12 � 4259-4 �� Z//' l jl Robert L fah, P.E. PE •712 Shade* 2.784° MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) o ��►� �1�11 0 o �I II� � Ilf ALONG ENTIRE JOINT SCREWED C • RNER ASS'Y (FLANGE FRAME) WELD (FLANGE FRAME) • • I�< 1111 0 • ▪ • • 0 7� • • • `I • • • • • • • • • ••�� •• • • • •••• ••- •• •••• : WWL•DED CORNER ASS'Y (FLANGE FRAME) MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y ALONG ENTIRE JOINT A-• 4 • • •gR OWE ,. • • • • 4407 3. .1 WORM 7f 22 SHEET apt . 12/115/03 tl�c "ww°� le 7/14703 �' • 1 •• Jy• • .. • • • • •••• • • • • 1070 720120 .00YDRIVE 7 NOK0161, 831278 P.O SOX 1088 NOKDA* FL 84274 Vidb¢y Better 0 0 0 MAX. DAYLIGHT OPENING INSIDE BROuticr IENIWEo e* comptyinx with the Florid* Biding Cod* Accepra*a No ! Ia ExpU•thm Drat Z. /t9 I'^ moat theatetietegiiii VERTICAL SECTION (FLANGE FRAME) SECTIONS & CORNER ASS Y, FLANGED AL• UMINUM PICTURE WINDOW, IMPACT tw.*one mie aes • dy*. Pwa01 7 12 42594 *w, 2.784" i 2.784 " --0- MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) •••• D • • • • •• • • •• • • • • • •••• • • • • •••• • • • • • • •••• • E••• • • •• • illioad BAD • • • RI B • • Fit •F.K • • •des+•OK' •• *MN •••• • • •••• I• •• •• ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WtE?eD CORNER ASS'Y (INTEGRAL FIN FRAME) ••. • MAX. WINDOW HEIGHT 0 0 0 0 MAX. DAYLIGHT OPENING VERTICAL SECTION (INTEGRAL FIN FRAME) PRODUCT RENEWED m $gwa4 the Florida Acceptance hto.erg Replogle' p Dm z y Ithvhdes M� 4 Eli ••• • • Dow 4/4037 Dar 1142H&V3 Deto D 7/14A73 •10 •• RotAls •••• DireCHANGE THEI SHEET inCHANGE 71098111ET Cluewsy • • Dar • 1 • • • • 1070 TECIPEOLOOYORWE NOIDVDES F13Q7d P.d Bair MS NOK01.00, FL 34474 SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT t l HALF 8 12 I 4258 -4 1 B ITEM DWG NO. PART # DESCRIPTION 1 4256A 64258 2 4253 64253 7 8 1155 781 PQX INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 4255 64255 7/16 LAMI GLASS BEAD 11 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 12 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 18 1 1/16" LAMI 10. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3116" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 21 /16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 22 1 1/18" LAMI LG. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED -.090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .9700 —►I • • .Q50" 1 1 .975" • • • • •• • •• i• ••••• • • ••. • #TFM :10, 7/16 LAMPGL•ASS BEAD •: • • MAfi'k: 6063 -T5 • • • • MGM. 4255 •• • •••• apt Dap taotraor • • •• ••4 • anal Pp ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MAT'L: 6083 -T5 DWG NO. 4254 ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A 1.875" 1 I"-- .062" 2.784" ITEM 2, FLANGED FRAME MAIL: 6063 -T5 DWG NO. 4253 "i tomphing Pints thiR Buidiu4 Cote Areeiuwwe No Expiration Date Pak 10 DSO 7 F.K • ikappar fad 1 IWO.7114/03 • • • • • •••• • • • •.•• • boo •i21152J3 • i .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 6° O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1/4° MAX r SHIM T CONCRETE ANCHOR (SEE NOTE 1) A 1/4" MAX SHIM • . AL 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY)-I NOTES: A ,051E 1. FOR CONCRETE APPLICATIONS , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1318" MIN., 5/16" ELCO TAPCONS EMBEDDED 1314" MIN. OR 1/4° SS4 CRETE -FLEX EMBEDDED 1 3/4° MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. `j- mate 2. F¢g WOOD APPLICATIONS , USE #12 OR #14 STEEL SCREWS (G5) OR 114° SS4 CRETE-FLEX. ie.rcop BUCKS DE ICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". Ix WOOD BUCKS ARE X)P41 NAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR • 'MATER. INSTALMT1ON TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING •JURISDICTION.• : 4. FOR ATTACMMEWW.TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN • •T.h�ESE DET41I.$ rcit 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. •l THESE CRINR•I•A ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. . SEE NOTE 1 FOR EMBEDMENT t WOOD ANCHOR (SEE NOTE 2) A [- 1/4" MAX. 1 SHIM WOOD ANCHOR (SEE NOTE 2) A 1318° MIN. SI 13/8" MIN. EMBEDMENT _' +'" & EMBEDMENT INTEGRAL FIN DETAIL B 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. I SHIM 1 FLANGED DETAIL C WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) 1/4" MAX SHIM 1 SEE NOTE 1 FOR �� : ; .• • .. = .••• `. 1x WOOD BUCK A EMBEDMENT: :' .! •' ° (SEE NOTE 3) 3.5 KS' MIN. CONCRETE FLANGED DETAILf OR 1.5 KSI MIN. CMU "Waal!" rota **law • • •• •••• tames, are FA *Or • Y • sI A978E AND LSPDAI ANCIVRAG E PIER CURRENrmC WA • •12/15/03 •1111•0 fpigNOE NOTE 1 AND FASTENER SPACING t•.,s Medal Sy arz 11 VIM •7/14143 • • • • • • •••• • • • • PAUUUC r nk adi. J) 13 compW°s l itk ttu Ftm14° Balding Code Aceeptaaae No 61¢ 11 (2.16 ExpiratinDste fit`}roW Oividan 67 isl.w. 1. LLat,��r aaa 1078 TECHNOLOGY DRIVE NOKOMIS. FL MPS P.O. 89X1620 FL 84874 Visibly Bader ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT rhsllaaa' amua gnat' M°"Na roc AVM': NIS 10 12 I 42 4 l B TABLE 3. ANCHOR ON -CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE WIND, "X' DIM. NY t=j a. a a WINDOW "Y" DIMENSION 15.0' 20.0 ", 25.0" 28.5 "'- 30.0' 34.0" 39.5` 45.0" 45.5 48.0" 1.,2.,4. 1.,2.,4: 1.,2,4. 1..2.,4. 1.,2,4. . i. 4. 1. 2 ' 4. 1. 2. 4. . 2. <. 1. 2. 4. X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y - _ 48.0° O.C. CO M N N" W f N co W C� N £f < N a k �N . <' mI � N w W l N r m N e- <N 0O t7 r m t NwN m W fK 0 t7 WNw 0 P m IV r m l� N < <N 00 r <Nr CO t73 VV O l7i Nr N < CO l3I NrN VV W C� N 0 N N W N N 54.�a` O. C. CO tq 0 �" 1., m tl$ o OI 1 aO 173 O N < N m YS 0 m pO 1T) 0 w CD o < ,r W or < W 173 Crow r QQOO I,Sr m < PA CO 11fJ 0w0w0 m �0 Y7 A *DS < <o W r 0 0 �- < P--.3%g 1 0r0r°r0 T. �• e-• 4'3 N < �D 83 o N CO 173 0 N 80.0" O.C. V t` N O N r N N- w N w N r `- e N '_ r N r N 0 P'S Co N m � N w mm C� CO z$ W . r N< < CO W . < r 10V q w r N < V.VV40 r w r W r CO 85.5" . O.c. er en 0 v 1., .. N' e, O o @ e�• o N N' PI o r co N' e� C3 w N' Ps 0 . r < CAS 0 ...- N' 0 r 4 P� °w0 m N' PI m N' '`.- f 0 m g ..- )0 r N' PS:- a N' PPS o r to 5 wrCrorm' 1I. < £V r N' PS v m N - N' C3 o 01 N' 0 co 71.0" O.C.�3 m r r- m r o m, '3 r N< m 13 N, m< m a3 w m PI^P3< r m < CO r rF m w m W m a3A�Fs r m m w w m w m n•-ps w < �-nrt`e"d9 m W Co �v r m r r Si. w SI m <n:YPJ r w m < NI"N< CO W 760 O.C. . ` 0 N. e- r ecq 0 o N. P� O VV N . a3 O ..1 < CO d' 0 O W Y A O < a Pt O< v as O - W m 5 w v o m I 540 w o m w .,. `. w< v �3 0 < d. .`.. w r r v .- 0 N < r° v 0, r ..01j ., W V, sF L; r CO co N• <o co , .sj. . w co 82,0" O.C.e m r P 0 r`r- o m N m ., .1- co m 0 m r 0 < 0 raeTir m W 0 r m o<<`'`/' W m CO y 0) rrrOrl'3 0 r v W <r r 00 . V.- •r .'.- A. ds"'i3eN„rNa7N W r W CO r v m 87.5" O.C.' CO < N < N`' CO TS N o CO N £1 N m r73 N N. < We- m 1e w m p3 0 < <N m + ,- CO ?S O< .- 70 fi CO CO .<�i W S' Nw° m m "�< m(0 t<5 W i ro r - CO `<�' 0 : m n CO : (0 t� mr N `- CO "t< 0. CV `- m 1 0r N CO `_' it W N ° "fi 0 N m 1 co N 93.0" O.C. 3 r N W ° w r N ro r m m a r W m ° r r�r w r W m P W i- maom t<3" W° PSwr"�r w a r W r` m V .<- pV r <0� r V co <N <- o ;Q <S-'wr 0 95.0" 0.C. V- LV n N ° .N- V N N m N w V- • -e-N'" .. „ ° r COm w e�3Nt� mV)m <e$1: ° w o r N ° r`Orfi< e W mHv m r ° : °?Mm h oo n < CO N < ° NN <1+ N iOR SPACIN('pFOR SQUARE AND RECTANGULAR WINDOWS: • • • • • ON- CENTER (OTC.) "X" AND M DIMENSION FROM TABLE 3 (MIN. 21/8" O.C. CONCRETE SUBSTRATE) • •l&tC. 8 1/2" P3 O 4 CliNERS • 2•ANJHOR SPAAINGHQR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: • • • • MIND THE S h1i&t l INDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER • *DIMENSION FONT oVE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8112' FROM ANY CORNER. "Y" DIM. �-- "X" DIM. -*-) ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1/4' ELCO TAPCON 4. 1/4" ELCO SS4 CRETEFLEX 5.5/18' ELCO TAPCON PRODUCT RENEWED "401,411K whb the na ide Cock Naate N" a 112^x./6 Ofrictam • *•t" 7§17. • aec 414107 • Itto ;Yaw •••• • • •••• 13NNIc ••f, • olhew •••• 112"4. •, : SHEET • • oeee • 1070 TECNVOLOGY DRIVE NOKOMIS. F5.34a3 P.O. erg MN NOKOMIS. FL 34174 Viiib& Better ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT erw,rant bale Cwt PW -701 1 NTS 11 a 12 //A Robert L Clerk. P.E. PE 09112 $nlalbnaN JOB NAME : RESIDENCE 453 NE 99TH ST MIAMI SHORES , FL ..•• • • • •• • • • • • . • • •••• • • • •••• • • • • • • • • • ••• •• •• .. •• • .... • • .. • • •• •••• • • • .. • • • • • . • .... • .. .. • •••• • • • • 64' -11' LEFT •••• • • • • • •• • • •• .• • . • •••• • • • • •••• • • • • •. • • • • • • •••• • •••• •• •. • • • • • .... • • • • • • • • •• .••• • • • • • •• • • • • • •••• • •• • • • • • • •••• • • • EXISTING COLUMN REAR (BY OTHERS) (EGRESS) 1 KITCHEN 1 DINING STUDY (EGRESS) FAMILY ROOM LIVING B BATH FOYER B CL NOT PART OF THIS PERMIT FRONT BEDROOM I BATH L BEDROOM NOTE: MEAN ROOF HEIGHT : 13' -6" ROOF TYPE : 4 : 12 GROUND FLOOR (EGRESS) (EGRESS) EXISTING COLI (BY OTHERS) G1 RIGHT at- 'MN REVISION: r DATE: 06/12/09 SCALE: 3/16" =1' DWG. BY: M.R.Z. JOB #: 116 1 of 5 • • •• • • • • • •• • • • •••• • • • • • • • • • • • • • NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE W TH THE UNWS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OFTHJS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WAND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMINO.BTC.) SHALL BE DESIONEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEM ADEQUACY, NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR •N NI 1 U��'�, ■N II J, 4' -1' 53 -1/8" X 50- 5/8 "(OX) "HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW - IMPACT RESISTANT N.OA.: 07 -0815.09 ZONE 4: +54,7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN.GLASS (EGRESS) 0 FRONT ' 74" X 50- 5/8 "(OX) "HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW - IMPACT RESISTANT N.O.A.: 07-0815.09 ZONE 4: +54.7 -593 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT BUTAU rE OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS • •• • • • • • • • • • •••• • •••• •• • • • • • • • • • • • • • •• • • • •••• •••• • • •• •• • • • •.•• • • •••. • • •• • • • • • loon mu snow Err rrr, mu Nu 11 n 1111 1111 11'11 ELEVATION ('C? 92" X 63 "(XOX)(1 /4-1/2 -1/4- CONFIGURATION) "HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW - IMPACT RESISTANT N.O.A.: 07- 0815.09 ZONE 4: +54.7 -59.3 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTAUI E OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER INTERIOR LITE: 3/16" ANN.GLASS 9G1" 37" X 50- 5/8 "(OX) l "HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW - IMPACT RESISTANT N.O.A.: 07 -0815.09 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR ME: 1/8" ANN.GLASS .090 DUPONT BUTACITE OR SAFLEX,/ I{EEPSAPE MAXIMUM INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS IT-10' ) EXISTING COLUMN (BY OTHERS) REVISION: 1 J � 0 g a !� 1 DATE 06/12/09 SCALE: 3/16" = 1' DWG. BY: MR.Z. JOB #: 116 2 of •••• • • • • •• • • •• • • • • • •••• • • •••• • • • • • • • • • • • •••• •• .• • • • •••• •• • •••• • • • • • • • • .. •••. • • • • • •• • • • • • • ••• • •. • • • • • •••• • • • • NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE•REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE-4.E' BEAMS,COLUMNS,FRAMING,ErC) SHALL. BE DES ONEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR ■Irrrs nrr rrn 1111 4' -9• IMMO 111111 11';II'; NI IN ■111!rr■ NI11 1111 111111111 � rG1l rrr1ra, 0 EXISTING COLUMN (BY OTHERS) ■ ■i 4' -1• RIGHT ELEVATION "¢" 534/8" X 50- 5/8 "(OX) U "HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW-IMPACT RESISTANT N.O.A.: 07-0815.09 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN.GLASS 'P" 37" X 38- 3/8 "(OX) L�� "HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW-IMPACT RESISTANT N.O.A.: 07- 0815.09 ZONE 4: +54.7 .59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT BUTACI'Th OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN.GLASS 37" X 50- 5/8 "(OX) "HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW - IMPACT RESISTANT N.O.A.: 07- 0815.09 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1 /8" ANN.GLASS .090 DUPONT BUTACTTE OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN.GLASS 19 -1/8" X 38 -3/8" "SH - 700" ALUMINUM SINGLE HUNG WINDOW-IMPACT N.O.A.: 07- 0322.06 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS REVISION: U 6 DATE: 06/12/09 SCALE: 3/16" = 1' DWG. BY: MILZ. JOB #: 116 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCIURE SHALL BEIN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPEN/NOS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, .AND SIZE ARE PART OF THIS PERMIT.. ALL OTHER OPENINGS ARENOTPART OF TIES PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OP THE STRUCFURE(LE: BEAMS,COLUMNS,FRAMINO,ETC.) SHALL BE DESIONEDBY OTHERS TO WITHSTAND T$BLOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR I►'!■ ■M:1 it (BOA EXISTING COLUMN (BY OTHERS) /'I3/ 37" X 50- 5/8 "(X) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08-0117.11 ZONE 5: +54.7 -732 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS "I." 19 -1/8" X 38- 3/8 "(X) 1 SERIES C- 740 ALUMINUM CASEMENT WINDOW - IMPACT N,O.A.:08- 0117,11 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT P'VB INNERLAYER INTERIOR LITE: 1/8" TLS. GLASS !J" 37 -1/2" X 81 -3/4 "(NOMINAL) FD-101 OUTSWING FRENCH DOOR IMPACT N.O.A. 07-0629.10 ZONE 4: +52.4 -57.0 GLAZING: 3/8" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT BUTACIT'E PVB OR SOLUTIA SAFLEX KEEPSAFE MAXIMUM INTERLAYER INTERIOR LITE: 3/16" H.S.GLASS 61-7. gal ■t1.11 r,4lA O O UN MIN NU UN, UTAMilk USN uN• (EGRESS) EXISTING COLUMN (BY OTHERS) 11111111 ■ON NOM NMI WMr, ■U. .11 UUN REAR ELEVATION 0' 37" X 50- 5/8 "(OX) "HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW - IMPACT RESISTANT N.O.A.: 07- 0815.09 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMILM INTERLAYER. INTERIOR LITE: 1/8" ANN.GLASS L74" X 50-5/8"(0,0 "HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW - IMPACT RESISTANT N.O.A.: 07- 0815.09 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT BUTACITL OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER INTERIOR LITE: 1/8" ANN.GLASS 35" X 81 -3/4 "(NOMINAL) FD-101 OUTSWING FRENCH DOOR IMPACT N.O.A. 07- 0629.10 ZONE 4: +52.4 -57.0 GLAZING: 3/8" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT BUTAC1Th PVB OR SOLUTIA SAFLEX KEEPSAFE MAXIMUM INTERLAYER INTERIOR LITE: 3/16" H.S.GLASS •••• • • • • • •• • • •• • • • • • •••• • • • • •••• • • • • • • • • • •••• •• •• • • • •••• • • •• • •••• • • • • • • • • •• •••• • • • • • •• • •• • • •••• • •• • • • • •••• • • • • •••• REVISION: r r DATE: 06 /12/09 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 116 4 of 5 • • • • • • • • • • • • • • • • •••• • • • .. • • • • • •• • • • • • •• • • •• • • • • • • •• • • • • • • • • •• •• • • • • • • •• • • • • NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNTrs NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PEXATIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS.COLUMNS,FRAMING.ETC.) SHALL BE DESIONEDBY OTHERS TO WTTESTAND THE LOADS POSED BY THE CLAMING CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 • ALL EORESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR 4' -3' ■Rill MN MN Ell MN 0 0 EXISTING COLUMN (BY OTHERS) 'F" 37" X 38- 3/8 "(OX) HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW - IMPACT RESISTANT N.O.A.: 07- 0815.09 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN.GLASS 53 -1/8" X 38- 3/8 "(OX) "HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW-IMPACT RESISTANT N.O.A.: 07- 0815.09 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT BUTACI'TE OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN.GLASS LEFT EL NATION A'i 53 -1/8" X 50- 5/8 "(OX) "HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW- IMPACT RESISTANT N.O.A.: 07- 0815.09 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN.GLASS 19-18 "X 50.5/8" "SERIES PW-701" ALUMINUM FIXED WINDOW -LMT N.O.A. : 08-1112.10 ZONE 5: +54.7 -73.2 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR. LITE: 3/16" ANN.GLASS .090 DUPONT BUTACITE PVB OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 3/16" H.S.GLASS REVISION: DATE: 06 /12/09 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB#: 116 5 of 5 NOTE h WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL REIN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTEER ° NINCS ARE NOT PART OF THIS MOST. NOTE 3 : TEE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(IS: BEAMS,COLUMNS,FRAMINO,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS RAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR ELEVATION B -B "R" 19 -1/8 "X 50 -5/8" "SERIES PW-701" ALUMINUM FIXED WINDOW -LMI N,O.A.:08- 1112.10 ZONE 5: +54.7 -73.2 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTACIJ'E PVB OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER INTERIOR LITE: 3/16" H.S.GLASS BUILDING CONTINUES +4-- -- ELEVATION A -A <''13" 37 "X 26" "SERIES PW-701" ALUMINUM FIXED WINDOW -LMI N.O.A. : 08-1112.10 ZONE 5: +54.7 -73.2 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTAC ITII PVB OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 3/16" H.S.GLASS • • • • • •• .• • •• • • • • • •••• • • • • •••• • • • • • • • • • • • •••• • •••• •• •• • • •• • •••• • • • • • • • • •• •••• • • • • • •• • • • • • •••• • •• • • • • •••• • • • • REVISION: r DATE 06/12/09 SCALE: 3/16" = 1' DWG. BY: M.R.Z. .JOB #: 116 5A of 5