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WS-13-2360i Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 201448 Permit Number: WS -10 -13 -2360 Scheduled Inspection Date: February 28, 2014 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: MACDONELL, ORRIN & CHARLENE Work Classification: Window /Door Replacement Job Address: 9760 NE 5 Avenue Road Miami Shores, FL 33138 -2445 Project: <NONE> Phone Number Parcel Number 1132060171480 Contractor: YAMILL GLASS $ WINDOW INC Phone: (305)253 -5211 Building Department Comments REPLACING 2 6 WINDOWS AND 4 DOORS WITH mtracuo rassea comments IMPACT I INSPECTOR COMMENTS False Inspector Comments Passed _ Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 27, 2014 For Inspections please call: (305)762 -4949 Page 6 of 27 JUAN A RODRIGUEZ- RA JOMOLCA ARCHITECTS.P.A. ARCH.REG.# 6691 625 SW 82 AVE. MIAMI, FL. 33144 PHONE 305- 253 -5211 FAX 305- 251 -5338 FEBRUARY 24, 2014 Miami Shores Village Building Department 10050 NE 2 "d Ave. Miami Shores, Fl. 33138 PERMIT #: WS -10 -13 -2360 OWNER: Mr. ORRIN B MACDONELL 9760 NE 5 AVE RD Miami Shores, Fl. 33138 DEAR BUILDING OFFICIAL THIS LETTER IS TO CERTIFY THAT ALL DOORS 2 "x4" BUCKS, WHERE APPLICABLE HAS BEEN INSTALLED IN ACCORDANCE WITH THE ENCLOSED ENGINEERING DETAIL, AS WELL AS THE FLORIDA BUILDING CODE. PT WOOD BUCK. IWELCO TAPCON X 3 1/2- LONG. MIN. EMBED INTO CONC. MAX. FROM ENDS & BALANCE MAX C.C. STAGGERED DETAIL 2 2" BY WOOD BUCK CONNECTION IF YOU HAVE ANY QUESTIONS PLEASE CONTACT THIS OFFICE. YOURS TRU�x, �%'�1j�� AN RODRIGUE A.R. 6691 \0 4 Miami Shores Village Building Department 10050 NY-2nd Avenue, Miami Shores, Florida 33138 Teh (305) 7952204 Fran: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762A949 BUILDING PERMIT APPLICATION Permit Type: BUILDING OCT 17 2013 FBC 20 Permit No. Master Permit No. ROOFING JoB ADDRESS: !7 (o d 14 C; 5 A- yt-- Z b - City: 141iami Shores County: Miami Dade lap: -3:3 1 3 $ Folio/Parcel#: l CP - 01 -7 " l Is the Building Histort mily Designated: Yes NO Zone: OWNER: Nam (Fee Simple Tafleholder): (0 P_ P- / ) � J U0C. V AJ 6i idne#: city: d 1 .(U RCN t 112� State: EL Zip: Tenautd- AmeeName: CONTRACTOR: Company N ! `` Address: 4M 5(j)7 7 v e- 0.SS 1- 0 V\kw o City: R, 0- �nn.�r /- State: �(- Zip: `3 1 5 S Qualifier Name• dt r �� Phone#° State Certification or Registration #: Certificate of Competency Contact Phone#: MI5- $O-L ..QL i ;LI Email Address: DESIGNER: Architectft&eer. 2!�,3 5 Value of Work for this Permit: $ SquanAJnear Footap of Work: / / a 70 Type of Work: OAddition LIAlteration ONew Description of Work: 1 i t r7 Q h W 5 DQ 2 S_ eK) / y) Color thm We: ❑Repair/Replace UDemolition Submittal Fee $_ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Edacation Fee $ Double Fee $ Structural Review $ n. 0t CA '4 fb pvoce ss (,icy C+ko'a 1 � t (- 0 1 V e-Q, �-�Ce MoNl- cte- b1�n A CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ c"'! ,. Bong Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip zin 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 suction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR EWROVEMENTS 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the fast inspection which occurs seven (7) days after the building permit is issued In the absenc s h posted notice, the inspection will t be approved and a reinspection f ' be charged Signature o Signature Owner or Agent Contractor The f hinstrument was acknowledged befcrE this 7 f g day o 9r -. 20 L3, by 09&! b. aLtd /7dj who is personally known to me or who has produced - -__- _ -_- As identification and who did take an oath. NOTARY PUBLIC: Sign Prime My Commission F' ee APPROVED BY _ lc co The foregoing instrument was acknowledged before me this A day of . 20 by who is personally known to me or who has produced as identification and who did take an oath. Plans Examiner zf-14& LO l Structural Review (Revised 3112=12)Wxvised 07/10107)(Revised 06110rANXRevised 3/15/09) NOT Public State of Florida My Commission DD941804 Expires 12/2812013 Zoning Clerk QUAUFYING TRADE {S} 002$ GLASS & GLAZING 0029 METAL Aif NG & SHUTR . secrrMr dtba Bone /'0' "�i a..w.�ra4a. b4gloi -Drae 1Ete� aA bukas ACOR©F CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT- If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Alliance Insurance Solutions, LLC ID: (PEMCCI) c% Progressive Employer Management Company, Inc. 6407 Parkland Dr CONTACT NAME: Joe Ott PHONE 941-925-2990 ac No: E -MAIL ADDRESS: 1.ottflprmressiveemployer.mm Sarasota, FL 34243 LIMITS INSURER(S) AFFORDING COVERAGE NAIC# INSURER A : (J 2 INSURED Progressive Employer Management Company II, Inc. 29 N Pinellas Ave INSURER B : in ' INSURERC: c - LIMWs $ Tarpon Springs FL 34689 INSURER D: Brit s _ Best Rating W INSURER E: INSURER F p PREMGE ES occurrence) $ GIJYCKAtaCb CFRTIFICATF NIIMRFR• �r.740A QC 0CVn0i 1W hi/RA-15. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE DL S POLICY NUMBER POLICY EFF M/DD POLICY EXP M/DD LIMITS GENERAL UA131UTY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY p PREMGE ES occurrence) $ CLAIMS-MADE � OCCUR MED EXP ( one person) $ PERSONAL $ ADV INJURY $ 99NERALAGGREGATE $ GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG • $ POLICY PRO- LOC $ AUTOMOBILE LIABILITY - CEO LIMIT aBIINdEDISINGLE $ BODILY INJURY (Per person) $ ANY AUTO ALL OWNED 8 SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ POP RERT Per accdeY nt AMAGE $ HIRED AUTOS NON -OWNED AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE g EXCESS LIAB CLAIMS -MADE DED Li RETENTION $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY WCPE00000153 01 3/612013 3/6/2014 WC sTATU- ✓ TORY LIMITS ER YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? ❑ NIA . E.L. EACH ACCIDENT $ 1 000 OOO EL DISEASE - EA EMPLOYEE $ 1,000,000 (Mandatory in NH) K yes, describe under E.L. DISEASE - POLICY LIMB $ 1,000,000 DESCRIPTION OF OPERATIONS below B Workers Compensation This is for informational purposes C Excess Coverage and nothing shall create any right D under such rein DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space is required) Coverage Provided for all leased employees but not subcontractors of Yamill Glass &Window Inc Client Effective: 3/13113 CERTIFICATE HOLDER CANCELLATION 364293 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Vilage THE EXPIRATION DATE THEREOF,. NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami FL 33138 AUTHORIZED REPRESENTATIVE Glen J Distefano ©1988 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010 105) The ACORD name and logo are registered marks of ACORD CERT NO.: 15719458 Joe Ott 3/14/2013 4:43:17 AM Page 1 of 1 Y)0222 Local -Business Tax Receipt Miami —Dade County, State of Florida —THIS IS NOT A BILL — DO NOT PAY 3707941 oil BUSINESS NAMFULOCATION RECEIPT NO. EXPIRES YAMILL.GLASS & WINDOW INC RENEWAL 30- Sep -14 480 W 84 ST 107 3153608 Must be displayed at place of business HIALEAH FL 33014_ Pursuant to County Code Chapter 8A — Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED YAMILL GLASS & WINDOW INC 214 RETAIL SALES BY TAX COLLECTOR Employee(s) 5 $45 7/26/2013 CREDITCARD -13- 004026 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holders qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0. above must be displayed on all commercial vehicles - Miami —Dade Code Sec go-276. For more information, visit www.miamidade.govkaxcollector EXPIRES SEPTEMBER 30, 2014' Must be displayed at place of business Pursuant to County Code Chapter SA — Art. 9 & 10 OWNER SEC: TYPE OF BUSINESS PAYMENT RECEIVED YAMILL GLASS & WINDOW INC 196 SFECIALTY BUILDING CONTRACTOR. BY TAX COLLECTOR Worker(s) 4 976SOG #4 $45.00 07/09/2013 ECHECK -13- 004376 This Local Business Tax Receipt only confirms payment of th e Local Business Tax. The Receipt is not a license, permit, or a certification of the holders qual� cations, to do business: Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0. above must be displayed on all commercial vehicles - Miami —Dade Code Sec Ile-276. Fn• more infnrmation, vis*,t w ^�s,miamidade.nnv /t�xrn�le ^tnr _ aAU•�c -_. BUSINESS NAME /LOCATION RECEIPT NO. EXPIRES,,.*.:, ; ` Yl�M1LL GLASS 3 t ^1NDOtiv INC. NEVV k��DSl �trs� :'SEPTEMBER 30 '2014 480 W 84 ST 107: 7436495 .: HIALEAH, FL 33014 Must be displayed at place of business j,a +• Pursuant to County Code:... Chapter 8A — Art. 9 & 10 OWNER YAMILL GLASS &WINDOW INC TYPE OF BUSINESS PAYMENT RECEIVED SPECIALTY BUILDING CONTRACTOR BY tax COLLECTOR 200.00 08/29/2013 0229 -13- 000938 MIIAAMFDADE For more information, visit www.miamidademov/taxcollector �c� 7 2013 ' i i MIAMI- DADE >'a �:�-- _��I �• =` iYIIAbII -DADS COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) wwwmJaw1dade& ov /economy PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable gu ons erning the use of construction materials. The documentation submitted has been nd cdpt by Miami -Dade County RER - Product Control Section to be used in Miami Dade ty o ere allowed by the Authority Having Jurisdiction (AHJ). ° This NOA shall not be valid after the expiration dat 1 =Dade County Product Control Section (In Miami Dade County) and/or the AHJ (' Mi Dade County) reserve the right to have this product or material tested for quality ran oses. I his 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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION. - Serics "CXk -740" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD- CA740 -LM, titled "Casement Window Details — LM & SM', sheets I through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION 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 Official. This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY j NOA �Io.12- I218.Q9 �-v'� Expiration Dates April 11, 2418'' Approval Date: April 11, 2013 Page 1 Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD- CA740 -LM, titled "Casement Window Details -- LM & SM ", sheets 1 through40 of 10, dated 08/08/12, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS ' 1. Test reports on: l) 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 markcd -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. �� r Manuel er Product Control Ex mi * r NOA No. 12- .09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 E -1 MI ®DADS MIAMI DADE COUNTY, FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 26'h Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590, F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www. d r PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County PERA Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and /or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone._________ DESCRIPTION: Se �I Z00"— Alumbtam Singn� Vy�dow . _L.NI _ - -_ APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single lung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami—Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement~ "Miami—Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision 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 Official. This NOA revises NOA No. 11-0405.10 and consists of this page 1, evidence pages E-4, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 114013.14 1 Expiration Date: Marc h46, 0%G' Approval Date: November 03, 2011 l2 Page 1 ZGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (SubmNed under previous NOA No.07- 0322.06) 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 Reports No.'s FTL -4958 and FTL-5063, dated 10 /03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 0 7-0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20194 2) Cyclic Wind Pressure Loading per FBC, TAS 20394 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 -4645, dated 08111/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL -4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 0S-1018.01) t Ja me D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E -1 PCT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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) Small Missile Impact Test per FBC, TAS 201 -94 • 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Tess, per F13C 2411 3.2.1, 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 Reports No.'s FTL --4947 and FTL -4650, dated 08/11 /05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05- 1018.01) 4) Test reports on: l) 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-tip drawings and installation diagram of an aluminum single htimg window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4948 and F FL- -4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 0S;1018.01) C. CALCULATIONS I. Anchor verification calculations and struGiural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM B1300 --04 (Submitted under previous NOA No. 11- 0128.03) D. QUALITY ASSURANCE I. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlaycrs" dated 05 /05/2011, expiring on 05/21/2016. �2�— - Jaime D. Gasco i, P. E. Product Control Section Supervisor NOA No. 11- 1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E--2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC 2007 and FBC -2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports. No.'s FTL-4957, FTL -4958, FTL- 5063, FTL- -4645, FTL -4649, F jr1 4723, FTL -4947, FTL -4650, FTL --4948 and FTL -4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07- 0322.06 and 051018.01) G. OTHERS 1. Notice of Acceptance No. 11- 0405.10, issued to PGT Industries for their Series "SH -700 Aluminum Single Hung Window -- L.M.l. ", approved on 04/21/2011 and expiring on 03/23/2016. Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E -3 , } U MIAMI- :DADE) MIAMI -DADE COUNTY, FLORIDA 4 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.rr�iami�ag�.gorlecanumr PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being 'issued under the applicable rules and regulations governing the use of construction' materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, Including the High Velocity Hurricane Zone. DESCRIPTION Series "PW 701/ 7201-81 0" Aluimiiuutu Fixed Window - L,M.I. APPROVAL DOCUMENT. Drawing No. MD- 720-820, titled Series Fixed • Window Installation Guidelines ", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless othervise noted herein. REVISION 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 Official. This NOA revises and renews NOA No. 11- 1110.15 and consists of this page 1 and evidence pages E -I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. 1ti1��I4 -N 13-0 42.113 Coi MIAMI n rY � � Expiration Date: February 19,40-19- Approval Date: July18, 2013 Page 1 5 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines ", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- -7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, 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 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3835 and FTL -3850, dated' 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300 -09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E -1 Jaime D. Gascoli , P. E. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteg PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGIas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. TREMCO Part No. TR 14271E EPDM exterior glazing gasket complying with the • following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomes Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property — Compression Set for 22 HRS 158 °F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomes of 143 lb/ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL -7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 07/26/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL -3835 and FTL -3850, dated 07118 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-110S.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW 701 Aluminum Fixed Window – L.M.I." approved on 02/02/12 and expiring on. 02/19/14. �It' �- , zt Jaime D. Gascon, . Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: 3uly18, 2013 E-2 6 MIAMiL WE MIAMI -DADE COUNTY * I I PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Sheet, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) mm.miamidade.voylverai PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA, is being issued under the applicable rules and regulations governing.the use of construction materials. The documpntation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRUMON- t&rres FD- 750":Otewing Alumriygm French Door_w/Sidelities — I M.I. APPROVAL DOCUMENT. Drawing No. 8000 -11 titled Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision E dated 10 /12/11,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision 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 Official. This NOA revises NOA # 09- 1028.10 and consists of this page 1 and evidence pages E -1, E-2, and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 46A No �yaoDU Expiration DaUc-February 24, 2015 • , Approval bate: November 24, 2011 Page 1 I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. 8000 -11, titled "Alum. French Door & Side Lites, Impact', sheets 1 through 12 of 12, dated 12/23 /04, with revision E dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test. reports on: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA # 09- 1028.14) 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 aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. (Submitted under NOA # 49- 1028.10) 3. Test reports on: 1) Uniform Static Air Pressure Test, 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 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4527, dated 02/10/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 4. Test reports 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) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4528, dated 02/14/05, signed and sealed by Edm do , P. E. (Submitted under NOA # 05- 0419.03) M s rn—u el ere , P.E. Product CoutroLExafniner NOA No 11- 1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 E -1 PGT Industries B. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED TESTS (cow mum) 5. 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 doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0419.03) . . 6. 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 outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. VIIA530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. ( Submitted under NOA # 05- 0419.03) 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 outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 8. Test reports on: 1) Uniform Static Air Pressure Test, 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 aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4312, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 9. Test reports 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4315, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) el Perez, P.E. Prod ct C trol Examiner A No 11- 1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 E -2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 10/01/09, prepared, signed and sealed by Robert L. Clark, P.E, updated to the FBC -2010 on 10/11/11, signed and sealed by A. Lynn Miller, P.E. 2. ' Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment,. and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 104922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaeite® PVB, Interlayer" dated 12/24/10, expiring on 12/11 /11. 2. Notice of Acceptance No. 09- 0223.05 issued to Solutia, Inc. for their "Saflex Multi- layer Glass Interlayer" dated 04 /08/09, expiring on 04/08/14. 3. Notice of Acceptance No. 08- 1224.04 issued to Solu#a, Inc. for their "Saflex Composites Glass Interlayer with PET Core" dated 02/25/09, expiring on 12/11/13. F. STATEMENTS 1. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61 G15 -27 -001, signed & sealed by A. Lynn Miller, P.E. 2. Statement letter of conformance with the FBC -2007 and FBC -2010, prepared by manufacturer,. dated 10/11/11, signed & sealed by A. Lynn Miller, P.E. 3. Statement. letter of "No financial interest ", prepared by manufacturer, dated 10/11/11, signed & sealed by A. Lynn Miller, P.E. 4. Letter of lab compliance, part of the above test reports. 5. Proposal No. 08 -1891 issued by BCCO, dated January 26, 2009, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 09- 1028.10, issued to PGT Industries for their Series "FD- 750" Outswing Aluminum French Door w /Sidelites — L.M.I., approved on 02/10/10 and expiring on 02/24/15. M Perez, P.E. Produe SCXANo on 1 Examiner 11- 1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 E -3 A GENERAL NOTES: SERIES 740 IMPACT - RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND -BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1 -1/2- THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1 -112" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33 -1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL 7065, 3579, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA, ANSIIAF &PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE 1: Glass Types Sheet # 1 5/1 am 1/8 An - .090" PVB -1/8 An) 6 2 77t61L- kamFVWAn- .698"-SGP - 3/16 An) 6 3 7/16" Lami 3/16 HS -.OW SGP - 3116 HS) 7 4 7/8" Laml. IG (118" An - 7116" Air -1/8" An -.OW PVB -1/8" An) 5 6 7/8" Lami. IG (118" T - 7/16" Air -1/8" An -.OW PVB -118" An) 8 6 718" Lami. IG (3/16" An -1/4" Air - 3/16" An -.09a" SGP - 3/16" An) 9 7 718" Lami. IG (3/16" An -1/4" Air - 3/16" HS -.OW SGP - 311W HS) 7 8 7/8" Lami. IG (3/16" T -1/4" Air - 3/16" An -.09V SGP - 3/16" An) 9 9 171W Lami. IG (3/16" T -114" Air - 3/16" HS -.090" SGP - 3116" HS) 7 DESIGN PRESSURE RATING I IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 3r WIDTH 25.478" MAX. O.C. IF WIDTH IS UNDER 33.478" (HEAD & SILL 4" MAX I ow B, SEE SHEET 2 , A 69" VISIBLE LIGHT HEIGHT (DLO) !1 4" MAX. -1 30- VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW GENERAL NOTES .- ..... .. ... ....- ... -...1 ELEVATION ......................... ».. ....1 GLAZING DETAILS ..................... .... -1 INSTALLATION ................... »......._. 2 ASSEMBLY TUBE DETAILS__— 3 ANCHOR SPECIFICATIONS............ 4 ANCHOR QUANTITIES .................... 4 DESIGN PRESSURES........ ............. 5-9 ASSEMBLY DETAILSIBOM....„„.___ 10 17 -112" MAX. A, SEE O.C. SHEET 2 t IF MAX. O.C. USE ANCHOR PAIR AT EACH JAMB IF HEIGHT IS 26" OR OVER 5118 "LAMINATED GLASS STACK 118 ANNEALED .890' DUPONT GLASS BUTACITE PVB 1/8" ANNEALED EXTERIOR 39 ! GLASS --� a 1 11/16" GLASS BITE 7118' LAMINATED GLASS STACK 3116" ANNEALED OR 4EATSTRENGTHENED GLASS EXTERIOR a F-1 in .090" DUPONTSGP 3116" ANNEALED OR HEATSTRENGTHENEC GLASS 11116' GLASS BITE GLASS TYPE 1 GLASS TYPES 2 & 3 718' NOM. 718' NObt. GLASS STACK .5118' LAMINATED GLASS STACK 7118' LAMINATED I GLASS STACK GLASS STACK 1 118 ANNEALED GLASS 3116" ANNEALED OR 7118 AIRSPA 080' DUPONT 1/4" AIRSPACE HEATSTRENGTHENEO GLASS 118 ANNEALED OR BUTACITE PVB 3118` ANNA D 080' DUPONT SGP TEMPERED GLASS VS ANNEALED 3/18"ANNEALED OR 38 GLASS 38 —HEAT-STRENGTHENED GLASS EXTERIOR EXTERIOR I I 11/16" GLASS SITE art 1111W GLASS SITE 78" HEIGHT 14 -I/2" MAX. O.C. IF WIDTH IS 33.478- & OVER (HEAD & SILL) LYNN 410ENSF ND. 58705 .- 12; 13 Q STA E O i��••'•.FCORIDQ;.•''�� TONAL �E�G A. LYNN MILLER, P.E. P.15958705 GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 718• NOM. GLASS STACK GLASS tj _ LASS STACK 311T ANNEALED OR U4" AIRSPACE EATSTRENGTHENED GLASS 3118" TEMPERED .890" DUPONT SGP GLASS 3118' ANNEALED OR GLASS 4 11116" GLASS BITE GLASS TYPES 8 & 9 approved as tomplylltg with tk€ Florida SuidinaCotle Revised tiy: Dote: Revision: n7Pdr 0 de Produe 13y y . Revised 8y: Dote: Revision: In's Description: Drown fay: GLAZING DETAILS J ROSOWSKI 1070 TECHNOLOGY DRIVE Title: Dote: N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 P.O. BOX 1529 NOKOMIS, FL 34274 ServeslUddel. Scale: Sheet: Drowing No. Rev: CERT. OF AUTH. #29296 CA -740 NT S 1 OF 10 MD- CA740 -LM r 7 INSTALLATION OPTION 1 EDGE EDGE DISTANCE INSTALLATION ANCHORS DISTANCE INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 EXTERIOR a WINDOW HEIGHT ATTACHED TO r FRAMEJAMB L ATTACHED TO VENT JAMB VISIBLE LIGHT HEIGHT (DLO) EMBEDMENT i TYP. ANCHOR TYPE, EMBEDMENT - AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3. SHEET 4. EDGE DIST ANCE } .L_ CONCRETE/CMU PER ANCHOR REQUIREMENT d..'. • 4• .o . ... ; EMBEDMENT OPTIONAL ADDON FLANGE @ HEAD, SILL & JAMBS INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 114" MAX SHIM INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. ATTACHED TO VENT SILL BUCK WIDTH 0 ATTACHED TO FRAME SILL U82 L ATTACHED TO VENT SILL VISIBLE LIGHT WIDTH (DLO) FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. WINDOW WIDTH — SEE DETAIL JAMS NOTES: At BELOW HARD- 1) USE ONLY SUBSTRATE APPROPRIATE WARE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE BUCK DISTANCE LIMITS. ANY INSTALLATION HEIGHT OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. CONCRETE PER ANCHOR REOUIREMENT . INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. 19 84 1X WOOD BUCKSTRIP, SEE NOTE 2. THIS SHEET. 114" MAX SHIM • :d 'e• ' EMBEDMENT VERTICAL SECTION 8 -13 DET A ``ONY LYNN ' No. 58705 ' ��o �• hE T !(j� SA � �� ''• F(ORIOP. . . \�� Jill A. LYNN IaILLER, P.E. ORIZONTAL SECTION A A #12 STEEL SELF - DRILLING SMS, SEE TABLE 3, SHEET 4. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR r STEEL STUD. EXTERIOR lu TO FRAME 2) ALL WOOD BUCKS LESS THAN I -112' EGRESS FORMULAS: JAMB THICK ARE TO BE CONSIDERED 1X ATTACHED TO r ® WIDTH, WASH HINGE: WINDOW WIDTH -13 -U2 INSTALLATIONS. IX WOOD BUCKS ARE FRAME JAMB L ® 89 OPTIONAL. UNIT MAY BE INSTALLED 1 LD DIRECTLY TO SUBSTRATE. WOOD BUCKS HEIGHT: WINDOW HEIGHT - 8 s- LL DEPICTED AS 2X ARE I -IX THICK OR ATTACHED TO VISIBLE LIGHT FORMULAS: GREATER. IX AND 2X BUCKS (WHEN USED) VENT JAMB ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. SHALL BE DESIGNED TO PROPERLY — 2V - 250 TRANSFER LOADS TO THE STRUCTURE. 1 62 WOOD BUCK DESIGN AND INSTALLATION I IS THE RESPONSIBILITY OF THE ENGINEER 38 39 OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 114 ". CONCRETE PER ANCHOR REOUIREMENT . INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. 19 84 1X WOOD BUCKSTRIP, SEE NOTE 2. THIS SHEET. 114" MAX SHIM • :d 'e• ' EMBEDMENT VERTICAL SECTION 8 -13 DET A ``ONY LYNN ' No. 58705 ' ��o �• hE T !(j� SA � �� ''• F(ORIOP. . . \�� Jill A. LYNN IaILLER, P.E. ORIZONTAL SECTION A A #12 STEEL SELF - DRILLING SMS, SEE TABLE 3, SHEET 4. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR r STEEL STUD. EXTERIOR lu SEE DETAIL A2, BELOW ir1i 4A 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 A2 Additional Anchors RapWd on each Side of the Frame Assembly Tube (FAT) Window Width EGRESS FORMULAS: A S, C & D 17' -22.9 WIDTH, WASH HINGE: WINDOW WIDTH -13 -U2 0 NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH - 7 -112 1 LD 1) WHEN INSTALLING COMBINATION UNITS, HEIGHT: WINDOW HEIGHT - 8 s- LL Window Helght ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: IV MAX ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT - 7 — 2V - 250 FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. 1 2V+ SEE TABLE BELOW: I SEE DETAIL A2, BELOW ir1i 4A 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 A2 Additional Anchors RapWd on each Side of the Frame Assembly Tube (FAT) Window Width Anchor type A S, C & D 17' -22.9 O 0 23" - 250 0 1 s- LL Window Helght Anchor type A 8, C &D 17" -22.9 o 0 2V - 250 0 1 2V+ 1 I Revision: Revision: 44 eonipb3ag With the Description: Drown Br- CROSS SECTIONS & INSTALLATION J ROSOWSKI Titie: &ate: CASEMENT WINDOW DETAILS - LM & SM 108/08112 SeriesliAodet. Scale. Sheet: Orowiog NO. Rev: CA -740 NTS 2 OF 10 MD- CA740 -LM CASEMENT (X) 740 SERIES CASEMENT WINDOW J EXTERIOR ID FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND .GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 6.9, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PS19 FOR SINGLE WINDOWS, ALL ANCHOR GROUPS'. 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 6) USING THE TABLE LABELED "WINDOWANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT / CASEMENT (XX) FIGURE 1: 10 ", SEE NOTE 7, THIS SHEET 1 740 SERIES FRAME 740 SERIES CASEMENT ASSEMBLYCASEMENT WINDOW BE WINDOW 17' - 22.8 0 0 23" - 250 o h 1 25"+ h 1 t- ua 0 lu Anchor Type A B, C & D AWNING / CASEMENT / FIXED CASEMENT (XXO) FIGURE 2: 1 10', SEE NOTE 7, THIS SHEET MIN. #12X1'SMS THROUGH INSTALLATION HOLES 740 SERIES N 740 SERIES CASEMENT EXTERIOR AS ELY CASEMENT WINDOW 15 TUBE WINDOW HORIZONTAL SECTION C-G MIN.# 12X 1' SMS THROUGH INSTALLATION HOLES EXTERIOR a 740 SERIES AWNING WINDOW •4-D FRAME �- �_ ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW FRAME �~ ASSEMBLY E TUBE Jg(` 740 SERIES , M5 FIXED WINDOW' 'SEE PRODUCT'S NOA FOR INSTALLATION SPECS FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D -D 740 SERIES AWNING WINDOW FRAME - ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW EXTERK a VERTICAL SECTION E -E 0 SERIES \SEMENT INDOW FRAME ASSEMBLY TUBE MIN. # 12 X 1' SMS THROUGH INSTALLATION HOLES i40 SERIES =IXED 'ASEMENT WINDOW 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A VERTICAL FRAMEASSEMBLY TUBE' OR "DESIGN PRESSURE (PSG FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE ; DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP-TO-TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES, 4) USING THE TABLE LABELED "WINDOWANCHORS REQUIRED- (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2 -3. NOTE THAT ADDITIONAL. ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. #12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET] FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP-TO-TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740 - SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1" SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TU13E MAY NOT EXCEED 62' IN LENGTH (AS USED IN A 63' FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CUPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 104 MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side of the Frarns Assembly Tube (FAT) } a Window Width Anchor Type A B, C & D m > 17' - 22.8 0 0 23" - 250 0 1 25"+ 1 1 t- ua 0 Window Height Anchor Type A B, C & D 17'.22.01 0 0 23' - 25.8 0 1 2V+ 1 1 Approve4 a-, corrrplylea with tho Florida Oulding Cotls. � . — 1{tr�II fill / 1 1p .LYNN Al�� F��i ��..•'�,LCENSLe'• .. N0.58705 t.�t3 • W �TTE OF aSN�lAL p �. P.E.# 584705 N r O d' � h zU 06 .p � aY O O O� Z � A� J r U ° p o D _ d LL O C W 0 yM ~ C1) }. o m �Z Z Y W F- � a w g (1) m Lij '$ Q 't U W Q 1{tr�II fill / 1 1p .LYNN Al�� F��i ��..•'�,LCENSLe'• .. N0.58705 t.�t3 • W �TTE OF aSN�lAL p �. P.E.# 584705 N O�X� =u9-vi IL) MiQ0 0 aY O O O� Z H ej 1{tr�II fill / 1 1p .LYNN Al�� F��i ��..•'�,LCENSLe'• .. N0.58705 t.�t3 • W �TTE OF aSN�lAL p �. P.E.# 584705 ,TABLE 2: TABLE 4: Approved as canlpl }•ice Avf(tt LUR Florida etdln G ) Date N1 34 Produtt t y z J l a .mod. n 1) USE THIS TABLE FOR U? ALL WINDOWS PER THE u � r ELEVATIONS ON SHEET 1. SAMPLE CONFIGURATIONS' H DIMENSIONS SHOWN ARE a WINDOW TIP-TO-TIP- X r O 2) FOR SIZES NOT X X X rx\ O SHOWN, ROUND UP TO THE NEXT AVAILABLE O Z Q WIDTH OR HEIGHT X 0 00 Q W 'd' DIMENSION SHOWN ON o Q Q THE TABLE. X O O CY /x\ O Z Z f'..1 � TABLE 3: O W Z EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 711(' ANNEALED SGP LAMI. GLASS, X O X X X Y 1-- 1/4" MASONRY ANCHORS INTO CONCRETE, +701-80 PSF DP REQUIRED, NO ANCHOR PLATE Z o CASEMENTANCHORS: p p W n A) FROM TABLE 8, ANCHORS C & D ALLOW A DP OF +701 -'J0. O� �O� O 0 = W o ,Q 8) FOR THE JAMB, FROM TABLE 3. ANCHOR TYPE G HAS THE ANCHOR AND SUBSTRATE DESIRED pv�'Oy,� �F, P��O a $ 0°s z ti ¢ U AND DOES NOT REQUIRE THE ANCHOR PLATE. F ��0� F �� a it Q z V C) FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. m D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. o n N W N � 2. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10" 10" F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE o x SIDE OF THE AWNING (HEAD &SILL). � 4° 4" 4" � z � w'N a aY O n° z '- oa FIXED CASEMENT ANCHORS (SEE SEPERATE NOAx j A) FROM TABLE 9. ANCHORS C & D ALLOW A DP OF +701 -83.1. _L 10.8 B) FOR THE JAMB. FROM TABLE 3. ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE 13.25" \��N� LYNN 4flZ DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. •'•�F�Q C) FROM TABLE 2B. 5 ANCHORS ARE REQUIRED IN EACH JAMB. 610 \ Q�� '•• `' I No. 58705 D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. "U f 19 % STATE OF V✓ F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE 4• 4" .'yo�� •• • fi(OR14P` , `�,' SIDE OF THE FIXED CASEMENT (HEAD & SILL). i,Cs •'- NOTES: Imo— 25° �"' 20. 20• ►-� '�r S�CnN/�t. F. 1) ANCHOR MUST EXTEND A MIMiMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 48" ---� A. LYNN MILLER.'P.E. 2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. P.E.# 68705 Window Anchors Required Window Width On) under 23' 15!16' 27- 314' 30 33 -112' W. 3T ; Anofior Group A hot Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Orou A 8'C& A B C &D A B G &D A B C &O A 8 C &D A B G &D A B C& under 23' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HeadlSifl 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 25- 15118" Jamb 2 2 2 t 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 lieadlS01 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 88 -318, Jamb 4 4 � 4- 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Head /Si1! 2 2- 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 �" am 4 4 -4� 4 8 4 4 8 4 4 8 4 4 8 4 4 8 4 8 8 4 � HeadJSpl, 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 �— — �- Jamb 4 8 4 4 6 4 4 6 4 4 6 4 8 6 4 8 8 4 8 6 j d l 50 -518 t�adlSip 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 6 6 4 8 8 4 8 8 4 e 8 4 8 8 4 8 8 4 6 8 4 � Head /bill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 � �" Jamb 8 8 8 8 8 8 8 8 8 6 8 8 6 8 6 8 8 8 8 8 8 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 7Y Jamb 8 8 8 8 8 8 8 8 8 8 10 8 8 10 6 $ 10 8 8 10 8 Head/811 Group Anchor Substrate Min. Edge Distance Min. O.C. Distance Embedment Anchor Plate Required? (types 1, 4 & 5) 1!4' steel Ultracon Hollow Brock 1" 6" 1 -1t4° No A #14, steel SMS {G5) or #14, 410 55 SMS S. Pine 5/8 1" 1318" No 6083 T5 Alum. 3l8° 518 0.050 0 A36 Steel 318" 518` 0.050 No A653 Stud, Gr. 33 318" 518 .IXiS ", 20 Ga. No B #12, steel SMS {G5) or #12, 410 SS SMS S. Pine 518" 1" 1318 No 6083 -T5 Alum. 3!8" 518 .050" No A36 Steer 318 518" .050" No A65.3_Siud,= Gc_33 ��/8 518 °_ .035_ ", � Ga._ '. 2.85k Concrete 2 -t /2° 4" 1318" No tt4' steal Ultrracon , —�� — 2.85k Concrete r°--_ — �,t•___ t•8/4'�— r%`" Hollow Block 21/2" 5" 1 -1/4° No C � _ I #12, steel SMS (G5) or #12, 410 5S SMS S. Pine 518" 1" 1-318 Yes 8083 TS Alum. 318' SJ8" 1/16° Yes A38 Steel 318 518' .05fl" Yes A653 Stud Gr. 33 3/8" 5J8' .045",18 Ga. Yes #14, steel SMS (G5) or #14, 410 SS SMS S. Pile 518" 1" 1-318" Yes 8083 -T5 Nam. 3/8" 518" 1118" Yes A38 Steel 318" 518 .050" Yes A853 Stud, Gr. 33 318" 518" _045 , 18 Ga. Yes D 1/4" steel Ultracon 2.85k Concrete 1' 4" 1314" Yes 2.85k Concrete 2 -112" 4° 1.318 Yes Hollow Block 2 -412° 5° 1 -114" Yes Filled Block 2 -112" 4° 1-314° Yes 114' 410 SS CreteFlex 3.35k Concrete 1" 5' 1314" No Hollow Block 2 -112" 5" 1 -1 /4" No 5116" steel Ult�acon 3.5k Concrete 1 -1 /4" 5" 1314" No Hollow Brock 3 -118" 5° 1 -114 No Filled Block 2 -112" 5" 1314" No 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 Jamb 8 8 8 8 8 8 8 t0 8 8 10 6 8 10 8 8 10 6 8 10 6 78' FieadlSill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 �• Jamb 8 8 8 8 10 8 8 10 6 8 10 8 8 10 8 HeadJSip 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 Group Anchor Substrate Min. Edge Distance Min. O.C. Distance Embedment Anchor Plate Required? (types 1, 4 & 5) 1!4' steel Ultracon Hollow Brock 1" 6" 1 -1t4° No A #14, steel SMS {G5) or #14, 410 55 SMS S. Pine 5/8 1" 1318" No 6083 T5 Alum. 3l8° 518 0.050 0 A36 Steel 318" 518` 0.050 No A653 Stud, Gr. 33 318" 518 .IXiS ", 20 Ga. No B #12, steel SMS {G5) or #12, 410 SS SMS S. Pine 518" 1" 1318 No 6083 -T5 Alum. 3!8" 518 .050" No A36 Steer 318 518" .050" No A65.3_Siud,= Gc_33 ��/8 518 °_ .035_ ", � Ga._ '. 2.85k Concrete 2 -t /2° 4" 1318" No tt4' steal Ultrracon , —�� — 2.85k Concrete r°--_ — �,t•___ t•8/4'�— r%`" Hollow Block 21/2" 5" 1 -1/4° No C � _ I #12, steel SMS (G5) or #12, 410 5S SMS S. Pine 518" 1" 1-318 Yes 8083 TS Alum. 318' SJ8" 1/16° Yes A38 Steel 318 518' .05fl" Yes A653 Stud Gr. 33 3/8" 5J8' .045",18 Ga. Yes #14, steel SMS (G5) or #14, 410 SS SMS S. Pile 518" 1" 1-318" Yes 8083 -T5 Nam. 3/8" 518" 1118" Yes A38 Steel 318" 518 .050" Yes A853 Stud, Gr. 33 318" 518" _045 , 18 Ga. Yes D 1/4" steel Ultracon 2.85k Concrete 1' 4" 1314" Yes 2.85k Concrete 2 -112" 4° 1.318 Yes Hollow Block 2 -412° 5° 1 -114" Yes Filled Block 2 -112" 4° 1-314° Yes 114' 410 SS CreteFlex 3.35k Concrete 1" 5' 1314" No Hollow Block 2 -112" 5" 1 -1 /4" No 5116" steel Ult�acon 3.5k Concrete 1 -1 /4" 5" 1314" No Hollow Brock 3 -118" 5° 1 -114 No Filled Block 2 -112" 5" 1314" No Jamb Snubber Locations Glass Type: PVB SGP (types 1, 4 & 5) {Types 2, 3 & 6.9) 42' max. from or ss� each end & 30° r Required max O.C. w 1Y max. from 12" max. from ors, 83' each end & 30' each end & 30" max O.C. max O.C. -1 ►s2� TABLE 5: FOR GLASS TYPES: 1 _5/1f" LA 1 J$ AN - .0 0g PV13 1 /$.AN Approved as compt)latg with the 1/_ 4 7l$" LAMI. G: [(118" AN - 7/16" AIR -1/8} AN - .090" PVB -1/8" AN Florida I-r c ° 'V � \ � f��tC � 6 f1f ro o d e Froda Sy WINDOW HEIGHT v a WINDOW WIDTH r 0 SEE SHEETS 1 & 4 FOR W WINDOW ANCHOR LOCATIONS AND QUANTITIES. (j) z U b r O TABLE 8: � � r J_ LL �p o ;; t1f1 W m o ci O a. h � C 0 -0. z pZ N Z_ co Y 's a w Z 1` i� W $ et �o Ctn cn �U ¢ FRAME 10- MAX. �1 ASSEMBLY a $ o U to 1 � TUBE TABLE 7- ® •t � WINDOW r, IM HEIGHT "� M O� F] ow°m a WINDOW ADDITIONAI U z m WIDTH ANCHOR O O (4h IF RECL o ° o °Z z SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET i t I I I 3 FOR ANY ADDITIONAL ANCHORS If REQUIRED FOR THE FRAME ASSEMBLY �� O� , .. • • ... , lC TUBE. `��`.•�,GENSF''•�F•f� �2 : •. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR = No. 58705 r LOCATIONS AND QUANTITIES. SEE SHEET = - 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY -- � ter � �)3 W TUBE. %� •• STATE. OF S•. FL ORIOQ'. �� j� NOTES: 111( 11110 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A LYNN MILLER, P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.# 68706 Desi Pressure (psij for Single Windows, All Anchor Groups Window Width under23' r' 2 5/1S` 27 -314` 30' 33 -112" 35` 3T 35' under 23' ` +70190 70 /-8Q +701 -80 +70190 +70/ -80 +74/ -80 +701 -90 Anchor Group 25- f511B° +70190 +70190 +70190 +701 -90 +70194 +701 -90 +701 -g0 B 38.318' ; +70/ -9 +70190 +701 -90 +701 -90 +70194 +70190 +7Q1 -9Q A,C &D 48� +701 -90 +70t 90 +701 -90 +70 %90 +7�9d +701 -90 +7Q/ 91 under 23" 50-518 +741 -90 +701 -9Q +701 -9Q +70/ -90 +701 -90 +70194 +TO! -89.2 +Tor -90 80" +70/ JO +70190 +70/ -90 +701 -88.5 +741.80.8 +701 77.7 +70174.3 +m�-9Q 63" +70190 +701 -90 +701 -9d +7Q/ -84.3 +7Q! 78.5 +TO/ 73.7 +70170.1 +70190 72' +70190 +701 -87.2 +70%77.7 +80/ -71.5 +801- 82.4 +801- 60.8 +1- 58.3 +7x1 -90 78" +TO /90 +70 %84.6 +701 -75.7 +1.57.3 +/- 58.9 +1- 57.2 +/- 55.6 +701 -81 84' +701 -90 +701 -80.4 +70171.3 +60192.1 +1- 54.2 +701 -90 +701 -90 Design Pressure (psi) for Windows Attached to a Vertical Frame Assembly Tube Window Width yy�ppyy under 23` W Endow Width 27. 314" 30' m 35' under 23" 25.15/18" 27- 314" 30" 33.1!2" 35" 3T Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A, C& 0 A B C D A B C &D B A,C &D B A,C &D A B C &0 B A,C &D B A,C &D +70i -74.3 under 23" +TOr_g0 +TOE -9a +Ta -so +TO► -go +7a�o +Tor -so +7a -so +TOE -so +Tor -90 +7or -90 +70f-9D +TOE -go +Tor -90 +Tor -go +TOE gd +7or -sQ +7a -so +m�-9Q +701 -80 25- 15118" +70194 +701 -90 +70V -90 +701 -90 +70/ 9a +7W -90 +70190 +Ta1 -90 +TOV -90 +7a / -90 +70190 +701 -9a +701.90 +701 -90 +701 -90 +7x1 -90 +70V -90 +7a/ -90 +70180 383/8" +70r 90 +701 -71.8 +701 -80 +7W94 +701 -81 +701 -90 +701 -90 +701 -� +74' -� +70t -90 +701 -90 +701 -90 +701 -90 +701 -90 +701 -90 +701 -90 +7Q' -90 +701.90 +70!.80 48" +701 -73.1 +/ ,riT.3 +Tai -90 +7Q]_g0 +J -64.8 +7N -90 +701 -90 +701 -90 +TW -9a +701-87.8 +70/•90 +70190 +TOJ -78.8 +701 -90 +701 -90 +701 -� +7pi -88.9 +701 -90 +70/ -73.7 50.518" +J -68.3 +1.54.3 +70V -90 +70190 +181.4 +701 -90 +701 -90 +701 -90 +7Q1 -90 +TOJ -83.2 +TOI -90 +TOJ -90 +7x174.8 +70t -90 +701.89.2 +7pJ -g0 +TOJ -84.3 +701 -89.2 6tl" +1.58.5 +1 -45.8 +701 -84.7 +701 -90 +151.8 +TOI -81.2 +7x1 -80 +7xP -75.9 +7p�.90 +701 -7x.2 +7Q' -88.5 +7x1 -84.3 +1-829 +701.80.8 +7x1 -75.2 +701 -77.7 +7aJ -71.2 +701 -74.3 +154.2 63" +J -55.7 +J -43.6 +701 -80.7 +701-89.5 +/ -49.3 +7x1 -77.3 +701 -90 +7xV -72.3 +7N -90 +1-60.9 +70V -84.3 +701.76.5 +1-59.9 +7QJ.76.5 +701 -71.8 +70t -73.7 +1 -87.8 +701 -701 Design Pressure (pst) for Windows Attached to a FtorizoMal Frame Assembly Tube Window Width yy�ppyy under 23` 25- 15118' 27. 314" 30' 33.112' 35' 3T TUBE Anchor Group Anchor Group Anchor Group Anchor Group Anohor Group Anchor Group Anchor Group All AU All All B A, C& 0 A B C& 0 A B C& 0 under 23` +70190 +70190 +701 -90 +70/ 90 +701 -82.1 +70180 +70190 +701 -78.5 +70190 +70/ -80 +70i -74.3 +70t -80 25.15NS +70190 +701.90 +70/90 +701 -90 +70190 +701 -8Q +70/ -88.8 +70/ -90 +701 -90 +70/ -84 +70190 +701-90 38 -3/8" +701.90 +701-00 +701 -80 +701 -90 +70/90 +701 -90 +701 -90 +70/90 +701 -8a +70190 +701 -90 +70190 �' 48' +70190 +70190 +70190 +701 -90 +701 -80 +70/ 90 +70190 +70190 +70180 +701 -80 +70 /90 +70190 = b0 -518 +70190 +70190 +701 -90 +TO/ -90 +70190 +70190 +70/ 90 +701 -94 +70180 +701 -89.2 +lOt•88.2 +701 -89.2 $ 60' +70!.80 +70190 +701 -� +701.88.5 +701.80.6 +741.80.6 +701 -77.7 +70177.7 +70177.7 +70174.3 +701 -74.3 +701 -74.3 � S3' +701 -90 +70!,90 +701 -9Q +701 -84.3 +701 -76.5 +701 -76.5 +70/ -73.7 +TO! -73.7 +70/ 73.7 +701 -70.1 +7di -70.1 +70/ 70.1 72' +70190 +701 -67.2 +70177.7 +70171.5 +1.62.4 +801 -62.4 +60/ -60.8 +60%60.8 +601 -60.9 +/ -58.3 +/ -5g.3 +159.3 76' +70190 +741 -84.6 +701 -75.7 +1.87.3 +1 -58.8 +/58.8 +1 -57.2 +i -57.2 +/ -57.2 +/ -55.6 +/ -55.6 +155.8 84" +701 -90 +701 -80.4 +701 -71.3 +80182.1 +154.2 +154.2 yy�ppyy FRAME HEIGHT -ASSEMBLY TUBE 10" fiAAX. aoomordAL ANCHOR (4), IF REQ. -'-1 r WINDOW WIDTH FOR GLASS TYPES: TABLES: Approved n4 complying With am 2) 7/16" LAM (3/16 AN - .090" SGP - 3!16 AN) Florida ul..... Ccut 43 Datc !dbnAS T R1i 1 U de Pe»du C T 8Y� WINDOW HEIGHT WINDOW a WIDTH SEE SHEETS 1 & 4 FOR J WINDOW ANCHOR O LOCATIONS AND QUANTITIES. W It � zV o 06 TQ a a Z o' r TABLE 9: CV O ca J LL o ,Q O SO d W `o Q Z Z CD Cf) W Y per •, W o Z h to W IV g�W xQ °c FRAME 90" MAX. -► �-r - ASSEMBLY TABLE 10• 1 TUBE N ® p e N WINDOW M to n HEIGHT o i��'v_i d WINDOW ADDITIONAL 0 0 0 WIDTH ANCHOR w o: Y {4), IF REQ. z z SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET t l l 1 J 3 FOR ANY ADDITIONAL ANCHORS `�� Y LYNAr REQUIRED FOR THE FRAME ASSEMBLY �� SON •....... . . TUBE. �� , • ' �- CENSF •., F,p �� SEE SHEETS 1 & 4 FOR WINDOW ANCHOR ' • No. 58705 LOCATIONS AND QUANTITIES. SEE SHEET _ -_ 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 0 STATE OF •.�� NOTES: ss fONIAL i) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYNN MILLER, P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.# 68705 Design Pressure {pst) for Single Windows, All Anchor Groups Window Width under 23" 25- 15118" 27.314" 30" 33.112` 35" 37" under 23" +90/ -130 +901 -130 +901 -1311 +901 -130 +901 -130 +gOJ -130 +gQ1 -130 25- 15/18" +801 -130 +90/_130 +901 -130 +g0 %13Q +801 -130 +80/ -130 +801 -130 38 -3/8° +9Q/ -130 +801 -130 +901 -130 +901 -i30 +801 -130 +901 -130 +g0i -130 rn 48" +941 -130 +90/- -130 +901 -130 +801 -130 +801 -13Q +801 -130 +801 -130 i 50518" +BQ/ -130 +901 -130 +90V- 130 +80/ -130 +90/ -130 +901 -130 +901 -130 80" +801 -130 +90!.130 +90/ -130 +901 -130 +901 -130 +g� -130 +901 -130 83' +90/-130 +9Q / -i30 +90/-130 +90t -130 +90/ -130 +90-130 Design Pressure {psQ to Windows Attached to a Vertical Frame Assembly Tube Widow Wtdh yy�DOyy under 23" Window Width 27 -314" 30" 33 -U2" under 23" 2515/18" 27 -314' 3Q" 33 -1t2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A A B C D A 8 C &D B A,C &D A 8 C &0 A B C &D 8 A,C &D A B C &D 2515118" under 23" +70/ -90 +701 -90 +701 -90 +701 -90 +701 -90 +701 -90 +701• +701 -90 +7d -� +70190 +70► -90 +70t -90 +7Q' -90 +70190 +TO! -90 +7Qf.g0 +70190 +70190 +TOI 90 +701 -90 +90/ -129.8 +TOf -90 72" +801 -130 +90l- -130 +801 -130 +80%130 +901 -129.1 +901 -122.5 +9p/ -113.8 +701 -� 78" +90 %130 +9pf -130 +90/ -i30 +80 %130 +80t -124.1 +8� -118.7 +gp/.107.$ +701 -90 84" +901 -130 +901 -130 +901 -130 +gp1 -130 +901 -118.4 +701 -90 +701 -81 Design Pressure {psQ to Windows Attached to a Vertical Frame Assembly Tube Widow Wtdh yy�DOyy under 23" Window Width 27 -314" 30" 33 -U2" under 23" 2515/18" 27 -314' 3Q" 33 -1t2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A A B C D A 8 C &D B A,C &D A 8 C &0 A B C &D 8 A,C &D A B C &D 2515118" under 23" +70/ -90 +701 -90 +701 -90 +701 -90 +701 -90 +701 -90 +701• +701 -90 +7d -� +70190 +70► -90 +70t -90 +7Q' -90 +70190 +TO! -90 +7Qf.g0 +70190 +70190 +TOI 90 +701 -90 � 25.15118" +TOf -90 +701 -90 +701 -� +701 -90 +TOf 90 +701 -90 +701 -90 +70/ -90 +TOt -90 +701 -� +701.90 +701 -90 +7� -90 +701 -90 +TA' -90 +701 -90 +701.90 +741 -� +701 -90 +701 -90 +701 -90 38 -318" +701 -90 +7W71.8 +701 � +701 -90 +701 -81 +70190 +70!90 +70 / -90 +70V -90 +70!90 +70d -90 +701 -90 +TOl -90 +701 -90 +701 -90 +701 -� +701 -90 +70190 +70190 +TQf -90 +701 -90 48" +701 -73:1 +/ -57.3 +701 -9t1 +70! 90 +1.84.$ +701 -90 +701 -90 +TO / -90 +7(Y•� +7QJ -90 +70/ -87.8 +701 -90 +701 -90 +701 -90 +7W -90 +70!90 +70f -90 +TO! -90 +70' -88.g +701 -� +701 -90 -518" +1 -89.3 +1 -54.3 +701 -90 +70190 +1 -81.4 +701 -90 +701 -90 +701 -90 +7W -90 +701 -90 +701.83.2 +TO! -90 +74' -90 +701 -90 +70V -90 +701-89.2 +701 -9Q +701 -90 +7d -84.3 +TO / -90 �50 80" +/ -58.5 +1.45.8 +TO! -84.7 +70/ -90 +/51.8 +701 -81.2 +701 -� +701-75.0 +701 -90 +701 -89.8 +701 -70.2 +70190 +701 -80.3 +701 -78.8 +701 -90 +701 -7fi.2 +701 -80 +701 -90 +70V -71.2 +70190 83" +155.7 +l -43.8 +701 -8Q7 +701 -88.5 +1.49.3 +701 -77.3 +7Q/ -90 +7Qf -72.3 +70'•80 +TOf -85.3 +t -88.9 +701 -90 +701 -78.5 +70174.9 +7Q'•90 +70171.8 +701 -90 +701 -88.5 +1 -87.8 +701 -90 Design Pressure (psi) for Windows Attached to a Horizontal Frame Assembly Tube Widow Wtdh yy�DOyy under 23" 2515116" 27 -314" 30" 33 -U2" 35" 3T' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group AO All All All 8 A,C &0 A 8 C &D A B C &D under 23° +7N -90 +701 -90 +70t -80 +70/ -80 +701.821 +70V -90 +70t -90 +70/78.5 +701 -90 +701 -90 +701 -74:3 +7090 2515118" +701 -90 +701 -90 +7a -so +70 / -90 +70190 +70� -� +TOf -88.8 +70190 +701 -90 +701.84 +701 -90 +701 -90 38 -318" +TOI -90 +701 -90 +701 -90 +70/ -90 +701 -90 +7Qf -90 +70� -90 +701 -90 +701 -90 +701.90 +701 -90 +7N90 � 48" +701 -90 +701 -90 +701 -90 +70t -90 +701 -90 +70' -� +TW -90 +70/ -90 +701 -90 +701 -90 +701 -90 +701 -90 I 50 -518" +70' -90 +701 -90 +7019D +701 -90 +70 / -90 +741 -90 +7N -90 +701 -9Q +701 -90 +74! � +701 -90 +70' -90 � �" +70' -90 +701 -90 +70190 +70/ -90 +701 -90 +70' -80 +7Q1 -90 +701 -90 +701 -90 +701 -90 +701 -90 +70' -90 � 63" +701 -90 +70/ -90 +701 -90 +701 -90 +70190 +70' -90 +70V -90 +70/ -90 +701.90 +701 -90 +701 -90 +701-90 72" +70' -90 +701 -90 +701 -90 +701 -90 +701 -90 +701.90 +701 -90 +701 -90 +70l -90 +701 -90 +701 -90 +7Q' -90 78" +70' -90 +701 -90 +7Q1 -9(i +701 -90 +701 -90 +70' -90 +70' -90 +701 -90 +701 -90 +701 -90 +701 -90 +7Q1 -90 84" +70` -90 +70/ -90 +701 -90 +701 -90 +701 -90 +70V -� yy�DOyy FRAME HEIGHT ASSEMBLY TUBE 10' MAX. ADDITIONAL ANCHOR (4}, IF REQ. �1 ` I WINDOW WIDTH FOR GLASS TYPES: TABLE 11` 3) 7/16" LAM 1(3/16 HS -.090" SGP - 3/16 HS) Approved as complying with die 7) 7/8" LAMI. IG: (3116" AN -1/4" AIR - 3116" HS -.090" SGP - 3/16" HS) Florida DuldinaCod4t 9) 7/8" LAMI. IG: (3/16" T -1/4" AIR - 3/16" HS -.090" SGP - 3/16" HS) KOAN R deI'rodaet tro! f Sy ;� WINDOW HEIGHT a WINDOW WIDTH 6r SEE SHEETS 1 & 4 FOR W h WINDOW ANCHOR CL S LOCATIONS AND QUANTITIES. 06 '� v Z ci r O TABLE 12: 04 V- Design LL , w o d w fir. �n o° 0 s � LLJ � m i-- 0 yZ Z Y W7 F„ � °" w Q Z W a Ur W aC chi` (/) •o _ Q c(n C0 �V HWQ FRAME TABLE 13: 10" MAX. -►� {•.- ASSEMBLY i TUBE T n F, rn ��O)NN CO WINDOW M C HEIGHT o r oo Z c-) Inv Q - -0-- -Z ! yyq�DOW � ANCHOR AL F z o 9 0 -"{ WIDTH ANCHOR S n Y I4). IF REQ. t°� z it SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET i l l l 1111111, REQUIRED FOR THE FRAME ASSEMBLY ��ON� • �'�• d1j``F''i TUBE. .� . • ti1GENSE •' •. 'A SEE SHEETS 1 & 4 FOR WINDOW ANCHOR = : • No. 58705 LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. :�� ••. STATE OF 41 �� ACORtOA.•'•��` NOTES: 0 0 l i t t t 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYNN MILLER, A.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.H 68705 a Design Pressure {psq for Single Windows, All Anchor Groups Window Width under 23' 25 -78!16 27 3J4' 30' 33 -1/2" 35' 37' 112" under 23' +801 -130 +90/ -130 +90J -130 +90J -130 +801 -130 +BpJ -130 +801 -130 Anchor Group 2b- 95116' +90J -130 +80J -130 +80J -130 +80J -130 +80 %130 +80J -130 +90 %130 B 38 -3J8' +801 -130 +80/ -130 +90J -130 +80J -130 +90J -130 +80/ -130 +80/ -130 B 48 +90 %130 +90/ -130 +901 -130 +801 -130 +801 -130 +801 -130 +90J -130 �i 50518" +80l- -130 +80/-130 +80!-130 +901 -130 +801 -130 +901 -1� +901-130 +701 -90 60" +80 %130 +g0/ -130 +901 -130 +90J -130 +901 -130 +9pJ -130 +BpJ -130 � 63' +80J -130 +801 -130 +901 -i30 +90/ -130 +801 -130 +901 -130 +801 -130 +701 -90 rr +80/ -130 +801 -130 +801 -130 +80/ -130 +801 -130 +90%130 +801 -130 +70!•90 76' +801 -130 +901 -130 +90l -130 +80J -130 +90J -130 +80%130 +80%130 = 84' +80/-130 +801 -130 +90J -130 +901 -130 +BpJ -130 +701 -90 +70190 Desigt Pressure {psis to W Inflows Attached to a Vertical Frame Assembly Tube Window Width WINDOW under23" Window W idh 27 -314' rfl 33- 112" under 23" 25.15118" 27 -314" 30" 33112" 35" 37" Anchor Group Anchor Group Anchor Group Anchor (croup Anchor Group Anchor (croup Anchor Group Anchor Group All A B C O A B C &D 8 A, C &0 A B C &D A B C &D B A,C &D A B C &0 +70/ 74.3 under 23" +701 -90 +701 -90 +TOI -90 +701 -90 +701 -90 +70190 +701 -90 +701 -90 +7tY -90 +701 -90 +T� -90 +701 -90 +7W -90 +701 �1 +70! -90 +701 -9(} +TO! -80 +70!.90 +70r -90 +T0/ -90 � 25.15118" +701 -90 +TOI90 +701 -90 +70J -90 +701 -� +701 -90 +70 / -90 +TO! -90 +7Q' -90 +70190 +70' -90 +70!•90 +7N -90 +701 -90 +701 -90 +70J -90 +70190 +701 -90 +70!•90 +701 -� = 3tt -3J8" +TOJ -� +701 -71.8 +701 -90 +701 -90 +701 -81 +701 -90 +70190 +701 -90 +70' -90 +70190 +7Q' -90 +701 -90 +7W -� +70J 90 +70' 90 +TOI -� +701 -90 +701 -90 +701 -90 +701 -90 +T(Y -90 48" +701 -731 +1 -57.3 +70190 +TO! -90 +184.8 +701 -90 +701 -90 +70J -90 +701 -90 +701 -90 +70J -87.8 +70l -90 +70190 +701 -90 +TOJ -90 +70190 +701 -90 +701 -90 +7Q' -88.9 +701 -90 +7x'90 50 -518" +1 -69.3 +1.54.3 +701 -90 +701 -90 +/ -61.4 +701 -90 +TOJ -90 +701 -90 +7QY 90 +701 -90 +701 -83.2 +70J -90 +7Q' -90 +701 -90 +7t.Y -90 +701-89.2 +70190 +701 -90 +7{,Y -84.3 +70190 � 84" +i -58.5 +1 -45.8 +70l -84.7 +701 -90 +151.8 +7Q' -81.2 +701 -� +7W -75.9 +7d -90 +TO/ -89.8 +701 -70.2 +701 -90 +701.80.3 +701 -78.6 +TQ' -90 +701 -75.2 +701 -90 +701 -90 +7Q' -71.2 +TO/ -90 83" +1.55,7 +1 -43.6 +70190.7 +70J -89.5 +t -49.3 +7W -77.3 +701.90 +TOr' -72.3 +70' -90 +701 -85.3 +/ -68.9 +701 -90 +701 -78.5 +70174.9 +7Q' -90 +701 -71.8 +701 -90 +70J -885 +70/ -90 Design Pressure (psi) far Windows Attached to a Horizontal Frame Assembly Tube Window Width WINDOW under23" 25- 15/18" 27 -314' 30' 33- 112" 35° 37° 10' MAX. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All All B A, C& D A B C& 0 A 8 C& D under 23' +70V 90 +7d -911 +70r 90 +70t -90 +701 -82.1 +70' 90 +7x90 +70178.5 +TO! 90 +701 -90 +70/ 74.3 +701 -90 25- 15118" +70+ 90 +7W-90 +TO+�JO +T0j�90 +70► 90 +TO' -90 +70158.8 +701 -90 +7N -90 +701 -84 +701 -90 +70 %90 38 -3/8" +7Q' 90 +70' -90 +70r -90 +7a• -90 +74+� +T0+ -90 +TOJ 90 +TOJ -90 +701 -90 +70J -90 +T0/ -90 +TO / -90 48" +7Q' -90 +70'90 +7-90 +7Q'�JO +70'90 +70► -90 +TN-90 +701 -90 +701 -90 +701 -90 +701 -90 +T0/ -90 = 50 -5J8" +70rsJ0 +70'80 +70' -90 +70V 90 +70� 90 +70' -90 +TQJ -90 +701 -90 +701 -80 +701 -90 +70J -90 +701 -90 g80" +70V -90 +TOF' -90 +70'�JO +74' -90 +70' -90 +70' 90 +T(Y -90 +70 / -90 +70!•90 +701 -90 +70i -90 +701 -90 � 63' +7ty -90 +74.90 +70! -rJ0 +7Q' -90 +70+ -90 +70l -90 +70' -90 +701 -90 +701 -90 +701 -90 +T0/ -90 +70/ -90 72" +7x'90 +70' -90 +70!90 +70'90 +70' -90 +70' -90 +70' 90 +701 -90 +701 -90 +701 -90 +701 -90 +70/ -90 78" +70190 +701-90 +70' -90 +TO' -90 +TQ��JO +7tY -90 +70' -90 +T0/ -90 +70/ -90 +70J -90 +70f-9D +70/ -90 84" +74V -90 +70' JO +70190 +70' -90 +70'90 +70' -90 WINDOW FRAME HEIGHT ASSEMBLY TUBE 10' MAX. � ADDITIONAL ANCHOR (dj. IF REQ. T7 I �, r� f WINDOW WIDTH f FOR GLASS TYPES: TABLE 14: 5) 7/8" LAMI. IG: (1/8" T - 7/16" AIR -1/8" AN -.090" PVB -1/8" AN) 4'PPi0vrd INc(PA!jAylk'aWththt t'Ipi'irlri' ?•;rltilYll ode i?atr- c o 1}'A)At!' M191,11 Da a Pro im 'if jf WINDOW �'� 'f HEIGHT J- WINOOW a WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. � yLL f�- U TABLE 15: O J_ LL 0 do d w boo f0 ZIP W 0Z NO _Z W Y FRAME W' 0 a� C �Q ASSEMBLY O a W 10' MAX TUBE TABLE 16: T WINDOW m HEIGHT ® p N rn MWn � r WINDOW ADDITIONAL p ii x WIDTH ANCHOR i t m'en (4), IF RE Q v U o - SEE SHEETS 1 & 4 FOR WINDOW ANCHOR > n `-� LOCATIONS AND QUANTITIES. SEE SHEET o z z 3 FOR ANY ADDITIONAL ANCHORS 11111111 U REQUIRED FOR THE FRAME ASSEMBLY �� TUBE. A. �•`��`�••�,.civsF'• � � No. 58705 _ SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS �-1J ; • W REQUIRED FOR THE FRAME ASSEMBLY �'P ST TE OF Jt!` TUBE. �'��'' PLORXIDI / �"/;sS IONA1 -�, NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYNN MILLER, P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P,E.#68705 Design Pressure {pst) for Single Windows, All Anchor Groups a Window Width under 23 25.95!16" 273!4` 30' 33. 112` 35" 37" under 23• +7a -90 +701 -90 +70190 +70/ -90 +70f-90 +70t -90 +7a-90 ZS- 15116" +7a -90 +701 -90 +7a -90 +70 %90 +7a90 +701 -90 +701 -90 38 -3/8" +7a-90 +70190 +7a90 +70190 +70/ -90 +70/ -90 +701 -90 48" +701 -90 +701 -90 +701 -90 +70/90 +7a -90 +70t 90 +70/-90 z 50.5/8" +70f-90 +7a -90 +7x-90 +TQ / -90 +701 -90 +70/-90 +7a -90 6Q" +7W.gQ +70190 +7a90 +70r -90 +7a90 +7a -86.6 +7a -84.6 63" +7a90 +7Q1 -90 +70!90 +70190 +701 -67.2 +70/ -84 +Ta -79.9 72" +70f-90 +7a -9Q +7a -88.5 +701.81.5 +601-70 +801.89.4 +6a -67.8 TS" +7a -90 +TO! -90 +7a -86.3 +7Q1 -78.7 +80/87.2 +8fl/ -85.2 +6a -83.3 6a" +-101-90 Design Pressure (pat) for Windows Attached to a Vertical Frame Assembly Tube Window Width WINDOW under 23' Window Width 27314' 30 m 35" under 23' 25.95/18' 27.314• 30• 33 -1/2• 35' 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A, C& D A 8 .0 D A B C &D B A,C &D A B C &D A B C &D B A,C &D B A,C&D +7a90 under 23• +0/90 +7a90 +la90 +1o/ -so +Taco +Ta -eo +7aaa +TOr�o +Tam +70f.90 +ro1.90 +Ta -eo +70/.90 +Tor -90 +7a-eo +lor�o +Tal -90 +TOJ.eo +Tal so +7x-90 25.15116• +701-90 +70/90 +70/ 84 +7oh90 +70/.90 +70f.90 +70/ -80 +7W -90 +7a•� +7a90 +7a-90 +701 -90 +70f-90 +Ta -90 +ra-90 +7a -90 +Ta-90 +7or90 +701-90 z 363x6" +70/ -90 +Taa1.6 +7orso +TO�90 +7a -s1.3 +sago +6or -61.6 +701-90 +7a-90 Design Pressure (pat) for Windows Attached to a Vertical Frame Assembly Tube Window Width WINDOW under 23' Window Width 27314' 30 m 35" under 23' 25.95/18' 27.314• 30• 33 -1/2• 35' 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A, C& D A 8 .0 D A B C &D B A,C &D A B C &D A B C &D B A,C &D B A,C&D +7a90 under 23• +0/90 +7a90 +la90 +1o/ -so +Taco +Ta -eo +7aaa +TOr�o +Tam +70f.90 +ro1.90 +Ta -eo +70/.90 +Tor -90 +7a-eo +lor�o +Tal -90 +TOJ.eo +Tal so +7x-90 25.15116• +701-90 +70/90 +70/ 84 +7oh90 +70/.90 +70f.90 +70/ -80 +7W -90 +7a•� +7a90 +7a-90 +701 -90 +70f-90 +Ta -90 +ra-90 +7a -90 +Ta-90 +7or90 +701-90 z 363x6" +70/ -90 +Taa1.6 +7orso +7a-90 +TO! -81 +701-90 +Tajo +7a -90 +701-90 +7a-90 +7a90 +7a90 +70f-90 +Ta -eo +Tor -ea +7orao +7aso +7a90 +7o /ao +7a -90 q8' +7p/ -73.1 +1.87.3 +70190 +7a-9Q + / -8�E.8 +1a-90 +7x90 +Ta90 +7a-� +7a -90 +Ta -87.8 +7a90 +701 -90 +70/-78.6 +7a -90 +701.90 +7fl /90 +Ta -88.9 +701 -90 +701 -79.9 !30518' +l-�.3 +/•54.3 +701-90 +7x90 +1 -81.4 +70190 +701-90 +7a-90 +7a-90 +7a90 +Ta -83.2 +70f,90 +7a90 +70/ 7d.8 +7a90 +7a�9.2 +70190 +701 -84.3 +70190 +8a.87.2 60• +1..58.5 +/.48.8 +701 -84.7 +701 -90 +/.51.8 +701 -8i.2 +70/ -� +70175.9 +7a-� +7a -B9.6 +7a -70.2 +7a90 +701 -80.3 +/ -62.9 +7a-90 +70/ -78.2 +7a -88.8 +70171.2 +70/ -84.8 83" +1.55,7 +/ -43,8 +701.80.7 +1a -89.5 + /.qg,3 +701 -77.3 +70l -94 +70t 72.3 +70!90 +701.85.3 +i -88.9 +701.80 +701 -78.8 +/ -58.8 +7a•87.2 +TOt 71.8 +701 -84 +J -67.8 +70/ -79.9 Design Pressure (psf) for Windows Attached to a Horizontal Frame Assembly Tube Window Width WINDOW under 23' 25- 15/18" 27314' 30 33.112` 35" 3T TUBE Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All AU All All B A, C& D A B C& D A B C& D under 23" +7a90 +70!90 +7x90 +70/ -90 +7a -82.i +7a-9Q +7a 90 +70178.5 +70190 +Ta -90 +7x74.3 +7a90 25.15/18" +70J9Q +7a-90 +74190 +701.90 +70/ -9fl +Ta90 +7a -88.8 +70! 90 +7a-9Q +70 %84 +70190 +7x90 38 3/8' +7x90 +70140 +70190 +70190 +7x-90 +701 -90 +701 -90 +70!90 +7a90 +70! 94 +70t -90 +7x90 ,€o• +7a90 +701 -90 +70/ +701 +7a -94 +Ta so +7a90 +Ta -90 +701 +701 +7a-90 +701 +701 +7o/ -eo +la so 50 -5/8' +Ta90 +70f-90 +7x-90 +70/ 9Q +70f-90 +70194 +70/ -90 +701 -90 +7a90 +70190 +7a�I0 +7a -90 � 80• +701 -90 +7x90 +7x-90 +70/ -90 +7a -90 +7a -90 +7a -88.8 +701 -88.8 +70/ -88.6 +701.84.8 +7a -84.6 +7a -64.6 � 63' +70! 90 +Ta -90 +Ta -90 +70/ 90 +701.87.2 +7a -87.2 +7x-84 +701.84 +7x-84 +70179.9 +7a -7S.9 +701 -79.9 72` +701 -90 +7a90 +7a -88.5 +7a -81.5 +6aJ0 +8x70 +6a -69.4 +6a -69.4 +50/ -89.4 +6a -S7.8 +8a.8T.8 +801.87.8 76' +7a -90 +70f-90 +1a -86.3 +70!78.7 +8a.87.2 +801.87.2 +807.85.2 +8a -85.2 +&a.85.2 +80153.3 +8x93.3 +80!•83.3 84' +7x90 +701 -90 +7a -61.3 +60/70 +801 -81.6 +801.61.8 WINDOW FRAME HEIGHT ASSt�fBLY TUBE 10' MAX. ADDITIONAL ANCHOR �a }, IF REQ. WINDOW WIDTH TABLE 17: FOR GLASS TYPES: 6) 7 /8" LAMI. IG: (3/16" AN -114" AIR - 3/16" AN -.09011 SGP - 3/1611 AN) Appf'0VC4 USC0410 49Wi!htke u u u " u tr Flaridn !lulling Cede 8) 7/8 LAMI. IG: (3/16 T - 114 AIR - 3116 AN -.090" SGP - 3/16 AN) lute, M aeni 0 der roduet Cerro g�,��,� WINDOW HEIGHT WINDOW WIDTH Jac'' SEE SHEETS 1 & 4 FOR 6 WINDOW ANCHOR a ti LOCATIONS AND QUANTITIES. z Q 06 m U » � 3 Z Z a� TABLE 18: r ems- J 80 C5 O c o W U 4 a0 d 1JJ h0 ti mH ❑ Z Z to s-' Y � °' w cis 2 w $ Q FRAME ° 0 0 Q U 10" MAX. -� ASSEMBLY TABLE 19: I TUBE m ® p C4 N N WINDOW aI in M HEIGHT p WINDOW FRAME p �` HEIGHT ASSEMBLY i- i v m •C6 TUBE I WINDOW ADDITIONAL l_ z 0 0 "� WIDTH ANCHOR' a Y o a � 10" MAX (4). IF REQ. oZ ADDITIONAL. SEE SHEETS 1 i£ 4 FOR WINDOW ANCHOR ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET t t I t I ► (4), IF REQ. 3 FOR ANY ADDITIONAL ANCHORS ` �� i 'LYNN Aft REQUIRED FOR THE FRAME ASSEMBLY �� ON •, ....... i WINDOW TUBE. �� '�� • �GENS� • FAQ i� V WIDTH • SEE SHEETS 1814 FOR WINDOW ANCHOR _= No. 58705 LOCATIONS AND QUANTITIES. SEE SHEET - 3 FOR ANY ADDITIONAL ANCHORS '.• �_- REQUIRED FOR THE FRAME ASSEMBLY ;'A 119 OF TUBE. • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A. LYNN MILLER, P.E. P.E.# 58705 a Design Pressure (psf) icr Single Windows, All Anchor Groups Window Width under 23' 25- 15/48` 27 314' 30" 33.1!2' 35 37` under 23" +801 -130 +gp1 -130 +e01 -130 +901 -930 +9p1 -130 +8a -130 +gpl -13Q Anchor Group 25- 15!40` +8Q/ -130 +801 -130 +801 -130 +801 -130 +9a -130 +9a -t30 +gpJ -i30 B 383!8' +90/ -130 +901 -130 +90%130 +901_130 +gp1 -130 +9a -130 +gpJ -i30 B 48` +901 -130 +901 -430 +901 -130 +901 -130 +90/ -130 +901 -130 +ga_430 = 50 -518" +90/ -130 +90/-130 +90/ -130 +gp/_130 +9p1 -130 +90 / -i30 +9p/ -130 +701 -94 Lib' +9Q/ -130 +90/ -130 +9Q/ -130 +901 -130 +80/ -130 +9a -130 +901 -130 +70190 83" +801.130 +901 -130 +901 -130 +901 -130 +901 -130 +901-130 +90l- -130 +701 -90 72' +90/ -130 +90/ -130 +90 %130 +g0/ -130 +901 -130 +901 -124.8 +g0i -115.7 +701 -90 78' +90 %130 +901 -130 +9p/ -130 +g0/ -130 +9a -12S.2 +9p/_118.7 +90/ -109.8 s 84' +801 -130 +g01 -130 +901 -130 +901 -430 +9p1 -118.4 +701 -90 +Ta -90 Oeslgl Pressure (pst) far Windows Attached to a Vertical Frame Assembly Tube Window Width under 23" Windom Widh 2T -314" Ifl 33 -112" under 23" 25.15148° 273/4" 30" 33.112" 35" 37° Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Grasp All A B C D A B C &D B A,CBD A B C &D A B C &D B A,C8�D A B C &D +701 -74.3 under 23" +701 � +701 -90 +TOI -90 +701 -90 +TOt -90 +701 -90 +701 -94 +701 -90 +TQ' -90 +Ta -90 +Ta -90 +701 -90 +7a -90 +TO/ -90 +7a -9ti +70190 +7a -9Q +70 / -90 +701 -90 +781 -90 +7a -90 25. 15118" +701 -90 +701 -90 +701 -90 +701 -98 +701 -� +701 -90 +701 -90 +70 / -9Q +7a -90 +70/ 90 +701-90 +701 -90 +7a -9Q +701.90 +7a -9Q +70190 +70190 +701 -90 +701 -9Q +7a -90 s 36 -318" +701 -90 +7a -71.8 +701 -98 +701 -90 +701 -84 +701 -90 +Ta -90 +7a -90 +7a -90 +701 -90 +7a -90 +701 -90 +7a -90 +701 -90 +7a -90 +701 -� +7a -90 +701 -90 +701 -9Q +70190 � 48" +7x•73.1 +l -57.3 +701.98 +701.90 +1 -84.8 +70190 +701 -90 +7x90 +7x-90 +701.90 +Ta -87.8 +7a -90 +7x-90 +7aA0 +7a -90 +7x90 +701 -90 +781 -90 +7Q' -88.9 +7a -90 �50 -518" +1.89.3 +1 -54.3 +Tx -90 +Tx -90 +1.61.4 +70!90 +701 -90 +7x -90 +70V -� +7a -90 +7x -83.2 +701 -90 +701' -90 +70190 +7a -90 +70/ -SQ2 +701 -90 +70190 +Ta -84.3 +70190 +Ta -90 60" +t -58.5 +t -45.8 +?x -84.7 +TQI -90 +i -51.8 +7a -81.2 +7x -� +7Q' -75.9 +Ta -90 +701 -89.8 +Tx -70.2 +Tx -90 +7x -80.3 +701 -78.8 +1x-90 +701 -75.2 +Tx -90 +701 -90 +701-71.2 +701 -90 83" +1 -55.7 +1 -43.6 +781.80.7 +7a -89.5 +1 -49.3 +1a -77.3 +7x-90 +7a -723 +Ta -90 +7Qi -65.3 +1 -88.9 +701 -90 +70176.5 +7x -74.9 +70' -90 +701 -71.6 +701 -90 +701 -885 +i -87.8 +7x -90 Design Pressure (psi) for Windows Attached to a Hodzontat Frame Assembly rube Window Width under 23" 25- 15/18" 2T -314" 30" 33 -112" 35° 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group AU All All All B A. C A D A B C& 0 A B C& D udder 23" +70190 +701 -90 +701 -90 +701-90 +70/ -82 i +7x -80 +7x-90 +Ta -78.5 +70/ -90 +701 -90 +701 -74.3 +7a -96 25- 15118" +70180 +701 -90 +70! 90 +70190 +7x-90 +7a -90 +7a -88.8 +70190 +7x-90 +7x-84 +701 -80 +7x-90 38 -318" +70190 +701 -90 +7x90 +701 -90 +7a -90 +7x-90 +7x90 +70i -90 +70190 +701.90 +701 -90 +7a -90 � 48" +701 -90 +70190 +70180 +701 -90 +Ta90 +7a -90 +70/-90 *701 -90 +701 -90 +7a90 +70180 +Ta -90 s 50518" +70190 +7x90 +70/ -90 +701 -90 +Ta -90 +7a -90 +T0/ -90 +7x -90 +701 -90 +Ta -90 +701 -90 +Ta -90 80" +70180 +7a -90 +Ta -90 +70190 +7a -90 +7a -90 +70!90 +701 -90 +7x90 +7a -90 +7x80 +7x-90 � 63" +701 -30 +70!80 +701 -90 +70!90 +7a -90 +701 -90 +70! 90 +701 -90 +70190 +701 -90 +lOt 90 +7a -9Q 72" +701 -90 +701 -90 +70/ 90 +70/ -90 +70( -90 +7a -90 +701 -90 +701 -90 +701 -9Q +7a9Q +70190 +7a -90 7S" +70190 +70190 +701 -90 +701 -90 +Ta -90 +7a -90 +701 -90 +7a -90 +Ta -90 +70180 +70! 90 +701_90 84" +701 -90 +701 -90 +701 -90 +701 -90 +70/ -90 +7a -90 • TABLE 20: Item Dwg. # Description Material 1 7002 In Frame Head, Sill & Jamb 6063 -T6 Alum. Z 7071 Anchor Plate 6063-T6 Alum 3 7003 Sash Top., Bottom & Side Rail 6063 -T6 Alum. 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip .187" x.275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 Tie 8arAssembly Steel or SS 15 7028 Maxim Dyad Operator, WW< =24" Steel 16 7027 Maxim Dual Arm Operator, WW >24" Steel 17 7030 O eratorGasket Vinyl Foam 18 7031 Operator Bacldng Plate Steel 19 7051 Operator Spacer Block Nylon 20 7032 Stud Bracket Steel 21 7033 Operator Track & Slider Dual Arm Steel 22 7023 Egress Hinge (Heavy Duty), Manul. by Truth Steel 23 7050 Egress Hinge /Washable (1-11)), Manuf. by Truth Steel 24 Snubber Anti - blowout Clip Steel 31 Dura Seal Spacer Steel 32 1713 Setting Block 5/32" x 3/16" x 1 -1/4" EPDM 33 1714 Setting Block 5/32" x 7/16F x 1 -1/4" EPDM 35 7036 Laml Bead B 6063 T6 Alum. 36 7042 Laml Bead C 6063 -T6 Alum. 37 7059 Laml Bead 0 6063 -T6 Alum 38 1224 Vinyl Bulb Ws Thick Flex PVC 70 39 1225 Vinyl Bulb Wst Thin Flex PVC 70 50 Dow 899 Silicon Backbedding 60 7006 Screen Frame 3105 -1-114 Alum. 61 7040 Screen Corner Key Polypropolene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Stainless Steel 70 134 Add -on Flange 6063 T6 Alum. 71 7004 Frame Assy Tube 6063 -T6 Alum. 80 #8-32x 1/2" Ph. Pn. Mach. Scr TYPE B Stainless Steel 81 1157 #8 x 1/2" Ph. Pn. SMS Stainless Steel 82 #8 x 5/8" Fl. Ph. SMS Stainless Steal 83 #8 x 7/8" Fl. Ph. SMS Stainless Steel 84 #8x V Fl. Ph. TEK Stainless Steel 85 #8 x V Quad Pn SMS Stainless Steel 86 #8 X 1 -112" Quad Pn SMS Stainless Steel 87 #10 x 1/2" Ph. Pn./TEK Stainless Steel 89 #10-24 x 9/16" Ph. Pn. TYPE F Stainless Steel 90 #12 x 1" Ph. Pn. TEK Stainless Steal ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR AS T SASH IYNN•Mj4��i�i�� `� �'t�` •'��OENSF• '•F,p 'i �r:•. :fit' * ' No. 68705 A-3 �, 9 rt_l �(�•' STATE OF s /ONAS- . A. LYNNSIIILLER, P.E. P.E.# 68705 .062" NOM. 2.919" .439' — 2.784- FRAME HEAD, SILL & JAMB #7002, 6063 -T6 1.358° .441° .095° J (�)ANCHOR PLATE #7071,6063 -T6 35 BEAD B #7036, 6063-T6 —1 �— .172" .870' .05T [.-- .609' 37 BEAD D #7059, 6063 -T6 r-1. NNER ITF11 rcetj � � i "qvlj 434" 062" " 1.159" 3 SASH TOP, BOTTOM & SIDE #7003, 6063 -T6 i .040" 1.00tt' .423' f I FIXED 60 SCREEN FRAME #7006, 6063 -T6 .523' --+�•� }-R� .8' J 36 BEAD C #7042,6063-T6 Revision: Revision: 1— 2.203' 2.203' .093' .093" to ADDON FLANGE #134,6063-T6 Description: Drown 13v. BOM AND CORNER VIEWS I J ROSOWSKi 1070 TECHNOLOGY DRIVE Title: Date: N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 P.O. BOX 1529 NOKOMIS, FL 34274 Series /ktodel. stole: Sheet Drowing No. Rev: CERT. OF AUTH. X29236 CA -740 NTS 10 OF 10 M D- CA740 -LM 1.124° - .125" 2.7101" .062" .093' 71 FRAME ASSEMBLY TUBE #7004, 6063 -T6 1— 2.203' 2.203' .093' .093" to ADDON FLANGE #134,6063-T6 Description: Drown 13v. BOM AND CORNER VIEWS I J ROSOWSKi 1070 TECHNOLOGY DRIVE Title: Date: N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 P.O. BOX 1529 NOKOMIS, FL 34274 Series /ktodel. stole: Sheet Drowing No. Rev: CERT. OF AUTH. X29236 CA -740 NTS 10 OF 10 M D- CA740 -LM , 11 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 7 /16 -LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. B. 7/16 � " LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. C. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. D. 716" .LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. E. 7i$" IAMI I. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1 /4" AIRSPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" A,.090 PVB, 3/16" HS). F. 7 /8" LAM[ I.G. CONSISTING OF (1) LITE OF 3116" TEMPERED GLASS OUTSIDE, 1/4r AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3116" HS,.090 PVB, 3/16" HS). G. 7/8" LAM) I.G. CONSISTING OF (1) LITE OF 3116" TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" A,.075 VANCEVA, 3/16" HS}. H. 710" LAMI I& CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.075 VANCEVA, 3116" HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. ®. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300-02. 3. CONFIGURATIONS: X O, xX, x0, XXO. 2XX , O� xo• XXXX, .0, 9.xxx, OR OXXO WHERE Q REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW -RISE SILL THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, XX, AND 2 UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. AAA NCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. T. REFERENCES: TEST REPORTS: FTL -4311, FTL -4312, FTL-4315, FTL- 4527, FTL -4528, FTL -4529, FTL -4530, FTL -4921 AND FTL -5941. ® ANSI /AF &PA NDS 2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). "Swxr LT. YEARS. 10 7ECHMMOOYARA E NOKOMIS, FL 34276 P.O. BQX 1628 NOKOMIS, FL 34274 t. GENERAL NOTES AND DRAWING ALUM. FRENCH DOOR # SIDE LITiES, IMPACT FV750 1 a 12 1 8000.91 1 E NOA DRAWING MAP TOPIC SHEET GENERAL NOTES............ 1 CONFIGURATIONS ........... 1 GLAZING DETAILS........... 2 DESIGN PRESSURES...... 3 ELEVATIONS .................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS........... 6 PARTS LIST ...................... 7 EXTRUSIONS ................... 8.9 ANCHORAGE .................... 10 -1; (14N M/tZ cu` x'4//43 /ONAti A. L 4 fii1UAR, P.E. FL P.E.# 58705 7/16" NOM. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS - .090" DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED GLASS �mow"N' gXTERER 91 OR 92 105) 5/8" GLASS INTERIOR -* '*-,- SETTING BLOCK GLA_ CETAtL 7/16" LAMI GL 1 PVI4 INTERLAYER EXTERIOR EXTERIOR 7/16" NOM. 3/16" ANNEALED OR HEAT STRENGTHENED.GLASS .075" VANCEVA INTERLAYER ,3/16" HEAT STRENGTHENED GLASS .'JIII • 93 OR 94 105) 5 /8" INTERIOR . GLAZING DETAIL `SETTING BLOCK 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 7/8" NOM. 3/16" TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 5 /S" GLASS GLAZING DETAIL "— SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER NOOCHAWES MIS ET 3/16" TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .075 VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS 6balIIIIIG EXTERIOR ERIOR 5/8" INTERIOR GLAZING DETAIL "— SETTING BLOCK 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER E GLAZING DETAILS NO MIA FL 3W55 „xx P.O. BQX 150 ALUM. FRENCH DOOR & SIDE NOKOMIS, FL 34274 s FULd 2 w 12 � IMPACT M � a. EM VjNN,M1CrF�T of Nse R0.58705 • Ol * I� �� w -o t OF �►� •'• _.TA : • Z� (� • •• aias?�oA•'�C��` � ��, StONAL ��.�. A. LllNI�l I(AtLbk, P.E. FL P.E.# 68706 Table 1. Maximum Design Pressures (psf) 4 Configuration Width (in) Allowed Glass Types Height (in) '7 314 6 83 14" (7Q} 87 3!4" 99 3!4" 95 314" (80) -- -' �1, E ++ -70;fl -80.0 + 0.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +'100.0 -100.0 +100.0 -100.0 , �C X71 314" ��` A,E J� +7- .Si +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Full Jamb 3611/16" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 * -80.0 +70.0 -80.0 C,G 1+100.0 +100.0 - 100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Sidelite Narrow .iamb 3011/16" C,G -100.0 +100.0 - 160.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 3311/16" C,G +100.0 - 100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 97.4 3611/16" A, 0, E, F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 ;.fto C,G +100.0 -100.0 +99.9 99.9 +96.3 -95.3 +91.4 -91.4 +87.9 -87.9 DH +100.0 7100.0 1 +100.0 -100.0 +100.0 -100.0 +100.0 1 -100.0 +100.0 -100.0 H - I - - A-- 9HP"-- UW-rvj:k_Wti _ -- ? � FTL -4311, 431'2', 4315 B - 7/16" LAMI (3/16"HS,.090 PVS, 311fi "HS) UPGRADE FTL- 4311, 4312, 43151 C - 7116" LAMI (3116"A,.075 VANCEVA, 3 /16 "HS) FTL- 4527, 4528, 4529, 4530 D - 7116" LAMI (311WHS,.075 VANCEVA, 3 /16-HS) UPGRADE FTL-4527, 4628, 4529, 4530 E - 718" LAMI I.G. (3116 "T, 1/4" Alit SPACE, 3/16 "A,.090 PV8, 3116 "HS) FTL -4311, 4312, 4315 F - 7/8" LAMI I.G. (3116"T, 1/4" AIR SPACE, 3/16 "HS,.090 PVS, 3 /16"1-IS) UPGRADE FTL -4311, 4312, 4315 G - 718" LAMI I.G. (3/16 "T, 1/4" AIR SPACE, 3/16"A,.075 VANCEVA, 3 116 "HS) FTL -4527, 4528, 4529, 4530 H - 718" LAMI I.G. (3116"7, 1/4" AIR SPACE, 3 /16"HS,.075 VANCEVA, 3116"HS) UPGRADE FTL -4527, 4528, 4529, 4530 OVERHANG LENGTH OVERHANG HEIGHT O G NOTES: 1. IF USING THE OPTIONAL LOW-RISE SILL (PART 10, SHEET 8 OF 12), THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE ( +) DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELiTES. (REF. FTL -5941) . ON.( ......l�9 /�� * No. 58705 • jr PJ 10M a LfMT9TA5W t T0ASTMif 130 W rewc 0 � � ��► • • • A . • DESIGN PRESSURES R La .R.O Tom cNNOLaornrrE .. > C N0TIA~F0Rt0W Rl8E81 NOKOM14 FL 34278 orr o o M` � P.O. Box I= ALUM. FRENCH DOOR & SIDE LITES, IMPACT ''ii'9 /ONAL ��`� c ors: NOKOMiS, FL 34274 s«r�waae away sees or wlgNa A. LYNkIG(li_L9A P.E. J23/o4 t.T. 418/05 FD780 NTS 3 w 12 8000.91 1 E FL P.E.# 58705 95 3/4« MAX. HEIGHT ALL DLO ALL 7313116" MAX. WIDTH FOR XO 37« MAX. WIDTH 25« MAX. DLO ALL X UNITS X 110 518« MAX. WIDTH O 713/4' MAX vvloTl•I� xx NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. FffM L.T NOOlAN1 ES THIS "kT ►o TEr,MVCr OCWDRW NOKOW, FL 34276 W r6 7a. x L 24 MKO 0X0(4 (SHOWING EACH VERSION 3611116« 3611/16« MAX. WIDTH MAX. WIDTH t MAX. DLO t- MAX ---lil O (FULL JAMB) O (NARROW JAMB) EXAMPLE ELEVATIONS wft ALUM. FRENCH DOOR & SIDE LITES, IMPACT M750 I NTS 1 4 d 12 1 8000 -11 1 E uc r uviso . sn wwabfs mil* fw Fw" 1111111 NNN - yl LYNN ly�l,�i��i • No. 58705 .'0. to 11111 • WS 0••' STATED i �••' •. FLORID�`.•'•Ui�� ,SI4NAL �� `�• A. LYNitl�lillll.L�F , P.E. FL R.E.# 58705 VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX, DLO EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL VERTICAL SECTION B OUTSWING HEAD ^^ ORIGINAL VERSION TOP RAIL ALTERNATE VERSION TOP L&N-A ORIGINAL VERSION BOTTOM RAIL ALTERNATE VERSION BOTTOM A VERTICAL SECTION D OUTSWING SILL +aline � REV�80t►�ua sNOw�trSwwt�tz�a+�eorr0arrua.� VERTICAL SECTIONS a 1070 NOW"OSYDRlYE O ?tP8 0 ADMLOWNSESU MKOMIA, FL94.2ft " NOCNnNW8 *MSOWEr ALUM. FRENCH DOOR & a1/?G/1a D P.�D BqX f529 � aa.re amt n Dow IVOKOMI f!.5 R t�z�oa t.f ro FQ750 1/2 5 d 1'2 IMPACT :e/t L ier "vems �®g with tht F'hwJ& film6'ade �aec S 11111111 �x)p ..LYNN 4j44` Na.58705 to it 0, •, STAT o • �v '� �S••.?�CORIOP.•''G \�� ,ftNAI. A. LY�II�1Md&\, P.E. FL P.E.# 58705 OXXO HORIZONTAL SECTION SHOWING (1 ).OF EACH SIDE LITE TYPE a %l Nwyy !e 11y1U `71L/C LI 1 C (AT HINGE JAMB) im2w J. L. T. *7N8 fiW nilyVC i/Alvic I V "IiVVC JHIVIti SIDE ITM (NOT SHOWN ABOVE) ►0 Tfia*"Qoyomw w KWIS. ft 34276 P.o, eqx 1628 NOKOMtIS, R 34274 HORIZONTAL SECTION JAMB SIDE LITE ALUM. FRENCH DOOR & SIDE FD75o I 112 I 6 d 12 IMPACT kN r (� 1p IVft ttl� Ssof 0, • • FLOR10 ' •` :� '981 ONP\ ; AY ��1L��, N P.E. FL P.E.# 58705 C+n75I1 nOnRlC1 ITEM DWGI DMCRWMN per'# FRAME M PARTS I MM FRAME- HEAD& HMMJAMB 6M 2 MMA OUT- SWINGSILL 680D3A 3 80040 Mr- SWINGSIMODVElt 6mm 4 8008 . M P 68MS S ---- -• HEAD,$1LL,&;AM WEATHFimp SCHLEoAL U8333 8500 6 8007 lSCPHWCoVM 68007 7 WM- IRMILLKATE 68009 8 ---I gRAMEASSEMBLYSCREW #8 X P PH AD 78IPQA 9 8032 $TItA %LJSNPSFAL M. 10 . .SM . OUT SW . SILL M 48058 1100lt PANIL S r- •- -•-- -- HEAD $tLL & JAMB WBATH P SCHLF(iAL U833371 20 som 014 6OD12 21 8014 TOPRA14 I)EDRODDIS 6M14 22 8013 BOTTOM RA14 MfREADEDROD DESIGN 68013 8029 8017 TOPSW[FP 68017 24 8010. Swap 68016 NIWMR -HFAD &SILL 686106 26 801 lAMQA4ACTjV9AINAC7fIVE 6 68015 St�3EW COV®t S02IB . IWARJUMMIAMPILDE 68 RIB 28 JMOA itj - 69M 116. YSCREW #8 X 1" PH AD 8. . PLATE 69118 30 4019. $-WE 6M19A 31 803$ 35 68039 32 »»� ---+ •!t • $ #6.32 x 114" -• ---*»� 33 A R '. . MTQ SCREW 012 x3/4" TRUSS HD 8039 .TRUS$CLAMP 34 60V M MTGL SCREW # x-1 1 USS HD ---- ---- -- 35 78K34PSTW A0D 5/16-18X 36" 8028 SI UTTEMADTRIM 68028 NUT 5/ 618 7990M)TA 37 9 : TRUSS CLAMP 6037SM 38 89330' IFMNM. ILIA MECHANISM ASHLAND 680338 34 10.24X 2 IM PH SCE 48M 40 • 1.ATCHAWYSORITWS 09 X 2" SS PHILLTR HD 79XMAX 41 8037 SHOOT jXXTERMUffAM 42 SM lSTAMMn&SABOLTS`W/SSR0DLSUUXVAN) SUF J81ILLOMONAW 68056 43. W31 ISMMBMTMM & SIMONE 49MI 44 2AMS LANTI)OW CORMNG $99 98:4 998 C)R V AUNT StIO0TBOLT (U M& STRIKESCREW 8.32 X 3B" SS PMMTR HD 78X38PFIX 45 SM91t ItIG?tV PLATEATASTRAGAL AC77VELlINmp w5110.43S1 46 8038L IINT- STRIKBPLATEATASTRAGIAL CTI M4M W511044S1 47 7/16" LAMINATED GLASS (YIiV ANN,075 VANC IMA, YIV HS 9 KE TESCRHWS 8-32X Mr SS PHILLTR HO X 48 .7/16" LAMINATED CRASS 16" HS 075 VANCEVA 31W PLA M_M=SCREW 6.24 1/2" FH 7612FP7X • 49 8036 $TWKEPIATHATHEAD &SILL 96 50 7/9" IAMI t.Q 160 T Na SPA 16" M.,090 PVB 3/16" HS MA ST .. SC S $S 8 X 1/2 PML.L PH 7858ZAX 51 . MIUMPLATE SCREWS MILL SS8X112PHILL. UNDERCUT FH 7MC12PFNUX 52 MI ACTIVETRIM SEI SHIAND 105 53 •8042 PA$S TRIM SEL AS ND 106 54 8044 STA 9-i =1 STi M PA S 8 1 VE LOCK GEA It ASHIAND 107 55 8814A TOP RAIL G BOLT DESI 68014A 56 8013A BOTTOM RAIL IAG BOLT DESI 57 VINYLBULBWSTP HICK) 5/I6" x2 U2" LAO BOLTS 7 rmwa NO Gf/WGE8 THIS SHEET ET7_?,"7 �] FD750 FUI.I.,JAIVIB SIDE LITE ITEM DwG# DESCRIPTLON PGr# I 8006 FRAME -HEAD SILL* JAMB 4 SM DRIPCAP 68MpS ? SCREW OOVBR 68007 7 SOW 2STAMPL.ATE 68009 8 -- FRAMEASS134BLYSMEW 08 X 1" PH QUAD 781 MA 20 8012 $Tltg 6801.2 21 8014 TOP RAIL 68014 22 8013 EOTTOM RAIL 68013 3$ HRFADEp OD 5/16 - 18X36° 1TRODA 36 FI.ANGI7 M NUT 916-18 799MUTA 37 8039 .CIA. MP 60378M 60 -- #8X314" PI•IS DRIVETEK SCREW 7804PSTW 61 8028 SIDELITHHFADTRIM 62 8029 JSIDELITEJAMBTMR 68029 FD750 NARItf? W JAMB SIDE LiTE I 8006 NIWMR -HFAD &SILL 686106 pR1PCAP 6 8007 St�3EW COV®t 68007 7 8009 INSTAMKATE b8009 8 116. YSCREW #8 X 1" PH AD 781. 21 014 TOP MAIL 68914 22 8013 . RAIL 68013 35 131?I? OD5/I6.18X36" A 36 -• ---*»� NUT 5/16.18 A 37 8039 .TRUS$CLAMP 60V M 60 ---- ---- -- #SXY4" PH MVETEKSCREW 78K34PSTW 61 8028 SI UTTEMADTRIM 68028 70 •8010 [MAMA JAMB 68010 ASSFABLY 1IT 80 89330' IFMNM. DOOR:ASSWBLYBEAM 680338 81 10.24X 2 IM PH SCE 82 #10.24 HEX NLJT 83 #12X I IM TRHDTPKSCREW 84 8956 SUF J81ILLOMONAW 68056 GLASS, BUDS & SIMONE 90 . -- ---- -� 2AMS LANTI)OW CORMNG $99 98:4 998 C)R V AUNT 91 7/16" LAMINATED GUM I6° AMrO9O PVB EW 92 7116" LAMINATED GLASS 16" HS 090PVB Y16" 93 » --» 7/16" LAMINATED GLASS (YIiV ANN,075 VANC IMA, YIV HS 94 .7/16" LAMINATED CRASS 16" HS 075 VANCEVA 31W 95 718" LAMI I.Q . 16" T U4" SPA 3/16" ANN .090P 3lIV' 96 -- »--- -- 7/9" IAMI t.Q 160 T Na SPA 16" M.,090 PVB 3/16" HS 97 718" IAMI 1.4 (M6" T, 1/4" SPACP, 3/16° ANN .075 VANCEVA 3116" fmM 98 ---- 718" LAMI I.Q (3/16!T. I /4" SPACK 3/16" HS. 075 VANCEV 3/16" . 105 8022 IRACK BEAD F:E6A 106 8026A SLBACKBEAD 107 8023A 7/16" BEAD 108 1907AA 7/8" IG BEAD 68024A 109 1 1224 VINYLBULBWSTP HICK) 6TP247 a TEOMMOGYMMAE NOKOWA FL 84210 P.O. BOX I= NOKOX04 PL 34274 PARTS LIST lrft- ALUM. FRENCH DOOR & raft%wetr a ena"c FD750 NA T d 12 ITES IMPAT 8000 -i =111; FAVJ1P R *YA die nod& %11111111 •• $O ?�\G�t4St; ••* �� I 5a7� iJ1'0S1 tj • t LLI 0 W of ' %,FSS1oNP;;.��` A. LYI�NIMIL!W�' P.E. FL P.E.# 68705 .062 1.000 j-1wT ---- 3.636 ---- -� #8006 6063 -T6 FRAME, HEAD, JAMB AND SIDELITE SILL -3.018 .050 7 #8008 6063 -T5 INSTALL PLATE --•f 1.278 .! .062 2.236 .050 .583 1.353 Pi 3.636 ---« -� O#8003A 6063 -T6 O #8004C 6063 -T5 A OUT -SWING SILL OS SILL COVER .583 T�- A6 ,&8#8056 6063 -T6 OUT-SWING LOW SILL 1.938 .100 8250 -.. 22 #8013 6063 -T8 BOTTOM RAIL 1.93 .100 8 0 1 8.250 - #8013A 6063 -T6 &BOTTOM RAIL, LAG BOLT DESIGN a THOWEEr L 1.83 4.434 F 2.000 In 3.990 - +----- 4.027 - 1.033 .050 Col 20 #8012 6063 -T6 STILE 1.931 F-0 4.434 #80146063 -T5 TOP RAIL #8014A 6063 -T5 55 TOP RAIL, LAG BOLT DESIGN Avwmisl, a xvs P.O. Box is" MWOMiS, R. *4274 T I Aw T 1.4167 1 .498 #8008 6063 -T5 DRIP CAP 1.840 .050 1.160 .040 O#8007 6063 -T6 SCREW COVER QZ3 #8017 6063 -75 TOP SWEEP 050 A. .797 2.240 #8016 6063 -T5 2BOTTOM SWEEP .075 2B #8015 6063 -T6 ASTRAGAL EXTRUSION PROFILES tm ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD7s0 1 112 1 8 012 r w illllll 705 S8 �. L %OAF • FCOR��A��% �,SSIONPAL �.`. A. LYNU M;ILt` h, P.E. FL P.E.# 58705 .142 �1.812� .742 075 Q - 2.260 ----i► .076 .353 .301 1 000 �--- 1.763--! �-+- 2.438 --•-� .100- ._.i� .a7z 27 #8021 B 6063 -T6 28 #8020A 6063 -T6 29 #8018 6063 -T5 .30. #8019A 6063 -T6 37 #8039 6063 -T6 GEAR HINGE, JAMB GEAR HINGE, COVER HINGE, BACK -UP GEAR HINGE, DOOR TRUSS CLAMP .. .050 .4'338" F ' 61 #8028 6063 -T5 SL HEAD TRIM .045 .442 .965 j4 9 10 #8022 6063 -T5 BACKBEAD T r-3.775 .1 .325 .1251 .050 #8056,6063 -T4 SUBSILL, OPTIONAL 1.169 T6.5 .045 � #8026A 6063 -T5 SLBACKBEAD .082 1000 70 #8010 6063 -T6 NARROW SL JAMB •750 .045 .818 r— #8023A 6063 -T5 0 7/16" BEAD o mcmoLOOrpmm MOKOMIS, -/-% 3WS P.O. BOX imp MWOMISF, FL 94274 .Q40 .437 .957 �--- �#8024A 6063 -T5 I.G. BEAD .12 O#80338 6105 -T5 FD ASS'Y BEAM t-- -2.31$ —�-� - A50 62 #8029 6063 -T5 SL JAMB TRIM EXTRUSION PROFILES ALUM. FRENCH DOOR & FD750 1 112 1 9 d 12 IMPACT 8000-11 1 E p � thrill ,k ; No 8870 *un w ,'p ••'• $ ?AYE o • •` A. LYUI WILLklRE, FL P.E.# 58705 12" � 9" a 641 6" 611 oil 6ur 11" 11" 3" MIN. HEAD & SILL. 11" 3" MIN. -- HEAD & SILL j '* 11" ATYP. ANCHOR t'&TYP. ANCHOR CLUSTER CLUSTER 10.571" (TYPICAL) (TYPICAL) MAX. 14.571" MAX. O.C. O.C. JAMB JAMB JAMB " AMB® A CH RO S 18.600" ANC, HORS �® ANC- HORS 18.500 NCA �HQRS HT. QTY. MAX HT. QTY. HT. QTY. MAX. HT. QTY. 963/4'-(5) O.C. 963/4'.(8) 96 3/4"- (5) O.C. A A 953/4'-(8) 913/4" - (5) 913/4'-(8) _T 913/4"-(6) (2) EQ. (3) EQ. 913/4" - (8) 7 87 3/4" - (5) 87 3/4" - (8) 87 314" - (5) SP. TYP. SP. TYP, 87 3/4"- (8) 833/4'-(6) 833/4'-(7) 83 314"- (5) 83 3/4" - (7) 79314'-(6) 11" 79 3/4" - (7) 11" 79314'-(S) 11" 793/4--(7) 11" p'I'AIL A (CONCRETE) DETAIL B {WOOD) A D, . TAIL C (CONCRETE) SEE NOTE 5 D`('All: p (WOOD) A (SINGLE PANEL) (SINGLE PANEL) (2 OR MORE PANELS REGARDING (2 OR MORE PANELS) ANCHOR TYPES: ANCHOR TYPES: •) F ENCIRCLED L ED , ANCHOR 'TYPES: OF ENCIRCLED ANCHt�R TYPITS. 1 OR 2 2 OR 3 i OR 2 ANCHOR 2 OR 3 LOCATIONS ANCHORAGE SPACING REQUIREMENTS:r„ 1. DETAILS A AND B ABOVE-REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D - 4- ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE - PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 -1' " EL LM CO2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREW (G5) CONCRETE SUBSTRATE USE TYPE 1 AT 13/8" MIN. EMBEDMENT OR TYPE 2 AT 13/4" EMBEDMENT. 1 314" MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 13/8" MIN. EMBEDMENT. 33. SINGLE. PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) HEAt11 ANR SILL ....:f "mAX _FROM FRAME CORNERS. JAMBS ...............:11" M/ FROM FRAME CORNERS, 18.500" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C. CONCRETE SUBSTRATE) HEAR ANQ SILL,•.. T Wk FROM FRAME CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS .... 11" MAX, FROM MME CORNERS AND 18.500" MAX. Q.C. 55. TWO dR MORPANEL CONFIGURATIONS: (DETAIL D. WOOD SUBSTRATE) t t t i i t 11 �� N•1 LYNN Mi HEAD AND SILL ...... 6" MAX. FROM FRAME CORNERS, AND AT 3 ". 0.9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS (CLUSTER OF 8). ��`� �`��•''�GENS ' �'� PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4 ". JAMBS .....................91" MAX. FROM FRAME CORNERS AND 14.571" MAX. O.C. -1 1 •� . n : No. 58705 DAW ' RodibW RSWVENOTE OTOANC MGEOVrSIDEM �0 , ��` S ' • •. F t LA To E ! PFJC twtm a REV1EANH OEPVR AN REVIWAOESAOA s,n ANCHORAGE SPACING rit C NO CHANSF THIS OfECr Nokomis, fl�rg ......... ••,.,. ! Gz CHAWWTAPCON'TO &TPACaw. ALUM. FRENCH DOOR & SIDE LITES, IMPACT �i`s /OMA1- ��` d1L of ro a P:O. eOX ts28 a r.rawc —re—M. arras oM, ea w� A. LYNI�IrI�Ay�.i.��R` P.E. Cie NOKOA11S, FL 34274 , 1�1G 1?J"1 4 L.L. .AleloS �Drbo i/4 10 w 12 8000 -11 E FL P.E.# 58705 A CONCRETE ANCHOR 114" MAX. (NOTE 1) (OROUT. NOTE 6 CONCRETE ANCHOR 114" MAX. SEE NOTE 1 GROUT, SEE NOTE 5 1 164. ' ..., , • _• :...: ;: ;� :. t � EMBED. x.:3.4 K I MI! ' i� ' •'_?'�. ''� •••�` SEE ` CONCRETE' .. ,- -•!'. :'`• .4.•p ��•�.:5•f. • '� NOTE 1 : 'i �, µ•Vi.. TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) 4.4 KSI MIN. ::'� ' •, °. CONCRETE ` ® fS CONCRETE ANCHOR, SEE NOTE 1 ;'EMBED• :.`;• SEE NOTE 1 eJ 1/4 MAX. SHIM Ak SEE .CONCRETE "'�. NOTE 1 • i r • a�'•''.4 t •.s ,, • OPTIONAL SIDE LITE SILL (SUBSILL TO CONCRETE) 1l4"® MAXI SHIM WOOD ANCHOR, 1/4" MAX. SEE NOTE 2 GROUT SEE 1/4" MAX. NOTE 5 GROUT SEE NOTE 5 3/8 MIN. 2x WOOD, SEE MIN. I NOTE 3 1 WOOD ANCHOR, SEE NOTE 2 2x WOOD, SEE NOTE 3 ® TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL (DIRECT TO WOOD) (SUBSILL TO WOOD) EXTERIOR INTERIOR E> (ALL HEAD & SILL SECTIONS) ®CONCRETE ANCHOR SEE NOTE t EMBED. SEE NOTE 1 1x WOOD SEE NOTE 3 2x WOOD SEE NOTE 3 WOOD ANCHOR SEE NOTE to 1 IN. 1 /4" MAX. SHIM A TYPICAL DOOR & SIDE LITE HEAD NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4' ULTRACONS OR 114" SS4 CRETE -FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4". MIN. EMBEDMENT: 1/4' ULTRACON -1 3/8.1/4"M CRETE -FLEX -1 3/4'. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4' SS4 CRETE -FLEX -1 318' MIN. EMBEDMENT FOR EITHER, 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK, 1x 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 THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT TO ALUM: THE MAIL SHALL BE A MIN. STRENGTH OF 6063 -TS AND A MIN, OF 1/8" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED, 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. ' cr�an> MUVxst .' r0*7=0 rxocoBraRrt� ANCHORAGE DETAILS C sro�trrFSru t}r�aav NOKOMIs, Fr 94zrs a c�WJGW •macaw rO'14TRaaau . P.O. gqx im ALUM. FRENCH DOOR & SIDE UTES, I K DOW WKOMIS, FL 94274 d d�.n►be�' sbWr mt"� v 4 L. 4,105 nrso 1/4 19 72 8000 -11 . ,t +�irrl LYNN No.58705 �.b a AT( O STATE OF '� �O�NAL � • •• N . T sr A.1 YN&' ILLhR, P.E. E FL P.E.# 58705 Is EXTERIOR INTERIOR (ALL SILL SECTIONS) CONCRETE A-ANCHOR 114" MAX. SEE NOTE 1, SHEET 11 GROUT, SEE NOTE 5 SHEET I WORD. 899 NOT-9 1, SHEV If --.t;:3.4 KSI TYPICAL DOOR SILL (DIRECT TO CONCRETE) INTERIOR (ALL JAMB SECTIONS) EXTERIOR 107 alawlo 9w maw AF IMSEE BED i NOTE 1, SHEET I 3.4 KSI MIN. CONCRETE A l/W' MAX. SHIM ---I �-- Imsfaw CONCRETE ANCHOR, SEE NOTE 1, SHEET 11 OPTIONAL EMBED. IFTIE $EE NOTE 1. SHEET 11 OPTIONAL DQOR SILL (SUBSILL TO CONCRETE) v wow 4, 00 AN SEE NOTO 2 1/4" MAX. GROUT SEE NOTE 5, A& SHEET 130 2x WD EE NOTE 3.7 SHEET 11— 1 TYPICAL DOOR SILL (DIRECT TO WOOD) EMBED. A SEE CONCRETE NOTE 1, A ANCHOR, SHEET 11 SEE NOTE 1, SHEET 11 CONCRETE ANCHOR, nil SEE NOTE'. SHEET 11 3.4 KSI CONCRETE OR 1.6 KSI MIN. CMU 1x WOOD, SEE NOTE *.- Y. SHEET 11 1/4" MAX. QHIM PtvL TYPICAL DOOR & SIDE LITE JAMB NOKWA FL 34215 P.a BOX lm NOKOMIS, FL 34274 e ten 2x WOOD, SEE NOTE 3, SHEET 11 1/4' MAX. SHIM-4 ANCHORAGE DETAILS WOOD ANCHOR, SEE NOTE 1, SHEET 11 1/4" MAX. GROUT, SEE NOTE 5, SHEET 11 I ALUM. FRENCH DOOR & SIDE FD= 1 114 1 12 -f 12 OPTIONAL n84 13/8" t 2 xvV66 D MIN. WS2E — EE NOTE 30- SHEET It_ OPTIONAL DOOR SILL (SUBSILL TO WOOD) CONCRETE ANCHOR, SEE NOTE 2. IMPACT 8000 L-11 I E o • LYNN VOENS, No.58705 Z 0 STATE OF //.,// . q//ONAi- A. LYU4 WKW, P.E. FL RE.# 58705 GENERAL NOTES: SERIES 720/820 IMPACT - RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND -BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30• IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 14/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1412" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8j MAX 1 /4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300 -09. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300 -M. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33413% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL -3836, 3850 & 7212; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSNAF &PA NDS FOR WOOD CONSTRUCTION - (2005) AND ADM ALUMINUM DESIGN MANUAL - (2005). 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. 12" MAX. O.C. _F_ ii 6' T MAX. - 92 -1/4' VISIBLE LIGHT - HEIGHT C - SHEE- T T 12" MAX. O.C. 96' TIP TO TIP HEIGHT -a- B fi F- 12" MAX. O.C. SHEET 6 TYP. FLANGED FRAME ELEVATION (TESTED UNIT) GUIDE TO SHEETS. GENERAL NOTES ........................ 1 ELEVATIONS . ............................... 1 GLAZING DETAILS ...... ..»»... -.-.. 2 -5 DESIGN PRESSURES ................ . 2-5 INSTALLATION, FLANGE ............. 6 INSTALLATION, EQUAL - LEG....... 7 INSTALLATION, INT. FIN A........... 8 INSTALLATION, WT. FIN B...........9 CORNER ASSEMBLY ...................10 EXTRUSION PROFILES ..............» 10 PARTS LIST ...... .............................10 TART F 4- 6' MAX. 1. S FIGURE 1: jr ` 1Y O.C. MAX. 12" O.C. / 1MAX�. 6" MAX. 48" BUCK WIDTH - 45414" VISIBLE - LIGHT WIDTH r-►D, SHEET 7 I DESIGN PRESSURE RATING 48" TIP -TO -TIP WIDTH VARIES, SEE SHEETS 2 -5 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 47" BUCK WIDTH 2 2 44 -114" VISIBLE 2 3 LIGHT WIDTH 3 4 1 B, SHEET 8 r 6" MAX. 5 , I , 4 6 A :ET 6 , A SH +EET 6 95" BUCK 5 I T HEIGHT 12" MAX. O.C. _F_ ii 6' T MAX. - 92 -1/4' VISIBLE LIGHT - HEIGHT C - SHEE- T T 12" MAX. O.C. 96' TIP TO TIP HEIGHT -a- B fi F- 12" MAX. O.C. SHEET 6 TYP. FLANGED FRAME ELEVATION (TESTED UNIT) GUIDE TO SHEETS. GENERAL NOTES ........................ 1 ELEVATIONS . ............................... 1 GLAZING DETAILS ...... ..»»... -.-.. 2 -5 DESIGN PRESSURES ................ . 2-5 INSTALLATION, FLANGE ............. 6 INSTALLATION, EQUAL - LEG....... 7 INSTALLATION, INT. FIN A........... 8 INSTALLATION, WT. FIN B...........9 CORNER ASSEMBLY ...................10 EXTRUSION PROFILES ..............» 10 PARTS LIST ...... .............................10 TART F 4- 6' MAX. 1. S FIGURE 1: jr ` 1Y O.C. MAX. 12" O.C. / 1MAX�. 6" MAX. 48" BUCK WIDTH - 45414" VISIBLE - LIGHT WIDTH r-►D, SHEET 7 I DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 2 -5 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 48" BUCK WIDTH 45 -1/4' VISIBLE LIGHT WIDTH ■*-- 6" MAX F, SHEET 8 2" MAX' H. SHEET 9 , I -C E, SHEET 8 I E, SHEET 8 SHEET 7 G, SHEET 9 i G. HEFT 9 or BUCK , HEIGHT T / 93 -114" 93 -114" i VISIBLE _ VISIBLE b' MAX. LIGHT LIGHT O.C. / HEIGHT — HEIGHT 96' BUCK HEIGHT T 1 �p --� I+- 12' MAX. O.C. 2 MAX F. SHEET 8 SHEET T H, SHEET 9 5" MAX. O.C. TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNIT) (TESTED UNIT) 1pe Description Sheet !` 7f I" Laml 311f"�►n - .t►80" PVB -3116" hS 2 2 7/16' Laml 3116- HS -.09(r PVB - 3116' HS - -" �— 2 3 14116" Laml. IG 116" T - 7116' Air - 3f18" An -.OW PVB - 3116" HS 3 4 14/16" Lemi. IG (3/16" T - 7116" Air - 3(16' HS -.OW PVB - 3116" HS) 3 5 7/16" Laml 116" An -.09(r SG - 3116" An 4 6 7116` Lama 3116" HS -.09(r SO -3/1r HS 4 7 1 -1/16" Lami. IG 3/16" T - 7/16' Alr - 3118" An -.09T SG - 3f16" An) 5 $ 1 -1/16" Lemi. IG (3116"T - 7116" Alr - 3/16" HS -.090'8G - 3116" HS) 5 "SG" = 'DUPONT°1 SENTRYGLAS INTERLAYER" BY E.I. DUPONT DENEMOURS & CO., INC. SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2.5. ANCHOR SPACING TO BE 6- MAX. FROM CORNERS AND 12' O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. WIDTH WIDTH - WIDTH - -i WIDTH WIDTH I-- WIDTH - w x --- WIDTH WIDTH --i I wI �I �+— WIDTH WIDTH -►I of I u0iI u__ I I �- MOTH -rI I"- WIOTH �I I w x l I x iL— —J iL J }-•�- WIDTH TI �I }�- WIDTH -�-{ S w x i a H a a W co Y r r N Nr od 0 �NQ a N Ci N C� Z Co N 8o to L r T-- J. W O S2 _ XS2 UU °oa� a LIJ I— Z 02 OD O Y = (�} a 91Y /AO a� �X Z Z O o °z D:z O LL O J r ® N W *a taaYS N Z Z Oz Q o Z 81A,s OO NN g W°w z x w EE a11u I vsoo Saves V?NIJ M/ 58705 :• � - �O SSAY F •' FSS, ON L 1111 A. LYNN MILLER, P.E. P.E.# 68705 H • ' TABLE 2! 7/1W LAMINATED GLASS STACK 3/1(' ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY 11-7/8- O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP- TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, F ND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TAR[ F 'A- Window Des n Pressure ( +N, psf) fair Glass_•fyQe , Long Side (in) 87 -718 72 78 80 84 88 92 98 100 104 109 -112 30 +1-80 +1.80 +1-80 +1-8 480 +1.80 +1.80 +1-80 +1-80 +1.80 +1-80 32 +1-80 +J -80 +1-80 +1=80 +ISO +1-80 +1.80 +1-80 +1-80 +1.80 +1-80 F�- Z m � 34 +/ -80 +1-80 +1-80 +1 -80 +ISO +1 -80 +1-50 +1-80 +1.80 +1 -79.8 +1 -79.4 36 + 1-80 +1.80 +i.80 +1 -80 480 +1 -80 +1 -79.7 +1 -77.2 +/-75.1 +1-73.4 +1-72.2 38 +1-80 +1-80 +1 -80 +1 -80 +150 +/ -78.1 +1 -75.2 +1425 +1-70.3 +/ -88.5 +1 -66.3 40 +1-80 +1-80 +1 -80 +1 -79.8 +1 -77.2 +1 -74.3 +1 -71.3 +1 -67.9 4651 +1 -83.4 +1-81.8 42 +1-80 +1-80 +1.80 +1 -77.4 +1-74.3 +1 -71.3 +1 -68.2 +1-84.7 +1-61.6 +159.8 +1 -58.2 S2 44 +1-80 +/-80 +1 -78.9 +1 -75.4 +/ -72.1 +1 -68.9 +1-85.6 +1522 +159.7 +1 -57.5 ' 46 +1 -80 +1 -80 +1 -77.2 +1 -73.6 +/ -70.1 +1-88.8 +/ -83.5 +1-60.3 + 1-57.7 0 48 +1-80 +1-79.3 +1 -75.8 +1 -71.9 +1-68.3 +1-64.9 +1-61.5 +1.58.2 50 +1-80 +1 -77.5 +1.74.1 +1-70.3 +1 -66.7 +1 -831 +/ -59.7 2 52 +1 -711 +1 -75.6 +1-72.4 +1 -68.8 +/ -65.1 +1 -61.5 to 54 +1 -77.4 +1 -73.8 +1-70.5 +l-87.3 +1-63.5 56 +1-75.8 +1 -72 +1 -68.6 +/-65.3 58 +1 -74.2 +1-70.3 +1-08.8 60 +1 -727 +1-88.7 +1-85 62 +1-71.2 +/ -67.1 64 +1 -69.7 +1-65.5 66 1 +1 -68.3 87 -7/8 1 +1-67 7/1W LAMINATED GLASS STACK 3/1(' ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY 11-7/8- O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP- TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, F ND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TAR[ F 'A- EXTERIOR a LASS TYPE 1 PVBINTERLAYER HEAT STRENGTHENED GLASS 5 /8- GLASS BITE LONG SIDE SHORT SIDE I- I::!:: f -- LONG SIDE -� SHORT SIDE y/ TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1 -1116" NOM. GLASS 7118" LAMINATED STACK -►j GLASS STACK Ik 31167 HEAT STRENGTHENED GLASS 3116' TEMPERED GLASS 3116' ANNEALED GLASS 7/16" AIR SPACE .090 - pV8 11 iNTERLAYER 5 USED AT CURVED TOT FRAME MEMBERS ONLY 29 61W Q 11 -71W O.C. MAX - GLASS BITE NOTES. 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP TO TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. EXTERIOR a GLASS TYPE 3 I SHORT SIDE SHORT SIDE LONG SIDE PROIDUCC RHNBWED as Comoying with the Florida Pluilding Code .•- AfBoP 7Vo '3 Miami Dade Product Corm© x N a �r Window Design Pressure ( +/-, psf) for Glass Type 3 Lang Side ([n) 67 -718 72 78 80 84 88 92 96 100 104 10942 30 +l-80 +1.80 +1-80 +1-80 +ISO +1-80 +1-80 +1-80 +1-80 +1-80 +1-80 32 +1.80 +1.80 +1.80 +1.80 +/SO +1.80 +1.80 +1.80 +150 +1.80 +1.80 F�- Z m � 34 +1-80 +1-80 +1.80 +150 +ISO +1-10 +1.80 +1.80 + 1-80 +ISO +1.80 36 +1 -80 +1-80 +1.80 +1 -80 + 1$0 +1-80 +1 -80 +1-80 +1.$0 +1-80 +1 -80 38 +1 -80 +1-80 +l-80 +1.80 +150 +1 -80 +1-80 +1 -80 +1-79.4 +178.4 +1-74.3 40 +1.80 +1$0 +1.80 +1.80 +ISO +1-80 +1-80 +1 -787 +173.5 +170.9 +1-69 42 +1.80 +1-80 +1.80 +1.80 +1.80 +1-80 +1.77 +1 -731 +1-59.8 +1.06.9 +1 -65.2 S2 44 +1-80 +1-80 +1-80 +1-80 +1-80 +1-77.8 +1-74.1 +170.3 +1.67.5 +1-63.9 ' 40 +1-80 +1 -80 + 1-80 +1-80 +1-79.2 +175.4 +1-71.7 +/-6&1 +1 -55.1 48 +1-80 +1.80 +1.80 +/.80 +1-77.2 +1-713 +/ -69.5 +1-65.8 50 +150 +1-80 +1-80 +1.79.4 +1 -75.3 +1 -71.3 +1.67.5 52 +1.80 +1-W +1.80 +1 -77.7 +173.5 +1-69.5 N 54 +1.80 +1-80 +/ -79.6 +1 -76 +1 -71.8 56 +1-80 +1.80 +1-77.5 +1 -73.6 58 +1-80 +1-79.4 +1 -75.4 60 +1.80 +1-77.8 +1 -73.5 62 +1.80 +175.8 64 +1-7&8 +1 -74 66 +1 -77.2 1 67.7/8 +174.9 EXTERIOR a LASS TYPE 1 PVBINTERLAYER HEAT STRENGTHENED GLASS 5 /8- GLASS BITE LONG SIDE SHORT SIDE I- I::!:: f -- LONG SIDE -� SHORT SIDE y/ TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1 -1116" NOM. GLASS 7118" LAMINATED STACK -►j GLASS STACK Ik 31167 HEAT STRENGTHENED GLASS 3116' TEMPERED GLASS 3116' ANNEALED GLASS 7/16" AIR SPACE .090 - pV8 11 iNTERLAYER 5 USED AT CURVED TOT FRAME MEMBERS ONLY 29 61W Q 11 -71W O.C. MAX - GLASS BITE NOTES. 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP TO TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. EXTERIOR a GLASS TYPE 3 I SHORT SIDE SHORT SIDE LONG SIDE PROIDUCC RHNBWED as Comoying with the Florida Pluilding Code .•- AfBoP 7Vo '3 Miami Dade Product Corm© x N a �r `` %% lllilt, /!7 �O, LYNN• mz l ��Q��,• yXGENSF'••�F.j� No. 58705 SAE F ••-1.z ,NNA /11[ A. LYNN MILLER, P.E. P.E.# 58705 nab �- p t O e otl 0 W N I- O� N Lri O -j A -j °a Z xff LL v- uMnfp = W r vwv_ xN d L o g 'ON F�- Z m � 5 Q oY rr Z to cs rJ Q I.L) QJQ] LL Q iga4S CO Ui ? -0 to Lu Z W Sion NN a� O CL Z w S2 h W x c aka LL -50 •nseQ 1861JOSI `` %% lllilt, /!7 �O, LYNN• mz l ��Q��,• yXGENSF'••�F.j� No. 58705 SAE F ••-1.z ,NNA /11[ A. LYNN MILLER, P.E. P.E.# 58705 TABLE 4: NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Window Design Pressure (+/-, psf) for Glass Types 2 & 4 1 -1/18 Nom. Long Side (m) 67 -7/8 1 72 76 80 84 88 92_ 96 100 104 109 -112 112 116 120 124 128 132 136 140 144 3118 TEMPERED GLASS 30 +1-80 +1 -80 +1.80 +1.80 +1.80 +1.80 +1.80 +1-80 +1-80 +1.80 +1 -80 +/-80 +1-80 +1.80 +1-80 +1-80 +1-80 +1.80 +1-80 +1-80 co Y 32 +1.80 +/-80 +1.80 +1-80 + /-80 +1-80 +1.80 +1.80 +1.80 +1.80 +1 -80 +1.80 +1 -80 +1-80 +1-80 +1 -80 +1.80 +1.80 +1-80 ®� 34 +1.80 +1-80 0-80 +1-80 +1-80 +1-80 +1-80 +1.80 +1.80 +1.80 +1.80 +1 -80 +1.80 +1-80 +1.80 +1.80 +1-80 11 -7/8" O.C. MAXFRAME al aS op 2 N 36 +1-80 +1-80 +J -80 +1-80 +1-80 +1-80 +1-80 +1 -80 +1-80 + /-80 +1-80 +1.80 +1-80 +1 -80 +1_80 +1-80 LL o 38 +/$0 + 1$0 +1-80 +1-80 +1-80 +/-80 +1-80 480 +1 -80 + 1-80 +1-80 +1-80 +1-80 +1-80 40 + 1-80 +1 -80 +1-80 +1-80 + 1-80 1 +/-80 +1-80 +1-80 1 +1-80 +1-80 +1.80 1 +1-80 42 + 1-80 +J-80 +1-80 +1 -80 +1-80 +/-80 +1-80 +1-80 1 +1-80 +1-80 +1-80 44 +1-80 +1-80 + /-80 +1 -80 +1-80 0-80 +1-80 +1 -80 +1 -80 +1.80 � 48 +/-80 480 +1.80 +1-80 +1.80 +1-80 +1-80 +1-80 +/-80 v 48 +1-80 +1-80 +1.80 +1.80 +1.80 +1.80 +1-80 +1 -80 50 + 1-80 +1.80 +1.60 +1-80 +1 -80 +1 -80 + 1-80 52 +1-80 +1-80 + 1-80 +1-80 +1-80 +1-79.1 w 54 + /-80 +1 -80 +1 -80 +1 -80 +1 -78.6 66 +1 -80 + / -80 +1 -80 +1-79.1 58 +J -80 480 +1-80 60 480 +1-80 +1 -79.3 62 +1-80 +1-80 64 +1-80 +1-80 66 +1-80 67 -718 1 +1-80 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. EXTERIOR a GLASS TYPE 2 EXTERIOR - GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. �-+- LONG SIDE SHORT - :/: :�, �•F- LONG SIDE -� SHORT SIDE t LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE ce N a a a 1 -1/18 Nom. co Y co 7118 LAMINATED DC GLASS STACK 7/16• LAMINATED GLASS STACK GLASS STACK co 0 a CNI 090' PVB INTERLAYER 3118 TEMPERED GLASS S = z 3/18 HEAT STRENGTHENED GLASS A LL � LL cQ unAwG 3116* HEAT STRENGTHENED GLASS Ltl r V C3 X N W O 3118 HEAT Z co Y 3/16" HEAT STRENSTRENGTHENED Z GLASS 7118 AIR SPACE r°r °z a z .090• PVB INTERLAYER AGMLAMSS N o v- Q I- � USED AT CURVED Taa+1S ®� USED AT CURVED W FRAME MEMBERS ONLY z Z MEMBERS ONLY 29 C1 LLI m 11 -7/8" O.C. MAXFRAME al aS op 2 N GLASS BITE @ 11 -718 O.C. MAX. ,- , Z GLASS BITE EXTERIOR a GLASS TYPE 2 EXTERIOR - GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. �-+- LONG SIDE SHORT - :/: :�, �•F- LONG SIDE -� SHORT SIDE t LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE ce N a a a 0 ,11111111,,,', LYNN M, N0.56705 -� �. fiE• tC) -7 A. LYNN MILLER, P.E. P.E.# 68705 co Y co net DC to co 0 a CNI 0 S = z A LL � LL cQ unAwG Ltl r V C3 X N W O ory Z co Y Z r°r °z a z 0 N o v- Q I- � Taa+1S ®� W z Z C1 LLI m Z_ al aS op 2 N •: Z t, 00 X w as LL o alb, •asaq sapag 0 ,11111111,,,', LYNN M, N0.56705 -� �. fiE• tC) -7 A. LYNN MILLER, P.E. P.E.# 68705 ,TABLE S: 7/16" LAMINATED GLASS STACK 3/16" ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11 -7187 O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN - FRAMED WINDOWS. Window Design Pressure ( +t -, psf) for Glass Type 5 Long Side (in) 67-718 72 76 80 84 88 92 96 100 104 109 -112 o 30 +901 -125.4 +901 -120 +901 -115.5 +90' -111.5 +901 -108.5 +901 -106 +901 -104.5 +901 -103.5 +9W -102.5 +901 -100.7 +90/-97.9 � 32 +901416.9 +9W -110.8 +901 -105.3 +9W -101.6 +901 -9 8.7 +9W -957 +90192.3 +901 -90.6 +901 -90.3 +1 -89.9 +1.89 34 +901 -108.9 +901 -103 +901 -98.8 +9W -95.1 +901 -91.8 +1-88.2 +1 -84.4 +1 -81.5 +180.1 +1-79.8 +1 -79.4 ch v7 36 +901.102.6 +9W -97.1 +901928 +1 -88.9 +1 -85.5 +1 -82.8 +1 -79.7 +/ -77.2 +1 -75.1 +1 -73.4 +1 -72.2 38 +901 -98.4 +9(Y-92.2 +/ -86.7 +1 -83.2 +1 -80.7 +1 -78.1 +/ -75.2 +1 -72.5 +1-70.3 +1 -68.5 +1 -66.3 Z 40 +901 -94.8 +1 -88.2 +1.82.6 +1 -79.8 +1 -77.2 +1-74.3 +/ -71.3 +1-67.9 +165.1 +/.63.4 +1 -61.6 NN 42 +901 -91.3 +1 -84.7 +1.80.7 +1 -77.4 +1 -74.3 +1 -71.3 +1 -68.2 +1 -64.7 +1 -61.6 +1-59.8 +1 -58.2 X 44 +1.8 &3 +1-82.4 +1 -78.9 +1-75.4 +/-77-1 +1-6&9 +1-65.6 +1-622 +159.7 +1.57.5 Will •aseQ 46 +1-85.4 0-80.8 +177.2 +1.73.8 +1 -70.1 +1.66.8 +1 -83.5 +1 -60.3 +157.7 v 48 +1-827 +1 -79.3 +1 -75.6 +1 -71.9 +1 -68.3 +1 -64.9 +/-61.5 1 +1-58.2 C 50 +1-80.9 +1 -77.5 +1 -74.1 +1 -70.3 +1 -66.7 +1.831 +1 -59.7 52 +1-791 +1-75.6 +1 -72.4 +1-66.8 +1-65.1 +1 -61.5 N 54 +1-77.4 +1 -73.8 +1 -70.5 +1 -67.3 +1 -635 56 +1-75.8 +/ -72 +1-68.6 +/ -65.3 58 +1-74.2 +1 -70.3 +1 -66.8 60 +1 -72.7 .0-68.7 +1-65 62 +1 -71.2 +1-67.1 64 +1-69.7 +1.65.5 66 +/.68.3 67 -718 +1-67 7/16" LAMINATED GLASS STACK 3/16" ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11 -7187 O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN - FRAMED WINDOWS. EXTERIOR a 14116' NOM. GLASS STACK 3116" TEMPERED GLASS SG iNTERLAYER l io 71 �� -- 28 1�3 GLASS TYPE 5 7/16" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY @ 11 -71W O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP- TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN - FRAMED WINDOWS. EXTERIOR a GLASS TYPE 7 ANNEALED GLASS I -+- LONG SIDE SHORT SIDE I--*- LONG SIDE - -r--� SHORT SIDE y� TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7116" LAMINATED GLASS STACK ANNEALED GLASS r ANNEALED GLASS SG INTERLAYER 618" GLASS BITE � 4 SHORT T` SIDE LONG SIDE SHORT �i SIDE N a M a Window Design Pressure ( + /-, psf) for Glass Type 7 Lang Side (in) 67-7/8 72 78 80 84 88 92 96 100 104 109 -1/2 o 30 +901 -130 +90t -130 +9W -130 +9W -128 +901 -122.6 +90%119.8 +90/ -118.1 +901.117 +9W -115:8 +901 -112.7 +90' -109.9 � 32 +got -130 +9W -125.1 +901-118.9 +9W -114.8 +901 -111.5 +901 -108.1 +9W -104.3 +901402.4 +90/ -102 +901 -101.4 +9W -99.7 34 +901 -123.1 +9W -116.4 +901 -111.7 +9W -107.5 +901 -103.8 +W -99.7 +9W -95.3 +901 -92.1 +901 -90.5 S: Z o ch v7 36 +901-116 +W.109.8 +9W -104.8 +9W -100.5 +901 -9 &8 +90193.3 +1 -90 +1-67.3 +184.9 +1-82.3 +1 -81.2 38 +901-111.2 +9W -104.2 +901-97.9 +901 -94 +901 -91.1 +1-88.2 +1-84.9 +1-81.9 +179.4 +1-76.4 +/ -74.3 Z 40 +901 -106.9 +90199.6 +901-93.4 +9W -90.1 +1 -87.2 +1-84 +1-80.5 +1 -76.7 +173.5 +1 -70.9 +1-69 NN 42 +9W -103.2 +9W -95.7 +9W91.2 +1 -87.4 +/S4 +1-806 +1.77 +1 -73.1 +169.6 +1-66.9 +/66.2 X 44 +901 99.7 +9W -93.1 +1 -89.1 +/ -85.2 +1.81.4 +/ -77.8 +1 -74.1 +170.3 +167.5 +1-63.9 Will •aseQ 46 +9W -98.5 +9W -91.3 +1 -87.2 +1 -83.2 +1-79,2 +1 -75.4 +1 -71.7 +1-68.1 +185.1 v 48 +90193.5 +1-89.8 +1-85.4 +/ -81.2 +1 -77.2 +1 73:3 +1.69.5 +1 -65.8 50 +901 -91.4 +1 -87.6 +1-83.7 +1 -79.4 +1-75.3 +1 -71.3 +197.5 52 +1-89.4 +1_85.5 +1-81.8 +1 -77.7 +1-73.5 +1-69.5 54 +1-87.5 +1-83.4 +1 -79.6 +1 -76 +1-71.8 56 +1-856 +1-61.4 +1- 77.5 +1-73.8 58 +1 -83.8 +1 -79.4 +1-75.4 60 +1-821 +1 -77.6 +1-73.5 62 +1.80.4 +1-75.8 64 +1 -78.8 +1 -74 66 +177.2 67-718 +174.9 EXTERIOR a 14116' NOM. GLASS STACK 3116" TEMPERED GLASS SG iNTERLAYER l io 71 �� -- 28 1�3 GLASS TYPE 5 7/16" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY @ 11 -71W O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP- TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN - FRAMED WINDOWS. EXTERIOR a GLASS TYPE 7 ANNEALED GLASS I -+- LONG SIDE SHORT SIDE I--*- LONG SIDE - -r--� SHORT SIDE y� TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7116" LAMINATED GLASS STACK ANNEALED GLASS r ANNEALED GLASS SG INTERLAYER 618" GLASS BITE � 4 SHORT T` SIDE LONG SIDE SHORT �i SIDE N a M a ```�1ltrrrrt! /!ii LYNN No.58705 AQ • S ATE d '•1!/�: s1on�a,`� A. LYNN MILLER, P.E. P.E.# 68705 cl r �_ CO) o a DQ 0 N O �- � o (n o Zc%1 Z V U � to W C] C C X smQ °r�S O Y °z p 0:z S: Z o ch v7 O g � ti o N W 0 vi Z � o a o Zz x 51505 NN O S a. z W X o as IL Will •aseQ ISOM ```�1ltrrrrt! /!ii LYNN No.58705 AQ • S ATE d '•1!/�: s1on�a,`� A. LYNN MILLER, P.E. P.E.# 68705 TAG[ C 7. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN - FRAMED WINDOWS. 7116" LAMINATED GLASS STACK 3116' HEAT STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11 -718° O.C. MAX. EXTERIOR a i 10" SG INTERLAYER 3116' HEAT STRENGTHENED GLASS 1 -1116" NOM. GLASS STACK 7116• LAMINATED GLASS STACK 3116" TEMPERED GLASS 3116" HEAT STRENGTHENED GLASS 3116' HEAT STRENGTHENED GLASS 7/16" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY a@ 11 -7/8' O.C. MAX. EXTERIOR a SG INTERLAYER 518' GLASS BITE GLASS TYPE 8 TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE '+— LONG SIDE SHORT SIDE SHORT -t— :/: :�l SIDE ++— LONG SIDE —►• SHORT SLONG IDE IIDE SHORT SIDE a h a a Window Design Pressure ( + /., psf) for Glass Types 6 & 8 Long Side (in) 67 -718 72 76 80 84 88 92 96 100 104 109 -112 112 116 120 124 128 132 136 1 140 144 W 30 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901430 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901430 +901 -130 +901 -130 1..? ° z 32 +901.130 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901.130 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901.130 +901 -130 +901 -130 +901 -130 G 34 +901 -130 +901 -13D +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901430 +901-130 +901 -130 +901 -130 +901- 130 +901 -130 Zw 36 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901 - 130 +901 -130 +901 -130 +901.130 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 a aa.. 11: 38 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901430 +901 -130 1 +901 -130 +901.130 +901 -130 +901.130 +901 -129.2 +901 -127.3 40 +901 -130 +901 -130 +901 -130 +901 -13D +901 -130 +901 -130 +901 -130 +901.13D 1 +901 -130 +901 -126.8 +901 -123.2 +901 -122 42 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901-129.3 +901.123.2 +901 -119.7 +901 -116.4 44 +901.130 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +W -124.5 +901 -119.4 +901 -115 € 46 +901 -130 +901 -130 +901 -13D +901 -130 +901 -130 +901 -130 +W -126.9 +W -120.5 +W -115.3 v 48 +901 -130 +901 -130 +901 -130 +901 -130 +901 -130 +W -129.7 +901.123 +W -116.5 50 +901 -130 +901 -13D +901 -130 +901-130 +901 -130 +W -128.2 +89.41 -119. 52 +901-130 +901 -130 +901 -130 +901 -130 1 +901.130 +88.81 -123 W 54 +901-130 +901 -130 +901-130 +901 -130 +88.81 -127.1 56 +901 -130 +901 -130 +901 -130 +89.41 -129 58 +901 -190 +901 -130 +901430 60 +901 -130 +901 -130 +89.61 -129. 62 +901 -130 +901 -13D 64 +901 -130 +901 -130 66 +901 -13G 67 -718 +901 -130 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN - FRAMED WINDOWS. 7116" LAMINATED GLASS STACK 3116' HEAT STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11 -718° O.C. MAX. EXTERIOR a i 10" SG INTERLAYER 3116' HEAT STRENGTHENED GLASS 1 -1116" NOM. GLASS STACK 7116• LAMINATED GLASS STACK 3116" TEMPERED GLASS 3116" HEAT STRENGTHENED GLASS 3116' HEAT STRENGTHENED GLASS 7/16" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY a@ 11 -7/8' O.C. MAX. EXTERIOR a SG INTERLAYER 518' GLASS BITE GLASS TYPE 8 TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE '+— LONG SIDE SHORT SIDE SHORT -t— :/: :�l SIDE ++— LONG SIDE —►• SHORT SLONG IDE IIDE SHORT SIDE a h a a LYNN 4f, •� Q ; ' � �,iGENS,F � • �Q �i No.58705 .�� „� '•. "7 1 X111: %�• STAT F '��;'• FCORXOP.•' NIlllir�i`'` I A. LYNN MILLER, P.E. j 1 P.E. # 68706 _.� cf) nab O N N r a e ;�Q to W C9 N O` OR 0 N ua+o "1 J O W h V W O n Q MAO 02 co m Q�zu Y z 1..? ° z OO a. z d a} o g � LL o G W 0 N z Zw 6r0as n 3: z aNa �� X CO) a aa.. 11: D OWL 1*900 nn LYNN 4f, •� Q ; ' � �,iGENS,F � • �Q �i No.58705 .�� „� '•. "7 1 X111: %�• STAT F '��;'• FCORXOP.•' NIlllir�i`'` I A. LYNN MILLER, P.E. j 1 P.E. # 68706 _.� INSTALLATION TYPE A WINDOW BUCK HEIGHT TIP-TO-TIP WINDOW HEIGHT EDGE DISTANCE EXTERIOR 4 2X WOOD BUCKSTRIP #12 STEEL INSTALLATION INSTALLATION LIGHT OR FRAMING, SEE HEIGHT = T THIS SHEET WINDOW EMBEDMENT NOTE 2, THIS SHEET ,: , :< ! :• , ,� ;. TYPE C TYPE B 2 -3/4' 318" 4., METHOD D ,• ' • ♦ L 0.04V.(18 Gs - UNDERNEATH THE EMBEDMENT 1X WOOD BUCKSTRIP, • 1 318- IT 1/4 MAX SEE NOTE 2, THIS SHEET a EMBEDMENT ,.._ SHIM TYP. ANCHOR TYPE, EMBEDMENT AND .'t �: .► Q• EDGE `• ' • " TABLE 8,THIS SHEET DISTANCE �1/4' MAX SHIM EDGE DISTANCE PER SUBSTRATE, ' DISTANCE Concrete (min. 3.35 kst) Epp '< 8 SEE TABLE 8, THIS SHEET 's Concrete (min. 2.85 kst) DISTANCE , f : 1.3/4` 12 " - -- Concrold rh . 65 ksi)-� �1/4" MAX e....•'. 4, I Ungrouted CMU, (ASTM C40) >• `• 1 SHIM < ' 4. Grouted CMU, (AS TM C90 1 1-34" TYP. ANCHOR TYPE, 5116" Steel Uit�acon Concrete (min. 3.5 ksi) 1 -114° 9314" ,--EMBEDMENT AND EDGE Grouted CMU, ASTM C-80 2 -112 9 -314' 12" DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET z ea USED AT CURVED °• '•d. O EXTERIOR •: ' FRAME MEMBERS ONLY @ 11 -718" O.C. MAX. . .4 4 11 ... • ' �... .. d i CONCRETFJCMU J Q PER ANCHOR VISIBLE LIGHT WIDTH Z REQUIREMENT WINDOW BUCK WIDTH - 2 -3/4' •' ' 0 WINDOW BUCK WIDTH CONCRETEFr,' Z TIP-TO-TIP WINDOW WIDTH PER ANCHOR ` W X : as REQUIREMENT v4"MAx.sH� I�� HORIZONTAL SECTION A A L1., ' #12 STEEL VISIBLE SELF - DRILLING SMS LIGHT (G5). SEE TABLE HEIGHT = T THIS SHEET WINDOW PER BUCK ,: , :< ! :• , ,� ;. HEIGHT - INSTALLATION 2 -3/4' 318" 4., METHOD D ,• ' INSTALLATION ANCHOR 0.04V.(18 Gs - UNDERNEATH THE #12 or #14 Steel Screw (05) BEADING EXTERIOR 8116' 1 318- IT MIAMI -DADE APPROVED MULLION 318° 318" 21 (SEE SEPERATE NOA), ALUMINUM, 12" 12' t3 STEEL FRAMING OR STEEL STUD. }••a -- EDGE SEE SUBSTRATE PROPERTIES, E TABLE 8,THIS SHEET DISTANCE �1/4' MAX SHIM AND EDGE DISTANCE PER 1X WOOD BUCKSTRIP, Concrete (min. 3.35 kst) SEE NOTE 2, THIS SHEET VERTICAL SECTION B -B INSTALLATION NOTES: TABLE At Anchor Substrate Min. Edge Distance' Embedment CONCRETE #12 or #14 410 SS Screw '. f ',. 16" 1-31W PER EMBEDMENT ,: , :< ! :• , ,� ;. 0.063' • e a '.'. ANCHOR 318" 4., IT ,• ' REQUIREMENT 0.04V.(18 Gs - IT #12 or #14 Steel Screw (05) P.T. Souttrem Pine (SG=0.55) 8116' 1 318- IT Aluminum, 6063 -T5 min. A36 Steel 318° 318" 0.063" - 0.063" • 12" 12' INSTALLATION }••a -- EDGE 0.045 18 Go) - TYP. ANCHOR TYPE, EMBEDMENT 114" 410 SS CreteFtex DISTANCE 2 -1/2' AND EDGE DISTANCE PER TYPE B Concrete (min. 3.35 kst) 1' SUBSTRATE, SEE TABLE 8. THIS SHEET VERTICAL SECTION B -B INSTALLATION NOTES: TABLE At Anchor Substrate Min. Edge Distance' Embedment Max O.C. Spacing #12 or #14 410 SS Screw P.7 Soaf em Pine (SG -0.55) 16" 1-31W 12° Aluminum, 6063 -T5 min. 318° 0.063' • 12' A36 Steel 318" 0.083' • IT Steel Stud, Gr. 33 min. 316' 0.04V.(18 Gs - IT #12 or #14 Steel Screw (05) P.T. Souttrem Pine (SG=0.55) 8116' 1 318- IT Aluminum, 6063 -T5 min. A36 Steel 318° 318" 0.063" - 0.063" • 12" 12' Steel Stud, Or. 33 min. 318° 0.045 18 Go) - IT 114" 410 SS CreteFtex Ungrouted CMU, (ASTM C-90) 2 -1/2' 14/4" 12" Concrete (min. 3.35 kst) 1' 1314' 12' 1/4 Steel tNt�acon Concrete (min. 2.85 kst) '!" 1.3/4` 12 " - -- Concrold rh . 65 ksi)-� = 9 /2L == — — I Ungrouted CMU, (ASTM C40) 2 -112 1 -1t4 ° 92 . Grouted CMU, (AS TM C90 2 -1/2• 1-34" 12° 5116" Steel Uit�acon Concrete (min. 3.5 ksi) 1 -114° 9314" 12° Grouted CMU, ASTM C-80 2 -112 9 -314' 12" - MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. . 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS '1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1- 112 ".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X' ARE 14/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. a N a N] m a j LYNN AfI4 `�Q'Z` .•'4�GtiNSF ' •�F� ��i � •. 'f)C f 14o-587 05 MM= O ' "7 Lu STA F Pto A. LYNN MILLER, P.E. P.E.# 58705 neN 0: D t O O O J N n to J � a Z Z 11 _j 9) u- (o =i e" V- It. Lu .l X uj o o WUV I-W 02 ` cN ti> O r ci z OIAQ °z (Lz ' g tL O z ea N O mews 0 � Z g J Q � Z Z Z N O 0 Z ` W X : as iL L1., 8111L -asap sauaS j LYNN AfI4 `�Q'Z` .•'4�GtiNSF ' •�F� ��i � •. 'f)C f 14o-587 05 MM= O ' "7 Lu STA F Pto A. LYNN MILLER, P.E. P.E.# 58705 EDGE DISTANCE INSTALLATION TYPE E EXTERIOR a WINDOW SUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4' 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT LI/4"MAX SHIM INSTALLATION TYPE G EMBEDMENT SHIM MAX L SHIM EDGE ?" DISTANCE ' TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 011 -7Ar O.C. MAX 114' MAX. SHIM #12 STEEL SELF - DRILLING SMS (G5), SEE TABLE 9, THIS SHEET INSTALLATION TYPE H •a ,4. CONCRETE/CMU PER ANCHOR REQUIREMENT �a1 MIAMI -DARE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD, SEE SUBSTRATE PROPERTIES, TABLE %THIS SHEET —1 1/4' MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET INSTALLATION I EDGE TYPE F �'* DISTANCE VERTICAL SECTION D -D TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET INSTALLATION NOTES: INSTALLATION TYPE F 1X WOODBUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET EXTERIOR \ VISIBLE LIGHT WIDTH = 5 WINDOW BUCK WIDTH - 2 -3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION C -C TABLE 9: EMBEDMENT ` •a EDGE ��':••= DISTANCE a. . . CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate •:a Min. Embedment .:. ' .. !' .. ° ie : a ;.� • - . CONCRETE PER '•:a.�' '. '' ,`: - s a • :. • °... +' ANCHOR •.:;' a. 4 REQUIREMENT • 0.063• " 12" Steel Stud, Gr. 33 min. 318` 0.04 18 Go) 12' #12 or #14 Steel Screw (G5) P.T. Southern Pine (SG =0.55) 8116` 1318' 12' INSTALLATION I EDGE TYPE F �'* DISTANCE VERTICAL SECTION D -D TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET INSTALLATION NOTES: INSTALLATION TYPE F 1X WOODBUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET EXTERIOR \ VISIBLE LIGHT WIDTH = 5 WINDOW BUCK WIDTH - 2 -3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION C -C TABLE 9: EMBEDMENT ` •a EDGE ��':••= DISTANCE a. . . CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate Min. Edge Distance Min. Embedment Max Max O.C. #12 or #14 410 SS Screw P.T. Southern Pine G=0.55 9 1 ' 103/8' 12' Aluminum, 6063 -T5 min. 318' 0.083' " 2' A36 Steel 3/8' 0.063• " 12" Steel Stud, Gr. 33 min. 318` 0.04 18 Go) 12' #12 or #14 Steel Screw (G5) P.T. Southern Pine (SG =0.55) 8116` 1318' 12' Aluminum, 8083 -T5 min. 318' 0.083' * 12' 36 Steel 318' 0.063" * 12" Steel Stud, Gr. 33 min. 3/8' 0.049' 18 Ga * 12' 1/4' 410 SS CreteFiex Ungmuted CMU, (ASTM C•90) 2 -1/2' 1 -1/4' 12" Concrete (min. 3.35 kal) 1" 1314' 12' 1 14' Steel Ultrecon Concrete (min. 2.85 W I. 10' 4' 12' Concrete (min. 2.85 kel) 2 -1 12' 1318* 12* Ungrouted CMU, (ASTM C•90) 2 -1/2` 1 -1/4 12 Grouted CMU, ASTM C-90) 2 -i/2' 1 -3/4' 12• 5/18" Steel Uttrecon Concrete (min. 3.5 ksl) 1 -114' 1-3w 12" Grouted CMU. (ASTM 990 2 -11Y 1314" 12' * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS MX", 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 '2)e 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. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. a a M a �U M N CO) w Gi al�tt C9 p ;; J N o Uj � 0) tL o � Z UMOJ(j M L UV XS2 LU ov &aa c W 02 to Y t9 o r, > o Z °za:z F LL Qf Z p O g I- Ie�s �z O ? a - Z_ w LLI elo� t100 O Q � X w a LL a'. "is LYNAI �� ,� ''�,1GENSF•' F.Q �� ' No. 58705 -O CA, k ; STAT OF �•'(1/ WRI �,/ONAU t� . A. LYNN MILLER, P.E. P.E.# 68705 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPE 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2 -3/4" INSTALLATION TYPE J 2X WOOD BUCKSTRIP EMBEDMENT OR FRAMING, SEE NOTE 2, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 011 -71W O.C. MAX. EDGE EDGE DISTANCE DISTANCE 1/4" MAX SHIM 114"N INSTALLATION TYPE L #10 STEEL SELF - DRILLING SMS (G5), SEE TABLE 10, THIS SHEET 2X WOOD BUC OR FRAMING, NOTE 2, THIS SHEET EMBEDMENT t- INSTALLATION TYPE J 114" MAX SHIM 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET ' �114' MAX SHIM OR 1•01A MIAMI -DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE 10,THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPE K EDGE DISTANCE --I 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT EXTERIOR IV VISIBLE LIGHT WIDTH = 5 WINDOW BUCK WIDTH - 2 -314" WINDOW BUCK WIDTH HORIZONTAL SECTION E-•E TABLE 10: Anchor Substrate Min. Edge Distance Max. O.C. S cl 2 -112" x .113" Box Nail P.T. Southern Pine SG =0.55 6119, S" 24/2" x .131" Common Nail P.T. Southern Pine G =0.65 3180 6" 21/2" x .146° Rooffng Nall P.T. Southern Pine SG =0.55 31W F #10 x In Steel Screw' P.T. Southern Pine 1120 6" 0.093" Aluminum. 6053 -T6 min. 6116; 6" 1116" A36 Steel 6/10, 6" 0.045" CIS Ga Steel Stud Or. 33 1 6/16n 1 S" " MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. F� EDGE DISTANCE _I INSTALLATION NOTES: TYP. ANCHOR TYPE, EMBEDMENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET 2, WOOD BUCKS DEPICTED ON THIS SHEET AS "1X0, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1- 112 ".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. VERTICAL SECTION F -F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL' THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. a a a m ON.I.VYNN U14('��'�i ��' •• ��cl~NSE'•. F.p •� • No. 58705 �-o OL 3 W� �� • tS;TTXEI F %j /ONAL I +11 A. LYNN MILLER, P.E. P.E.# 68705 � a Y � nea Of C}7 N r- Ana OrY to Z Oc -� N XG UMOtQ J Rj � il. O v- 1 LLI U(a xN 3 I C3 c ,G JU Z 02 S� Q � o r �Z CL O r LL lows 0 H p. 5 Z d Z J SI°S Z a a >L U. 51111 -=40 I sauag ON.I.VYNN U14('��'�i ��' •• ��cl~NSE'•. F.p •� • No. 58705 �-o OL 3 W� �� • tS;TTXEI F %j /ONAL I +11 A. LYNN MILLER, P.E. P.E.# 68705 INSTALLATION TYPE M� FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAYBE NO • MORE THAN 6" O.C. 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2 -3/4' INSTALLATION TYPE N EDGE DISTANCE EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT �1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 11 -718" O.C. MAX. EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT 114" MAX. SHIM INSTALLATION TYPE O FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAYBE NO • MORE THAN 6.O.C. 8.12 STEEL SELF - DRILLING SMS (05), SEE TABLE 10, THIS SHEET INSTALLATION TYPE M INSTALLATION FOR THIS INSTALLATION EMBEDMENT METHOD ONLY, 114" MAX ANCHORS MAY BE NO SHIM • MORE THAN 6'O-C. IX WOOD BUCKSTRIP, SEE 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET OR FRAMING, SEE NOTE 2. THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, rc1 SEE TABLE 11, THIS SHEET ANCHOR TYPE, Substrate Min. Edge Distance EXTERIOR EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 812 or 814 410 SS Screw P.T. Southern Pine S".55 SEE TABLE 11, THIS SHEET 1 -318" 1/4' MAX SHIM MIAMI -DADE APPROVED MULLION 318" (SEE SEPERATE NOA). ALUMINUM. 6" STEEL FRAMING OR STEEL STUD. 31W SEE SUBSTRATE PROPERTIES, 6" Steel Stud Gr. 33 min. TABLE 11,THtSSHEET 0.045" 18 Ga ' 1X WOOD BUCKSTRIP, SEE NOTE 2. THIS SHEET 8t2 or 014 Steel Screw (G5) VERTICAL SECTION H -H INSTALLATION NOTES: TYPE N v ~-�VISIBLE LIGHT WIDTH = 5 WINDOW BUCK WIDTH - 2 -3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION G -G TABLE 11: EMBEDMENT 0 • r , ' a ' '. ° • " T •':.'. EDGE .....:• ' : • DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR V Anchor Substrate Min. Edge Distance Min. Embedment Max. O.C. Spacing 812 or 814 410 SS Screw P.T. Southern Pine S".55 8116" 1 -318" 6" Aluminum 6063 -T6 min. 318" 0.083"' 6" A36 Steel 31W 0.063" ! 6" Steel Stud Gr. 33 min. 318" 0.045" 18 Ga ' 6" 8t2 or 014 Steel Screw (G5) P.T. Southern Pine SG-0. 8/16" 143/8 6' Aluminum, 6063.75 min. 318 0.063°' 6" A36 Steel 31W 0.0&3"' 8 Steel Stud Gr. 33 min. 318" 0.045"(18 Ge ' 6" 114' 410 SS CreteFtex U routed CMU, ASTM 0 2 -112° 1 -1/4" 1 2° Concrete (mtn. 3.35 kei) 1" 1.3/4" 12" 114" Steel Ultracon Concrete min. 2.85 ksl 1" 1-314" 12• Concrete In. 2.85 ksi 2 -1/2' 1-3/w 17' U routed CMU, ASTM C-90 2 -1/2" 1 -1/4° . 12° Grouted CMU ASTM C•80 2 -112" 1.314" 12° 5/16" Steel Ultracon Concrete min. 3.5ke1 1 -V4' 1.3/4' 12" Grouted CMU ASTM C•90 2 -112" 1.3/4" 12" " MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X'. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1- 112 ".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "WARE 1 -112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM-EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. z It (4 a a ``W�11{Il1111/1/ ONy LYNN ILI /�� ' No. 58705 ' �� •, STATE O 1(/ �S••.FWRID�`. A. LAVLLER, P.E. P.E.# 58705 � Y 0) _a O to nI N O --1 w N _j u, °a cc Z d) �8 wxo1Q = .00 X-- w O �z 02 5 Vio 0 °z oo o_z Z F C) LL co ® LQ-. IaayS tt3 E- ? O O ~ a Z �Z alaa NO O Z W X Z as LL LL stllj •aseQ sauag ``W�11{Il1111/1/ ONy LYNN ILI /�� ' No. 58705 ' �� •, STATE O 1(/ �S••.FWRID�`. A. LAVLLER, P.E. P.E.# 58705 ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90' CORNER FRAME ASSEMBLY ALL CORNERS TO USE GASKET ANDJOR SEALANT EQUAL -LEG FRAME FRAME TABLE 12: ANGLED /CURVED FRAME ASSEMBLY 1 1 � 1 t 10 I J ALL CORNERS TO I USE GASKET I I / ANDJOR SEALANT l � i � EQUAL-LEG FRAME FLANGE FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS 30 Item # PGT Part # Description Material 1 42630 Flanged Frame Alum. WMTS 2 4285 Equal -leg Frame Alum. 6063-75 3 4266 Integral Fin Frame Alum. 6063 -T5 4 4265 7116" Lami. Glass Beading Alum. 6063 -T6 6 4264 I.G. Glass Beading Alum. 6063 -T6 6a 4270 Installation Fastener Corer Alum. 6083 -T5 6b 4224 Installation Fastener Cover Rigid PVC 10 705880 Gasket (at 90' comer joints) Polyethylene 11 TP24718 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 + / -1 13 �> Dow 899, GE 7700 Silicone or Equiv. 20 71652K Setting Block, Mono. 3116" x 7116" x 4" Neoprene, Duro. 85 +1 -1 21 MOW Setting Block, I.G. 311W x 1-3132'x 4" Neoprene, Duro. 85 +/4 22 DURAK716 7116" DuraSeal Spacer 29 J < #8 x 14/4" FH SMS Stainless Steel 30 781PQX #8 x 1" Quad PH SMS Stainless Steel 2.784' .094' -- ►) {.•- .074' 062' 1.875' .438" .050 " -OM' FLANGE FRAME #4253C, 6063 -T5 j .970' �— .875" -- .- {�-++— .050' 7/16" LAMI GGLASS BEADING / #4255, 6063 -T5 ASSEMBLY DETAILS FOR FIN FRAMES 90° CORNER FRAME ASSEMBLY ANGLEDICURVED FRAME ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS .094" 2Z1..— . .074• 062" 1.376' +� � .500" .436" n"i .OSO'3aow OEQUAL -LEG FRAME #4285,6063-T5 �, .346" .875" Il -�*— � .050" I.G. GLASS 5 BEADING #4254, 6063 -T5 2.784" .094' .074" 062" .500' 438' --�� -- .05(Ytow 1.12b" �— .olr 3 FIN FRAME #4256,6063-T5 1.037' .050' INSTALLATION 6a FASTENER COVER #4270, 6063 -T5 N a d ` 74 No.58705 1 STAT ORI A. LYNN MILLER, P.E. P.E.# 68705 a Cf) `.. f7 e•- N � Q �NQ a r13 C4 O O-a rn-1 CD ° T- Z D u 0 =L VLL oo a W o c xN o r. z 02 C7 ce �> pY Z z o °z a:z �: 0 � 8 LL O J < o Z r ® co co - O CO 0 4 z = DIMS LL ° C4° U LU OP x m as AL-1 woo seyeS ` 74 No.58705 1 STAT ORI A. LYNN MILLER, P.E. P.E.# 68705 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) ;A: 5/16" LAMI CONSISTING OF (2) LITES OF 11W ANNEALED SLASSWITH =A. 90 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 'B-6il6"tAWI CONSISTING -OF(1) LITE OF wANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 718" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7116" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5116" 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" TEMPERED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A.000 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1.13116" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS. AN 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. 13116" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 10 TEMPERED 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 SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ®M. 13/16" LAMI IG: (1) LITE OF 118" ANNEALED GLASS, AN AIR SPACE AND 5M6" LAMI CONSISTING OF (2) LITES OF 1 /8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) A3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A7. REFERENCES: TEST REPORTS FTL -4645, FTL -4646, FTL -4647, FTL -4648, FTL -4649, FTL- 4650, FTL -4651, FTL4723, FTL4957, FTL -4958 AND FTL -5063. ANSI /AF&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, INCLUDING THE HIGH VELOCITY A HURRICANE ZONE (HVHZ} J.J. 10/07/11 1 D 2010 FSC UPDATE GENERAL NOTES ;9m caw ROMWAL 1070, TECHNOLOGY DRIVE J.R. 04109/11 C CHANGED CAP GLASS TYPE 7V TEMPERED FROM HS NOKOMIS. FL 34276 Tft CHANGE NOTES 3 Bc 7. ADD NOT PE ALUM. SINGLE HUNG WINDOW, IMPACT F.K. 11/13/08 8 TO NOTE 1 GLAZE O P.O. BQX 1629 eo�er ,811fix a NOKOMIS, FL 34274 V&ibly Better str7vn NTS 1 a 77 .4040 -20 F.K 9 /1/05 J.J. W3107 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 PRODUCT RE M13D as congtying whit the Florida Budding Code Awenffines -N, I J., I �► t A11111r 5a tit„ jolt F � - �cE ° ��.: V FLOfkN ��'�FSSIONPs, A. NMrKlk L P.E. D FL P.E.# 58705 DM. BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. x /16" LAl1tfI�ATE W. BITE 46 38 39.90 or 91 118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6116" LAMINATED AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS Ll 13116" LAMI IG GLASS W16/16" LAMI NO CHANGES THIS SHEET I J.R. 1 04109199 1 C I CHAMGED CAP GLASS TYPE TO TEMPERED FROM HS 1 J.J. U.- 1►Ld1LUJIL f-I 70 W. SITE 0 NOTE: LAMI IG OUTBOARD LITES MAY BE. UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. EXTERIOR INTERIOR (ALL SECTIONS) 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED 7116" LAMINATED GLASS 1/2" NOM. GLASS BITE 4 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVS INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED AIR SPACE 118" TEMPERED GLASS A 13116" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI 0CHNOLOdY DRIVE GLAZING DETAILS NOKOKOMI8, FL 34275 �rraa: Mw -P-9cm P o. Bqx 1b28 ALUM. SINGLE HUNG WINDOW IMPACT NOKo: FL 94274 Visibly Better � 80� s ° °"" srlr� Full 2 -f 9l 4040-20 PRODUCT REVISED es complying with the RwIda Building 0ule , Accaptm w No _ 1-4 I111!! 0\1� V119N .M /t�FR se W G� r o e of i! • w g A 'Tf • '''�r W A. L1�g�MILLtlI P.E. D FL P.E.# 58705 III FLANGE OR INTEGRAL FIN WINDOWS WZ IGH SILL OPTION ® TABLE 2. 48" A,I1,M +80.0 -80.0 +80.0 TABLE 9. BASED ON FLANGED WINDOW TIP-TO-TIP F ME DIMENSIONS +80.0 .80.0 +70.0 -70.0 +70.0 70.0 +70.0 70.0. Wr" A.S.M +80.0 WINDOW HEIGHT +00.0 -80.0 +80.0 -80.0 +79.9 WIDTH GLASS TYPE 63" 1 or, 66" 70" 72" 7a" 76" 48" I3. M 480,0 +80.0 +80.0 -80.0 +80.0 -80.0 +80.0 .90.0 +00.0 .00.0 +80.0 -80.0 +80.0 -80.0 A,B.M +80.0 -80.0 .0 -80.0 +80.0 .80.0 +78.0 -76.0 +08.0 -68.0 +88.7 - 68.7 +83.6 -65.8 UP TG 63 lirl 60" A.S,M +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +79.0 79.0 62" A, ,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 .80.0 +78.8 -78.8 +77.3 -77.3 +76.9 -75.9 621/8" +80.0.N-00.0 / +60.0 -80.0 +79.8 79.8 +78.2 -78.2 +76.9 -76.9 +76.4 75.4 +74.0 -74.0 UP TO 63148" C,D,E,fi,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 -60.01+80.01-80.01 WNWEXX STANDARD VIEW & RADIUS TOP FLAN E OR INTEGRAL FIN WINDOWS W! HIGH SILL OPTION 4& BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 318" 44" 6d St6" 63" 72" TABLE 2. 48" A,I1,M +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. Wr" A.S.M +80.0 -80.0 +00.0 -80.0 +80.0 -80.0 +79.9 79.9 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 62" A.E. +80.0 -80.0 +80.0 -80.0 +80.0 40.0 +78.9 .78.9 +70.0 -70.0 +68.8 68.8 +67.6 -67.6 63118" A,B.M +80.0 -80.0 +80.0 -80.0 +80.0 .80.0 +78.0 -76.0 +08.0 -68.0 +88.7 - 68.7 +83.6 -65.8 UP TG 63 lirl C.0 .E,F -01.1 11(1 +80.0 1 •80.0 1 +80.0 -80.0 1 +80.0 1 -80.0 1 480.0 -80.0 +7p.0 1 70.0 +70.0 1 -70.0 +70.0 -70.0 ICUSTOM VIEW & RADIUS TOP FLANGE OR BASED ON FLANGED WINDOW TIP-TO-TIP`-.-1 WI HIGH SILL OPTION WINDOW HSIQHT MINUS SASH HEGHT (MAX. WINDOW HT. Wt SASH 76" FLANGED AND 76" INTI WIDTH GLASS TYPE 17118" 1 23 41!18" 28 3116" 1 33 3ta" 1 3911116" 4413/•111" 50 316" 63118" I D.E.F.J.K.L 1 +80.0 1 -80.0 1 +80.0 1 -80.0 1 +80.0 1 -80.0 1 +80.0 1 -80.0 1 +70.0 1 70.0 +70.0 70.0 +70.d 70.0 6116" LAMI - (118"A,.080,9t8 "A) i 6116" LAMI - (118"A,.090,1I8 °1,18) 6118" LAMI - (118 °.HS490,1 /8 "HS) 7116" LAMI - (3M6- A,.090, 3116 °A) 7116" LAMI - (3116 "A,.090, 3x16 "HS) 714AR I AUI - I'AA 4{C non AAW14M FTL4847.4648, FTL4647, 4848 FTL4847, 4648 FTL4646, 4885 FTL -4845 PTL -4545 .,o., MEETING RAIL HT. 77 "X" SP ISH Hr, MEETING RAIL "X" 3 SH G. 13/16" LAMI tG -118- T. AIR SPACE, 5116" LAMI - (1/M.090,11WA) TABLE 3. HT. H. 13/16" "o" MEETING RAIL W HT. MINUS SASH HT. sasH AL. PtN) 66111116" Id.O 70.0 LAMI IG -148- T. AIR SPACE, 6116" 'x" TABLE 4. G. 13/16" LAMI tG -118- T. AIR SPACE, 5116" LAMI - (1/M.090,11WA) FTL 4846, 4723 PjcvT H. 13/16" LAMI iG -1 /8" T, AIR SPACE, 6116" LAMI - (1 /8- A..090,11WHS) FTL4646 !3 1. 13116" LAMI IG -148- T. AIR SPACE, 6116" LAM[ - (1t8"HS,.090,11WHS) FTL -4646 °" "'w" 4040 -20 J. 1311W LAMI IG -118" T, AIR SPACE, 711W LAM[ - (3t16"A,.090, 3116 "A) FTL -4649, 4650 K. 13/16" LAMI 14 -1/8" T, AIR SPACE, 711W LAMI - (3116"A,.090, 3/16 "HS) FR- 4649, 4660, 4958 L. 13116" LAMI IG - 148" T, AIR SPACE, 7116 - LAMI - (3116"HS,.090, 3116 "HS) FTL- 4649, 4650 LAMI IG - 1/8-A, AIR SPACE, 5116" LAMI - t1/8"A,.090, 1 FTL -5063 L. NOTES: 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 UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING In FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518" MINIMUM TO 38" MAXIMUM. V NO CHANGES THIS SHEET 9070 TECW40LOGY DRM M WOMM, FL $4275 pa. eqx �a28 NCKOMis, Fk 34274 PjcvT DESIGN PRESSURES atone: C CHANGED CAP GLASS TYPE TO TEMPERED PROM HS ALUM. SINGLE HUNG WINDOW IMPAC !3 1=42 REMOVE EW3 D FORMAT DPS. ADD INT . tlPOA ?�$T Np.S Visibly Better 8et1i e1�ode� SH700 TS P 3 a 1 i °" "'w" 4040 -20 J J. 22&3107 V -,ODUCrMVISED H lrtorida comng plyi adding Cade �� __ �� p wzntance No A=1- -J 11111+1 \.IfNN4414 • i -!r ; No ' s* uj: culp F -.s. lllSSIONN� A. LYf�l4tMII.iL�, P.E. FL P.E.# 58705 SEE DLO TABLE SEE DLO TABLE (MAX-) L 53118" MAX. FLANGED WIDTH 62 1/8" MAX. I.F. WIDTH 49 6/8" MAX. FIXED DLO (ALL) D X j 481/4" MAX. VENT DLO (ALL) DETAIL A 1/1 S E 75" MAX. I.F. D .rJ HEI HT 76" MAX. 387/16 MAX. SASH FLANGED 75" MAX. A A I.F. SEE Q j HEIGHT TAB A 78" MAX. • FLANGED HEI SEE DLO j 5EE TABLE X / Na 4 DETAIL B VIEW (STANDARD SASH) E --, 76" MAX. I 75" MAX. I.F. I.F. SEE DLO 1 HE111PHT SEE DLO E HEI HT TABLE j ®MAX. TABLE O / 76" FLANGED FLA HEIGHT HE SEE DLO1TABLE X j I 2Q SEE DLO TABLE X j SASH HEIGHT HEIGHT B -� DETAIL D VIEW (CUSTOM SASH) DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. C ---1 I ' SEE DLO C _J el TABLE O SEE DLO 1111 TABLE x 75" MAX. I I.F. DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL MED LITE LOW SILL HIGH SILL A 341/2" 343/10' B 41 5/$" 411/4" C 41 114" 1 407/8" D 1 52 5/8" 152 11116" E 1 52114" 1 525/16- SASH' DETAIL LOW SILL HIGH SILL A 341 0 34 3116" B 27 7/16" 271/8" C 27 7/1$" 1 271/8" D 16 3/8" 15 314" E 16 3/8" 153/4' TABLE 5. JJ 0/07/91 D NO CHANGE'S THIS SHEET VSKOMM LE EVATIONS � 1070 TECHNOLOGY DRIVE J.R. 04/01H1 C NO CHANGES THIS SHEET $4 KOKOMIS, Fi. 34276 P T >� ALUM. SINGLE HUNG WINDOW, IMPACT I .K 99!93/08 B ADD INTEGRAL FIN �F. VERSION, CHG. NOTE 3 ADD NOTE4, P.O. BOX 1828 oNa '�'� aaxme► n"ca c►,�caa 1 NOKOMIB, FL 34274. Visibly Better SH70D N a 11 404(0..24 D F K 8/9/05 J.J. 2/23/07 - PR°DUCT REVISED as complying witli the Monde Bwlding Colo on 11,0 111111► t4o.58705 ,o •: Gib" `,��` 1 . :LUZ OF �iDiC�; ••. FCOft1OA•�� A. LY04 M1LLL�, P. E. FL P.E.# 58706 2.7ea° i 7,8OR17 Q (LOW SILL) SEE NOTE ABOVE I SECTION B -B (LOW SILL SHOWN) mwo. Dow ROMOM - -- JJ. 90107111 D NO CHANGES THIS SHEET J R 04101191 C NO CHANGES THIS SHEET ;wa F.1G 11 /13/08 B ADD I.F. SECTIONS & CONSOUDATE SAL COMPONENTS NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. -' MAX. VENT DAYLIGHT OPENING -- —� a 26 27 NOTE: BALANCE PARTS USED A BASED ON SASH WEIGHT 9,10,11,15,16 I I I I OUTSIDE I MAX. FIXED LITE DAYLIGHT OPENING —�- MAX. WIDTH SECTION A A INTEGRAL FIN (I.F.) FRAME SECTIONS ,& INSIDE HIGH SILL LOW SILL HEAD 53 (HIGH SILL) 54 ULTRALIFT 12 ONLY ALTERNATE HIGH SILL 'd TECHNOLOGY DRIVE NOKOMIS, FL 84275 P.O. BQX 1828 NOKOMIS. FL 34274 SECTIONS ---- ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better Half 5 a 91 ��20 ®I.F. FRAME 2.710" OUTSIDE � it ( SECTION C -C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) R :ODUCT REVISED ooznglpin8 with the Morids iildinsCode 111111 k,YNN,Aq t , NO 58705 '' `'• SrACF of: 2 `` X" PLORN SIONAL V,� A. LYk4 Mli!140,WE. FL P.E.# 68705 ITEM pWG•# 1 4002A 2 1156 3 4003C 5 1626 6 4004 7 4025 8 4025 9 4028 10 1080 11 12227 12 64071 13 1086/104 16 4051A 16 1 1080 »1 II 19 1 F 31 1 1 i/8 ", OF ►R 6 /8" 11/18" t 1. FH. TYPE F S. PGT# ® ® ® I'1'EIW DWG.# DEBt 12226 60 1636 SCREEN SPLINE • .136 bIA 61 PQA 61 $4222 SCREEN CLOTH 12226 63 505 GLAZING, CHANNEL (.68$ X Ab1626 64 1161 #6 X 1.000 PH. BUGLE TOK 12227 67 64071 GLAZINOTA09,.1116 X 1 •' !12244 68 4051A SASH BOTTOM RAIL (HIGH ; 12244 89 4050A FLANGE FRAME SILL HIGH 40748 70 64074 SILICONE, DOW Beg, 096 0 LCVA916 80 A GLASS, 6/16" LAMI, (1/8 "A.,000 P- '634AA 81 0. GLASS, 611W LAND, 11$ '6.090 PVS,' 0M3KT 82 C. GLASS, 5118" LAM, (I18"HS,.040 PV 12504 83 D. GLASS, 711M AK (1/8 "A,.090 PV8, X1 FPAX 84 P- GLASS, 711W LAW, {118 "A,.090 PVB,' 4CVR670 85 F. GLASS, 7/160 LAWN, (1180H8,490 PVM $4063 86 4. GLASS, 13118" LAM tG;1i8'T, AIR 81 ILORKT 87 H. GLASS, 13/16" M Id 118"T, AI $I !X12FPFX 88 1. GLASS, 13116" LAWN IG;116 "T, AI SP 4054C 89 J. GLASS, 13118- LAM IG;1 /8"T. AIR SP 14006 90 K. GLASS. 13/16' LAMI 10, W1`. AIA SI 71 I 36 I 1622 JIM W i IG BLOCK 3/32" X26/640 X 1" I 71$22K 1 .38 1 1062ILLAWN IG SI I. NIG 8L K 1" X 3/4" X 1/16" I 71052K 41 1 40398 GLAZING B11=A(3, 5116 LAWL GLASS. 640395 42 40446. ING X41?. 0/18 LAMI WIGRILL KIT 844703 44 422M GLAZIRG DEAD. 1116"06 $4222 46 985C GLAZING DEM. 7118" LAM W/GRILL KIT 6886 46 4087 GLAZING BEAD, 13116" LAM I.G. 04087 47 4071A FRAW, I• . HEAD 64071 48 4072A FRAW L . LO SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 40748 1FRAW. I.F. JAM 64074 63 1 1088 SP 64 2740 SIL 65 1014 SC 66 1630 SC Sfi 1631 SC 6$ 1073 SC ISC 68 1624 p• •�\G*NSE ,•.K f iN SPLINE -.135 DMA FOAM 47 FRAME, I.F. HEAD #4071A.606063 -T6 48 FRAME, I.F. LOW SILL ® #4072A, 6063 -T8 2. PRODUCT RSVTSM 2.374 or as complying with the Woridn Building Codo AccetftnceNo L 11 11 ,1 0 IF"'t' l :N FFTANX (MUK. & Vk:K.) 01 04 L.002 N( :N CORNER KEY WIRINGS • CORNER. iv WIOUT RINGS 71630 71631 THICKNESS t 'A ��NN MIL /FAQ -"` • $P IN(i 7CASP p• •�\G*NSE ,•.K f iN SPLINE -.135 DMA FOAM 01624K FRAME, I.F. JAMB rJO �", • -- pg '•, '_ .. X81 ' FRAME. I.F. HirAH SILL ® #40748 6063 -T6 = t N� QG — ®49 #4073A. 6083 -T$ (USED AS RADIUS TOP HEAD) �, a �� 11 tU — •- ! bf �''0 •' s�P�R�pP.:'C1�� 0 •'•., • FLO,,. NOC1•lAW SMISSHEET 1070'MCMOLOWDRIVE PARTS LIST '"" HUG lNC7 IMPACT ALUM. SINGLE N` WINDOW, . CNANOW CAP GLASS TYPl; TO EMPEREO FROM NS NOKOMIS, FL 34278 .3c; �'��;��sslar�P`;�`�� , • • 8 C Q F 9 t NOKO S!Xfl.3344274 A. tYl�{�f IVIIULlk14;� P � FL P.E. #58745 Vts O Herter Stt70o NTS 8 a 11 4040-20 k«s !7 taat� X3107 I m — 2.784 Tj 1.363 .062 - FLANGE FRAME HEAD �.y J #4002A, 6063 -T6 .062 FLANGE FRAME JAMB �./ #4004, 6063 -T5 (USED AS RADIUS TOP HEAD) .062 .062 2.830 �- 2.784 --• FLANGE FRAME SILL (LOW) / #4003C, 6063 -T6 .062 .490 � – 1.451+ SASH STOP #4025,6063-T5 r -2.278 1. 21 FIXED MEETING RAIL 23 SASH TOP RAIL #4054A, 6063RD -T6 #4006C, 6063HS -T6 69 FLANGE FRAME SILL (HIGH) #4050A, 6063 -T6 J.J. 1 90/07/11 1 D I NO CHANGES THIS SHEET CHANGES CORNER .062 1-1.513 .738 .040 17 SASH STOP COVER #4053,6063-T5 I.F. FRAME 1 or 47 II >,[C2 6or50 6or60 SEALANT OR GASKET AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT 1j I.F. FRAME AA II�^ II VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION —�-I 1.165 .678 VL 1.096 --I♦--- -*-•I .062 1'9 S GLAZING BEAD, 5/16" #40398, 6063 -T5 31 SASH SIDE RAIL #4008, 6063 -T5 28 SASH BOTTOM RAIL (Low) #4007,6063-T5 .050 I .678 1.096 T 2.326 --1 2.638 68 SASH BOTTOM RAIL (HIGH) #4051A, 6063 -T5 GLAZING BEAD 7/16" 04222,6063-T5- .0.878 1.115– �-� —►-: -T 45 GLAZING BEAD,. 7/16" #985C, 6063 -T5 (USED W/ GRILL KIT) 0 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BQX 7528 � NOZ%IS, Fl. 34274 V&Jbly Better .050 .678 1.098— i -F—+►- —T 42 GLAZING BEAD, 5/16" #40446, 6063 -T5 (USED W/ GRILL KI-r) •T - .683 .050 I -1 1.097 46 GLAZING BEAD, 13/16" IG #4067,6063--175 EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG SH709 I Half 1 7 -f 99 IMPACT 4040-20 WELD ALONG SCREW BOSS (2) MODUCS:REVISED as complying with the Florida lit ldolng C c Acceptance No it l %111111► Q . � NO 6 8745 * : d : : 4t! �SS10NA�- <<�``� A. LYN�t Mi!.Wk; P.E. FL P.E.# 68706 9OL99 #'3'd 1d .3.d 1111A MAI V of .� • ; •o rIIII111 9"A *qt glen 1 aRSIAUR a I oz ovov I t t p s 1 SIN I 00AW 10MV1 'MOGNIM JNnH 379NIS kvn-i ' SMOQNIM W -11vm 'J1w MO'138 awVr m IIVH 'olw E z 3A08V GWr z aV3H (da l-1nd) 11vk1 *MW M07138 ewVr 11Va '0101 zl3noev emr Z a� 8ll a__3 dSd )M :A3>13'18t/1 If '319V11VAV SI 3dA1 SSVIS 0NV 3ZIS 3AIIOUM H1 uod 3anSS3Hd NJIS3a wnwDcvw 3H1'3SV&MH1O '0108 NI NMOHS SHOHONV d0 A111NVnto 3HI H.LIM 3anSS3ad Noma wnwIXVW V 31VOI0NI 'w3H13A08V 3n1VA a3ZIOI-IVII aIOB V HAM 319V11N30VrOV 3H1 d0 SM0018 3ZIS :SNOIIVilwll 309SAId NJIS3a '9 0 'SS31 a L Sat/ SNOISN3wla NW -IVU031N1 'SMOaNIM 03JNVld NOd 3aV NOISN3wla J.HO13H 0NV H.LaIM 318V e 'Z MON d0 VIN311HO 1VNOISN3WIa 3HI JNlsn smiaNVno IIOHONV 318V1 IN3OVraV 3H1 ZI3d 11VISNI 'E a3mnom ION SHOHONV -111$ IF ININ 191W MO'138 'XVw 09 Sa3NHOO wOI1O8 woad 'XVW A& sa3WO0 dO1 wOU:I 'XVw „ZA L6 - SBWVr sa3NaOO dO1 wONA 'XVW .ZM 86 - oV3H 'SNOISN3wla VNIIMOI1Od 3H1 NO 03SV9 3aV SNOIIVOOI 80HONV 'Z SM3ws Z6# - £ X31d-313aO bSS 0013 „J�l1�Z_ ==- _sd��,00��. �- ��sadu aoHONV •� :S31ON 3E)VMOHONb 3OW14HO JMJRSk74tgA isLZK Id'SIMION � � 8ZZ X68 'O'd XA1sirte 1:1 VIVIOMON 3AMO AeOlONHO310 3ZtSd8 Q31011S 91 N M7� a3a 90ENl b N-I 3 a3S S a swxv 133HS SIM S30WW ON O 6 /60/60 I arr Am ZWPWAH 13314S WU S3MM0 ON a 66/10106 I _ *P*r 9bbE9b9b£1£9bbt+££5£ £'. £i�£bEEZbEt+£EZb£EZZZ£ZZZZZZZ w, E z£ z z£ z z£ /z Z__ £ z z~�z Z Z z Z Z Z z Z 99b£9b9bb£9bbbE£9 f�££EbEb££zb f£Ezb££Zz_Z£ZZZZZZZ i -mri'H `O`d'3'a'a _ �£ _ M Z £ E z E z z Z z E z z z z z� z Z z z Z z / U U ZL dSd 99Irs9b9bjc�, ti£j£ 9£ E£Zb£t+££Z1�E£££ZbEEZZZ£ZZZZZZZ w, _ z z E z ? z z !. - z z z Z z z z Z z z z Z z Z 99bE9b9b £EE 9 EbE£Zb£bE£zb££££zbEEZZZEZZZZZZZ �')I'r'I'H 000'8b�. z z E� z z z z z z Z Z Z z Z Z z z z! z Z Z Z q- sL I 8L dSd b£ 9bb£££ 9E b££ zb le, £££ZbE£££zbz£EZZ£z9zzz£zzzZz9Z r9zi Z Z Z z z z Z z Z z z Z z�' z- z z z z z z z z Z ZbZ�'>I'r1'H _z _ 000'1 z- Z z z- z _ z z z z z_. z.__ z z ._ .. _z z z z z z z z z 'Vd'3`a`a SL JJSd btE£ 9bb£££ 9£ b££ zti ££££Zbz£z£z£z£ZZZEZ£ZZZ£ZZZZLZZ w'8`V Z z z Z Z z Z z z z z z z z z z z z Z z z Z z Z bbE£ 9bb£E£ 9E b££ zb £££Ez_ ?Z£Z£z£ZEZZZ£Z£zZZ_£zZZZ �z 6ZZ '1`m'r'1'H 000'0b Z z z Z Z z z z z z Z z z Z z z z z z Z Z Vd avo BL dSd bb££9EbE££b££££Zb Z'£ZEZfiZZZ£Z ZZEZEZZb£ZZZZ6zz w,8 z I. z z t z z I. z z I l z z 6 z I. 6 z 6 I. 6 6 b 6 b b E E_9 E t, £ 8£ b£££ E z b££ Z£ z E z£ Z Z Z E Z£ z z Z E Z E z z I, £ Z Z Z Z 6 z Z -1'}I'r'I'H tiDO'L£? -z Yl z Z I. z z I.� z z I. z z I• z I. 6 z t I. 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Z�ZN�WZ�ZN�W n n n n 0 n n ; �ZN ta, = n n WZ-I'ZN�GJZ � h c-� _ c� � c7 ' -A Eti , ' n n WZ � c� � , • ' n ZNOwZ n 0 C) - �ZNDwZ�ZNQw n n n � n n n n � 3dJLL SSV1J H1aW1 MOaNIM :3dA1 'd0HaNV :d1V211SenS M0HONV 000'91 E09' - = - = - -£09' x___ - E{3S = = - m ot, E09'b£ £09'8z 1HO13H MOCINI '9 318VJ. QI 1'r SiI i M A�JA I= 31od S31111Nvno ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 SUBSTRATE: ANCHOR TYPE. WINDOW GLASS WIDTH TYPE ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 181/2" MAX. FROM TOP CORNERS © coo NQNQ�ONO�O�ONONO` 5 U Z 8 U zvto U � U Z U U Zcoo U O � U Z U U ZMO -Q!V U 0 � U Z NO�Ocsror4 U Q ZMO U a � U Z U U ZMO U O NO�0 �? U Z U U z 0c4 U 0 0 0 � U Z O U U ZMO ONO�O`+O U a ?� U Z U U Z U C,D,E,F,G, H,I,J,K,L 18.125 A,B,M JAMBS - 171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOWMTG.RAIL ASILL - ANCHORS NOT REQUIRED 3, INSTALL PER THE ADJACENT TABLE ANCHOR 1 1 1 1 1 11 1 I-i-[221 1 1 2222212222222222222222ZZ22322232322232 1 1 1 1 1 1 1 1� 1_ w 1 �1 F ^1 1 �1 _ 14 w 1 1 1 1 1 1_ 1_ 1 1 1 1 1 1 1 1 1_ 1 1 1 1 1 1 1 1 1 1 2 2 2 1 2 2 _1_ 2 2 2 1 2 2 _1 2 2 2 2 2 2 2 2 2 2 _1_ 2 (2 _ 2 2 _1 2 2 2 2 3 2 _1_ 2 2 3 2 _1 3 2 2 2 3 2 79 PSF QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 24.000 H, AK I_ NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 1 1 1 1 1 1 1_ 1 1 1 2 2 _1_ 1 1 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 3 2 1 3 2 1 2 2 _1 3 2 1 3 2 1 2 2 _1 3 2 1 3 2 _1 2 2 _1 3 2 A,B,M PSF 1 1_ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE1 "LESS. a 57bESIGN PRESSURE LIMITATIONS: 1 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 :2]L2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 68 77 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 C,D,E,F,G, 32.000 H,I,J,K,L A,B,M 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 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 9 11 1 111 2222222322223322333332 — 33 332233433243 333243 PSF PRESSURE FOR THE RESPECTIVE SIZE 59 67 79 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 C,D,E,F,G, AND GLASS TYPE IS 37 000 H I J K L AVAILABLE. 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 A,B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 1 1 1 1 2 2 2 2 2 2 2 3 _2T2 _2F3 3 3 -212 -313 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 L4 3 2 4 L3 PSF 54 79 62179 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.Op0 H,I,J,K,L 111111 222222232233 33 22 33433343333343 443343443353 A,B.M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 �2 2 2 2 2 2 2 2 2 III Ili 1 1 2 2 2 2 2 2 2 3 2 2 3 3 3 3 2 2 3 3 4 3 3 3 4 E3 ±L3 ±L 4 3 3 4 3 4 4 3 3 5 3 TABLE KEY: PSF 49 79 561 79 1 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MAX PSF 44.000 H,IAK,L 111 1 11 2222Z2332233342333443343443343443343443354 (DP LIMITED? 7(217 Rc>oucr RUVISED A,B,M 2 2 2 2 2 2 2 2 2 2 2 2- 2 2 2 2 2 2 2 2 2 _2 2 2 HEAD 3 s wmpiyins wld► the P'io=ida JAMB ABOVE 3 3 uiidin� Cnde 111111 222222332233342333443343 44 33 3 :4433 33443354 ceaw lt•1C�t �l � % PSF 45 74 51 74 79 79 �C'' RAIL C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW 48.000 H,I,J,K,L 111 111 22222233223334 -I-- 3344443344444354444354 C''��' Mia�mt a�prod+ta � A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 PULL DP tttllirr 1.1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3 5 4 PSF 41 67 46 67 76 79 HEAD 2 \`�� ,yN...... 4F�//�. C,D,E,F,G, 2 2 2 2' Z 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 _2 3 JAMB ABOVE 2 2 `��o•.�ErisE •.,.•* �� 53.125 H,I,J,K,I 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 5 5 4 3 5 4 5 5 4 3 a54: MTG.RAIL .; 58705 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 _3 2 2 3 2 3 3 2 3 JAMB BELOW _ N0 A,B,M 1 11 1 11 222222333333443344443344443344544354544354 MTG. RAIL ( oto�r 'tW� I— I RwasY Dom: i'0 '• Of J.J. 90107/99 D NoCHAIVGES THIS SHEET SPACING, STANDARD VIEW i'A •'•• s�A �` 1070 TECHNOLOGY DRIVE �� O,c • • . I:LORN. • •' J.A 04101111 C dtlA MMMWHOR QTYIS RESTRICTED BYSIg NOKOMIS, FL 34276 Pj1cmT ' F �. R c D E . ALUM. SINGLE HUNG WINDOW, IMPACT ''�, F.IC 94/43/06 B ADD DP MAX. WHEREANCH4R QTYIS RESTRICTED BY SIZE P.O. B X 1520 Di D NOKOMIS FL 34274 Visibly Better s "� rr� A. LYNN MILLIdK P.E. F.K. 7129105 J.J. 21`23107 8li7oD NTS 9 77 4040-20 D FL P.E.# 58705 ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE: ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 22.668 28.211 WIDTH 33.754 1 39.296 44.839 2 50.382 2 55.925 o NO U 0OCNF0rO U v -O o U U v .oNZ'U U o � v pO c3 Oc%i o oN` o O o -U 0 o" a OU v CU o cv ?O v N O�oNU v Ov o c' v J v ,U 7�i o o v O U v HWINDOW O U WIDTH GLASS TYPE 19.125 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 1 2 1 2 1 2 1 2 1 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 2 24-000 D,E,F,J, 1 1 1 1 1 1 1 2 1 2 1 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 2 1 32.000 D,E,F,J, . 1 ;I;I "� 1 1 2 1 2 1 2 2 3 E-2 1 3 _ 3_ 2K,L ..3_ - 3 3- 2ry _-3 4- _.3__ . 4_. _ .4_ -3 . 5.._ 74 PSF 79 2 2 2 2 37.000 D,E,F,J, K,L 1 1 . 1 _. 2 _ 2_ 1 __ 2 2 2 2 3 1 2 2 3 Z 3 1 3 2 4 2 3 1_1_2 13 3 2 4 1 3 2 4 2 4 1 4 2 5 2 5 1 4 2 5 PS.F 79 79 2 79 2 79 2 2 3 2 3 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 63 2 2 2 2 2 2 2 K,L - 1 1 1 2 2- 2- 3 3 3 4- 3 4 4 3 4 4 43-1 5 -4 1 4 1 5- 5 4_ 6� PSF 79 76 79 1 77 79 79 79 2 2 2 44.000 D,E,F,J, K,L 2 2 2 2 2 2 2 2 2 2 2 2 2 �4 2 2 2 2 2 2 2 2 2 �5- 2 2 1 1 1 2 2- 2 3 3- 3 4 4� 4 13� 5 4 3 5 5 4� 5 4 6 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, K,L 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 1 1 1 2 2 2 3 3 3 4 -4 4 5 4-1- 5 5� 4- 6 5 T 4 6 6 5 6 PSF 71 79 63 71 79 64 74 66 77 69 69 53.125 D,E,F,J, K,L 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 -6- 2 �5 3 3 2 3 3 2 3 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 1 6 1 6� 5 7 6 1 5 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE. 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE- a U o 0 v Q U c3 o b C3 o 0 0 o v a v 0 nONZ ZMONZ Ze+1VNZ ZtpONZrZcoON2 ,.Zc! '4 2 1hONZ ZMOc Zti_ WINDOW or� qts `�� `�� vc�i' 8 8Cj � 8 8c3yQ v 8 c� c�N� $ c� c°a`�'� c� WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 24.000 2 1 1 2 1 1 1 2 2 1 2 1 2 2 2 1 2 2 1 2 2 2 2 1 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 1 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 2 __3_T 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 2 2 2 2 2 2 2 3 3 1 2 13 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 44.000 68 78 _.LL 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 1 3 1 4 5 1 3 1 4 5 3 4 48.000 63 72 79 2 2 2 2 2 2 3 2 3 4 3_[-3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 3 4 53.125 73 58 68 72 2 2 2 2 2 2 3 1 3 3 4 1 3 1 4 4 3 1 4 1 5 1 3 4 1 5 3 1 5 1 5 T 3 1 5 J.J. 40107191 1 D INO CHANGES TMS SHEET DAM AR, ' 04101111 C NO CHANGES TMs SHEET iig-OF Rev1*- -' REV1 EAINCH RA TAB FX 11/13(08 1 B IADDDPMAXWNEREANQ 1070 TECHNOLOGY DRIVE NOKOMI8, FL 34275 BY SIZE NOKOM 3 FL 3344274 Visibly Better 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 A DIMENSIONS: HEAD - 181/2" MAX. FROM CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 111/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM A 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 WINDOWS ARE 12 518° MIN. TO 38" MAX. AA 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. TABLE 7. KEY: MAX. PSF L[DP LIMITED) 992 HEAD 2 JAMB ABOVE 2 MTG. RAIL FU( LL DP) HEAD Z JAMB ABOVE 4 MTG. RAIL ® TABLE 8. KEY: MAX. PSF (DP LIMITED ) r 992 JAMB BELOW1 2 MTG. RAIL (FULL DP) JAMB BELOW [:2- MTG. RAL ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT 8xb5fA (#k Isaw I &wk I &&.1ftN96 SH7W I NTS 1 90 d if 1 4040-20 1 D oDuCT � SBDr9oddo nldin$ ��illtl ►, 0l.ViNN ,k No. 58705 S TT.r�f_,14 F o ' �...� •�': '••.. PLOR\'O O . SSIONA� �� A. LYNI�IIILLOf�, P.E. FL P.E.# 68705 m A 3.35 KSI MIN. CONCRETE OPTIONAL 1x WOOD BUCK —"" (SEE NOTE 4) 1/4" MAX. SHIM 10107111 EXTERIOR INTERIOR ALL HEAD AND SILL DETAIL ) CONCRETE ANCHOR "(SEE NOTE 1 & 3),L 2x WOOD BUCK Q(SEE NOTE 4) ;-t'* '. a 13/8'.' MIN.,1 /4" TAPCON, As • + ; •1 -3/4" MIN., 1/4" CRETE -FLEX _":7 1/4" MAX. SHIM DETAIL A WOOD ANCHOR (SEE NOTE 2 & 3)A 1318" t_ 114" MAX. DETAIL B SHIM TYPICAL FLANGED HEAD ANCHORAGE 1 1/4" MIN. 1 flnit . f_•'�' _ 13/8" IN 1/4" MAX. SHIM CONCRETE ANCHOR, FM BELOW MEETING RAIL. (SEE NOTE 1 & 3) A . ' 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU A L 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4% DETAIL C .131" DIA. M x 21/2" NO AT CORNE AND 5"C NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 114" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 114" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE 912 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" 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 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 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. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED 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). WOOD ANCHOR, FH BELOW MEETING A RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4)A TYPICAL FLANGED JAMB ANCHORAGE n SHIM . DETAIL F, (HEAD) D I NO CHANGES THIS SHEET 4 INTERIOR (ALL JAMB DETAILS) EXTERIOR lu � i 111tlflillilll tl l l� • V .131" DIA. MIN. x 2112" NAIL, AT CORNERS AND V O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE A I J.2 1 04101111 1 C I NO CHANGES W1S SHEET I Jul A OKOMIS. L 34 DRIVE r NOKOMlS, Ft 34276 P.O BOX 1529 C;T NOKOMIS, FL 34274 Visibly Better FRAME DETAIL G, (SILL) ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT so NFS d 'I 4040-20 o mplying with the Fledit ��lal� Cara"i�► 1� 3 1+ "5111�w Z014 itllll► \.Yt4N M/( • t4o. %'AO'• STA t: •• �C D A. LY // GUMILa!Ik, P. E. FL P.E.# 58705