The URL can be used to link to this page

WS-15-1400 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-236379 Permit Number: WS-6-15-1400 Scheduled Inspection Date: August 06, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: LOPEZ, CHRISTIAN R Work Classification: Window/Door Replacement Job Address: 190 NW 111 Street Miami Shores, FL 33168- Phone Number Parcel Number 1121360030480 Project: <NONE> Contractor: SOUTH WINDOWS AND DOORS INC Phone: (786)246-2529 Building Department Comments 10 WINDOWS AND 1 DOOR REPLACEMENT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed 1v6.4� Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 05, 2015 For Inspections please call: (305)762-4949 Page 10 of 33 �1 JUAN A ItODRIGUEZ- RA JOMOLCA AHCHITECTS.P.A. ARCH.REG.# 6691 625 SW 82 AVE. MIAMI, FL. 33144 PHONE 305.253.5211 FAX 305-251-5338 JULY 13, 2015 Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FI. 33138 PERMIT#: WS-6-15-1400 OWNER: Mr. CHRISTIAN LOPEZ 190 NW 111 ST Miami Shores, FI. 33168 DEAR BUILDING OFFICIAL THIS LETTER IS TO CERTIFY THAT ALL WINDOWS AND DOORS 2"x4" BUCKS, WHERE APPLICABLE HAS BEEN INSTALLED IN ACCORDANCE WITH THE ENCLOSED ENGINEERING DETAIL,AS WELL AS THE FLORIDA BUILDING CODE. a °CCDNC.S�UEIST�R&IFE p 2 BY PT WOOD BUCK. N. � R 1/4'DIA.ELCO TAPCON X 3 1/2' LONG. 1 1/2'MIN. EMBED INTO CONC.. AT 6" MAX. FROM ENDS k BALANCE O 12' MAX. C.C.STAGGERED WALL CBS 2'/BUCK. EXTERIORLWA LMi . . 2)(4;2)(6 OR 2X8 WB DETAIL 2 2" By WOOD BUCK CONNECTION IF YOU HAVE ANY QUESTIONS PLEASE CONTACT THIS OFFICE. OURS TRULY_ JUAN ODRIGUEZ R. (66/91 WS .1466 Miami Shores Villagef > 8, t � h11t t� 10050 N.E.2nd Avenue NW RIfCC(BSIvlftt±�)CNT'4hltldcl�rll + c�r�1�p1�lGem Miami Shores,FL 33138-0000 Polm€t tu _APPROVE o d` Phone: (305)795-2204 �YORiPp' as P a tssueDatr� 12�01 Expiration: 12109/2015 Project Address Parcel Number Applicant 190 NW 111 Street 1121360030480 CHRISTIAN R LOPEZ Miami Shores, FL 33168- Block: Lot: Owner Information Address Phone Cell CHRISTIAN R LOPEZ 190 NW 111 S�FL MIAMI SHORE3168- 190 NW 111 Street MIAMI SHORES FL 33168- Contractor(s) Phone Cell Phone Valuation: $ 5,620.00 SOUTH WINDOWS AND DOORS INC (786)246-2529 Total Sq Feet: 140 Type of Work: 10 WINDOWS AND 1 DOOR REPLACEMENT Available Inspections: No of Openings: 11 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.60 DBPR Fee Invoice# WS-6-15-55905 $3.15 06/12/2015 Check#:2542 $ 187.90 $50.00 DCA Fee $3.15 Education Surcharge $1.20 06/09/2015 Check#:2541 $50.00 $0.00 Permit Fee $210.00 Scanning Fee $12.00 Technology Fee $4.80 Total: $237.90 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informal n is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above- ed con or to do the work stated. ,/' June 12, 2015 Authorized Signature:Owner / A Date Building Department Copy June 12,2015 1 f Miami Shores Village RJEcI ,IVSD Building Department JUN 0 9 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 $Y: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 e0 BUILDING Master Permit Nol I1E2 PERMIT APPLICATION sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION r-1 RENEWAL F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: C1 U Q T City: Miami Shores County: Miami Dade Zip: z,-5 1 (C F Folio/Parcel#: `� _ l � C3(Y?) C-' Is the Building Historically Designated:Yes NO Occupancy Type: Load: ( � Construction Type: �, Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): �\1 f �� t Ll '� \� ' 1 Phone#: Address: Vf F11 I,,- City: `City: State: 1 - Zip: 1 O Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: t.r `��l � �ti'1`i1C l �. Cly a,'- �tl�__ Phone#'\ Address: t 1 City: e`�ttCLk.�ti I State: - Zip: Qualifier Name: I ` ut Q'A \/c&CCC- rr Phone#: State Certification or Registration#: ! Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved a d a reinspection fee will be charged. 4 Signature SignatureG WNER or AGENT CONTRACTOR The foregoing t was acknowledged before me this The foregoing instrument was acknowledged before me this �G day of (Lq 20 1, bypp � day of ��h-IL 20 ( 5 by ,who is personally known to '�jQ&k Q� \ Q&A Q S who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: I Sign: i� Sign: 0J J, Print: C\ �k 1 C��. L: Print: Seal: Ago pd& �otery Public State of Florida Seal: ,p� wry Public Staff of Florida ,r y,Ma Maria tee Cordova .�✓ Ana Maria de Cordova XXV• My Commission FF 217186 My Commission FF 217186 p� Expires 0410512019 ora E)OM 04/05=19 ******** * * ************************ ********** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) MIAM{•DADE WtIAnn-DADE COUNTY eENNOW 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) wwcv.miamidade.zov/economy Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 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"SH-7700(Flange Frame)" Aluminum Single Hung Window--L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09,with revision"B"dated 08/11/11,prepared by manufacturer, and signed and sealed by Thomas J. Sotos, 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, 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 put-poses 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,12-0127.16 arAconsists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approodocOntrten0 tab 00 t* 0 The submitted dggitn�gjtt%i*,ve%refer!gjb y Jaime D. Gascon,P.E. .. NOA No.14-0908.10 MIAMI DARE CMAE ,U1QTY • • !•% •}t p , ,; •. . • � Expiration Date: December 27 2016 ••• • ••• • s tl • • Approval Date: November 06,2014 Page 1 . • . . • • • • . . .•. • • . •.. • • Lawson Industries,Inc. NOTICE Or ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted-iinder pervious NDA No. 09-0706.09) 2. Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09 with revision dated "B" dated 08/11/14,prepared by manufacturer, and signed and sealed by Thomas J.Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung fin window,prepared by Hurricane Engineering&Testing,Inc., all Test Reports No.'s HETI-09 2530A and HETI-09-2530B, dated 03/02/09, signed and sealed by Candido F. Font,P.E. (Submitted ander pervious NOA No. 09-0706.09) 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 241-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung fin window,prepared by Hurricane Engineering&Testing,Inc.,all Test Reports No.'s HETI-08-2003 C,HETI-08-2004 A,HETI-08--2060 A,HET148-2060 B, HETI-08-2061 A,HETI-08-2061 B,HETI-08-2062 A,HETI-08-2062 B, HETI-08 2063A,HETI-08-2063B,HETI-08-2064A and HETI-08-2064B, dated 03/15/08,signed and sealed by Candido F. Font,P.E. (Submitted rinder NOA No. 08-0825.17) 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung fin window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo,P.E. (Submitter)rider previous NOA No. 01-1009.0X) • • . - • • •• • 0 so Jaime D.Gascon,P.E. Product Control Section Supervisor . . . • ••• •• . . . . . . NOA No. 14-0908.10 . •.. . .••. .• . . .. . .• • • Expiration Date: December 27,2016 . • •• 0. Approval Date: November 06,2014 E-1 ... . . . . ••• • . . . . . V: . . . . . •• •• 00 . •• •• ... . . . ... . . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No. 11-0705.09) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. I1-0624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas It Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 51h Edition (2014), issued by manufacturer, dated 09/02/14,signed and sealed by Thomas J. Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted anderprevious NOA No.1.2--0127.76) 4. Statement letter of no financial interest, dated 05/28/09, signed and sealed by Thomas J. Sotos,P. E. (Subu:fitted under previotts NDA No. 11-0705.09) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA No. 08-0527.17, dated 02/27/09, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NDA No. 11-0705.09) • �, Jaime D.Gascon,P.E. Product Control Section Supervisor • ••• •• NOA No. 14-0908.10 . . .. . . . . . . Expiration Date: December 27,2016 . .. . . . . . . . Approval Date: November•06,201.4 . V: Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for all Test Reports No.'s HETI-09-2530 A and HETI-09-2530B, issued by Hurricane Engineering & Testing, Inc,, dated 03/02/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0706.09) 7. Laboratory compliance letter for all Test Reports No.'s HETI-08-2003 C, HETI-08 2004 A,HETI-08-2060 A,HETI--08--2060 B,HETI-08-2061 A, HETI-08-2061 B,HETI-08-2062 A, HETI-08-2062 B, HETI-08-2063A, HETI-08-2063B,HETI--08-2064A and HETI-08-2064B,issued by Hurricane Engineering&Testing,Inc., dated 03/15108, signed and sealed by Candido F.Font, P. E. (Submitted under previous NOA No. 08-0825.17) S. Laboratory compliance letter for all Test Reports No.'s FTL-2987 and FTLr-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27101, signed and sealed by Luis Antonio Figueredo,P. E. (Submitted!aider previous NOA No. 01-0406.08) G. OTHERS 1. Notice of Acceptance No. 12-0127.16, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame) Aluminum Single Hung Window — L.M.I.", approved on 03/29/12 and expiring on 12/27/16. •• ••• •• • • .• Jaime D.Gascon,P.E. Product Control Section Supervisor • 0:6• •• NOA No.14-0908.10 • • • • Expiration Date: December 27,2016 . . .. . . . . . . •:0 Approval Date: November 06,2014 f M lA M[•DADS MIAMI--DARE COUNTY oNIEWPRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCIrS(RER) It 805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE {NOA) wWw.ntlanddade.eov/ecommiy Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 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 detennined 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 9200" Outswing Aluminum Casement Window--L.M.I. APPROVAL DOCUMENT: Drawing No. L3200-0801, titled "Series: 3200 Outswing Impact Casement Window", sheets 01 through 07 of 07, dated 07/27108, with revision "C" dated 08/25/14, prepared by manufacturer,signed and sealed by Thomas J. Sotos,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 Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 fried 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 dates 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. 13-1217.22 and consists of this page 1 and evidence pages ls1 and E-2, as well as approval document mentioned above. The submitted documentation,�yasovioNvtd j y.JiVn2e V Gascon,P.E. •• ••• " NOA No. 14-0908.20 QM[AMM1M'0= ,';� � j Expiration Date: March 04,2019 �� .t`t► ' •«• • .•. Approval Date: November-27,2014 « ; °t ;• ; ; «•; ; Pagel • ' Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1020.08) 2. Drawing No.L3200-0801, Sheets 01 through 07 of 07,titled"Series: 3200 Outswing Impact Casement Window",dated 07/27/08,with revision "C"dated 08/25/14, prepared by manufacturer,signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami. glass w/PVB laminate by DuPont, Test Reports No.'s HETI-08-2099A, HETI-08-2102A, HETI-08-2097A, HETI-08-2103A and HETI-08 2131A, all dated 07/10/08, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 08-1020.08) 2. 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 a series 3200 outswing aluminum casement window, X configuration, w/5116" ann. Lami. glass wl PVB laminate by DuPont, Test Reports No.'s HETI--08-2099B, HETI-08-2100, HETI-08-2101,11ETI-08-2102B,HETI-08-2097B,H ETI-08-2103B,HETI-08-2104, HETI-08-2105, HETI-08-2106, HETI-08-2125 and HETI-08-2131B, all dated 07/10/08,signed and sealed by Candida F. Font,P.E. (Submitted under NOA No. 08-1020.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 10/01/08 and 01/30/09,signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No. 12-0127.21) Z. Glazing complies with ASTM E1300-04/09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNenuours & Co., Inc. for their"DuPont SentryGlas©Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite©PVB Interlayer"dated 04/11/13, expiring on 12/11/16. •• . . .• Jaime D.Gascon,P.E: Product Control Section-Supervisor ..• ,.: •• •` ' ' '• NOA No.14-0908.20 Expiration Date: March 04,2019 • ••• •• . •• ••• Approval Date: November 27,2014 I r M IAM I•DADE b11Akl1--RADE COUNTY MIR PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMIMSTRATI0N DIVISION T(786)315--2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) rvnw.miamidade.Eov/econontn Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constnrction materials. The documentation sribnritted 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, Of 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 "HS-8700{Flange-Frame)"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L8700--0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B", dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos,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, 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 NQA Nm-124lV.0&arid eppsists of this page 1 and evidence pages F-1, E-2 and E-3; as well as approval 404cument 14tionid abcv06. The submitted docuUV'rtgtl(pi h rey'rev�ec by sime D.Gascon,P.E. .. ., NOA No.14-0908J4 MIAM!•DF.ADECOU Tf ; �. ` F Expiration Date: April 11,2017 :. ;%;,;; �• •: Approval Date: Nuvernber 13 2014 ... t`�. .. Page 1 ... •.. f Lawson Industries,Inc. NOTICE Or ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. - (Submitted under-previous NDA No. 11-0705.10) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision `B" dated 08/11/14,prepared by manufacturer,and signed and sealed by Thomas 3, Sotos,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) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 114 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3049 and HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font,P. E. (Submitted turner previous NOA No. 11-0705.10) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET-10-3225, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an altuninum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3048, HETI--10-30491, dated 11/09/10, HETI-103050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI--10-3224 and HETI-10-3226, dated 03/23/11,signed and sealed by Candido F. Font,P.E. (Submitted under previous NDA No. 11-0705.10) 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 horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael (SnbrtufteXiitVeS p3•eLiMCN0,4 No. 11-0705.10) Jaime D.Gascon,P.E. Product Control Section Supervisor • ••• •• NOA No. 14-0208,14 • : : : Expiration Date: April 11,2017 •• •• Approval Date: November 13,2014 . .. . . . . . . . E-1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)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.l,_ TAS 202-94 along with marked—tip drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window,XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08 2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, signed and sealed by Candido F. Font,P.E. (Stibitzitted under previous NOA No. 09-0706.05) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202--94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, all signed and scaled by Luis Antonio Figueredo,P.E. (Submitted wider NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01125/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE L Miami—Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. • • •• • • • • • •• ••• •• •• Jaime D.Gascon,P.l . Product Control Section SEipervisor • ••• NOA No. 14-0908.14 • Expiration Date: April 11,2017 . . .. . . . . . . • •• Approval Date: November 13,2014 .. . . . . • . . • . ••• • • . . . . . . . . . . . •• •• . . • •• .. ... . . . ... . . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD-2003, titled "La Porte—Impact French Out—Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revision "G",dated 04/15/15,signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11-3201, issued on 01/06/2011, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 11-0202.03) 2. 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 Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09-2623, HETI49-2645, HETI-09-2624 and HETI-09--2646, issued on 10/22/2009,signed and sealed by Candido F. Font, P.E. (Submitted under NOA No.10-0128.04) 3. 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 Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HETI-04-1896 A, HETI-04-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04,all signed and sealed by Rafael E.Droz—Seda,P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1)Tensile Test, per FBC,ASTM E-8 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02—TO95 and HETI-02—T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz—Seda, P.E. 6V 44 anted under XQA Xo. 03-0219.01) . . . • .. Jaime D.Gascon,P.E. . . . . . . . . . . �. . . Product Control Section Supervisor •• NOA No. 14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 ... . . ... E-1 . . . . . . . . . . . .. .. . . . .. .. Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) 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 aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI42-1742, HETI42-1763 and HETI42-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No.10-0128.04) 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray PVB Glass Interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas®Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 5th Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos,P.E. 2. StatelVeigt•letter of.conformance, no financial interest and compliance with the FBC-20U aAd:Ai A 101/ I.S.2-97, dated 01/25/12, signed and sealed b Thomas 1.SoT;s,'1':E: : •• g Y .. ... .. • . • •• (Submitted under previous NOA No. 12-0127.23) • •.• Jaime D.Gascon,P. • • • • • ' ' Product Control Section Supervisor ' . •• . NOA No. 14-0908.07 . .. goo . . . ••• . " 0 Expiration Dale: June 05,2018 Approval Date: May 07,2015 •.• . . . . ••• . . I -2 •.•. • . . . . . . . . . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 2. Proposal issued by Product Control,dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering& Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font,P. E. (Submitted cinder NOA No. 11-0202.03) 4. Proposal issued by Product Control,dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI-- 09-2645, HETI-09-2624 and HETI-09 2646, issued by Hurricane Engineering & Testing,Inc.,dated 10/22/09, signed and sealed by Candido F.Font,P. E. (Submitted under NOA No.10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HETI-04-1896B, HETI-04-1377, HETI-02--T095, HETI42-T090, HETI-02-1253, HETI42-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HET142-1763 and HETI42-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 13-0328.11, issued to Lawson Industries, Inc. for their Series "La Porte 8'-0" Outswing Aluminum French Doors - L.M.I.", approved on 06/06/13 and expiring on 06/05/18. .. ... . . . . . .. • Jaime D.Gascon, .E. .. ... .. . . . .. Product Control Section Supervisor •. . . NOA No. 14-0908.07 . • ••• " Expiration Date: June 05,2018 . . . . . . • '• Approval Date: May 07,2015 .. . . ... . . . ... . 48' 53.125' 53.{25' - INSTALLATION ANCHORS, WINDOW FLANGE FRAME WIDTH WINDOW FLANGE FRAME WIDTH INSTALLATION ANCHORS, WINDOW FLANGE FRAME WIDTH co (A) 4 MAX. AT FRAME HEAD INSTALLATION ANCHORSI (A) 4 MAX. AT FRAME HEAD (B) NONE PER FRAME SILL 13 3/4' k (A) 4 MAX. AT FRAME HEAD 10 15/16' A (B) NONE PER FRAME SILL 13 3/4' O p (C) FRAME JAMBS (SEE SHEET #4) A MAX.I ❑.C.I� (B) NONE PER FRAME SILL AMAX. Q.C. <C) FRAME JAMBS (SEE SHEET #4) A ��MAX, O.C.1� 6• O z (= MAX CC) FRAME JAHBS (SEE SHEET #4) 6, IO Q 6.(MAX.-TYP. 0 6' �. 6 MAX.-TYP. ® M o0 ALL CORNERS) LIAX._ ALL CORNERS M M x. D.L.O. WidthALL CORNERS ii ii � ii {i r =:;43 9/16"11 • 0 it a it G Ii a a E q d W wo ii ii x j i u T Wto n i 11 S O QC 011 to 10 1/4' _____= » J 0 p li M `� . 9 3/B' // �/ r If II J u 0 3 x u p 1I >< 0 n so ¢w 11 n p 11 W g MAX. ABOVE 0 u Lo 0 n a 11 u MAX. ABOVE a II Z } �1 43 u u w <F 10 3/16' O OBJ {y,1 MEETING RAILS 11 11 z v Ci w _ S O 11 II O x a iR 2 __-_ 1 _ II X _-- D = W __ 11 II ?C Z 4 za ==�F=== .==Qc=- --_ .�. I' I =ice--= = R=== _' rs B II tl W W t 1 > ---- I ! I W +++w .+ ARO I D.L.O. wi ti O W Q'i rn a u 3 = a1't z MEETING RAILS Mox. :61.O. Widt{1 y Y x M o b vt a cil =11 48 1 1 1 b 00 iL �=I z Nw co Ir �1 1 Y O O> N 1-- AT � I I I+ N is w W L 11 I I N U ,.., a0w a 1 6' MEETING If ii n� j ii B li W E" �j h $¢ RAIL o c I L3� I A7 o z rj' v `�+ x a ii ii r z I`= a 3 6'MEETING z w= as 6' MEETING ~ i w II I S a o RAILS 3 W N z om wQ u, II I h �.. RAILS 1 ❑ -1 z " n = F1 h z !! ll u 3 ` c n N N W 9 7/8' - - it In 3¢ 3 8 MAX, BELOW ----Al 11 / - 1 - o E < i I n I rn > L) MAX. BELOW ;;/ 11 6 11 X MEETING RAILS _ ! •d z _�_ -__� - Y MEETING RAILS �{ ----,"'- �I / I i' ii p = ti' O Z 1 � t 1 W O 11 11 X / II If 11....11 II 11 f It � N N � II � N l+ 11 I1 Il 11 cr 6 6MAX. 6�MAX. MAX. i U! z (' C EXT. & INT. FALSE COLONIAL EXT. INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W wj 52.125' 52.!25' MUNTINS ARE APPLIED W/ T47.000' W/ SILICONE AND ARE C O WINDOW BUCK WIDTH WINDOW BUCK WIDTH WINDOW BUCK WIDTH 0 14 W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. EI 1` „ AVAILABLE AS OPTIONAL. 48" x 78" EQUAL LITE ELEVATION UN-EQUAL LITE RADIUS ELEVATION UN-EQUAL LITE ELEVATION �ga"� INCLUDES UN--EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 6) (LIMITED TO LOADS ON SHEET 4 OF 5) (LIMITED TO WADS ON SHEET 4 OF 5) SERIES---"7'700 SINGLE HUNG IMPACT WINDOW - FLANGE FRAME A General Notes: z w 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS 53.125• OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE INSTALLATION ANCHORS- WINDOW FLANGE FRAME WIDTH VELOCITY (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. (A) 4 MAX. AT FRAME HEAD SHUTTERS NOT RE UIRED (B) NONE PER FRAME SILL -�I 13 3/4' ( Q ) <C3 FRAME JAMBS (SEE SHEET #4) 1 MAX. O.C. u o 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING o v 1 m RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 6'ALLPCORNERS} col N o o 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES Moi D.L.O. Widthc. s s 4 4 ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED =;{48 11/1@1; ON SHEET 4. ' �I If i j j _ 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE 9 /E' _-----s ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND a H MAX, ABOVE it n Y u TO HE REVIEWED BY BUILDING OFFICLAL. a It X I! p .11 w 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS .,W z z IfB ii Z z m TYPES TABULATED HEREIN (SEE SHEET #3), AND FOR USE WITH DOUBLE GLAZE N� } i AT `�' 1b/�Y 1 m LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). pw� "' 6' MEETING m1D ; 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. r.2 I �� RAIL ho 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. � a 0 i� ii d x x 8.) FOR OPTIONAL FWA IE INSTALLATION DETAILS SEE SHEET S. W _ °O 3 tElilill► /q 9.) EXT. & INT. FALSE .GDLf>.'dIAL 11UNTINS ARE•QPTIONAL & AND ARE APPLIED W/ SILICONE ' 4MIAX, BELOW ='__ = - ----,�,+/=O r "If U � °e� • • • • • • = MEETING RAIL / I , � ""••"�qf/ Pp 10.) WOOD BUCKS IN OONTACT•WIf[lI 4ODC&EfE•MUST BE PRESSURE TREATED AND ANCHORED c I 11 w a r`�,-•`•p rF> dr (BY OTHERS), P111 •0A-TO 11fISDdW.•IAT=ATIbX. (SEE SHEET #2 FOR DETAIL & NOTES) t WOOD BUCKS TO BE ANCHORED IN CaMPUnCE WITH THE 2014 FBC CHAPTER 24, 11 1R E~`�' SECTION 11.3.9.3 R02}IJCI'R8VISED o "MAX. complyIng with the Florida �' Illledn"'56 maqv(m C'OdC '+ �! 11.) APPROVAL APPIA$ 'fQ'SINC�E'Uj�l'!TS Old y�IDp�Y SIDE MULLED UNITS. , 12.) MULLING S1NGL�.I�iUND �NDni�S;WjT$ GTQE$ 'TYPES OF MIAM(--DARE COUNTY APPROVED C �lra�1�U�r,t• �� '-'t ;: ,; � `'�, � WINDOWS US1NG4 9 MI41 1-DqE CQ15NTY PR VED MULLION IN BETWEEN ARE ACCEPTABLE EXT. & INT, FALSE COLONIAL • MUNTINS.ARE APPLIED W/ BUT THE LOWER DESIGN PRESSURE FRO TH WINDOWS OR MULLION APPROVAL WILL APPLY 52.125• __' _ W/ SILICONE AND ARE TO THE ENTIRE MULLED SYSTEM. CWIDTH WINDOW BUCK H :11ari ado Pto I I Control a ¢ .. °'°°°' • `"�� AVAILABLE AS OPTIONAL. - 13.) SEE SHEET # 3 XQU VULLTpN• 4EW,A;7ACtIMENT DETAILS & OPTIONS. EQUAL LITE ELEVATION 14.) ALL METAL/STEiL jN QONT4C':.VTlgALVM[NrM OR OTHER DISSIMILAR MATERIALS TO BE (LIMITED TO LOADS ON SHEET 4 OF 5) PAINTED OR PLATED A • •MEET SEOT14ON 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. A 13 H14 S.M.S. W/ 1 1/4' 24 MIN. EMBEDMENT INTO WOOD. 26 <SEE ELEVATION AT SHEET #1 'SILICONE FOR MAX. FASTENER SPACING) ---- 1/4' MAX INTERIOR 6 23 SHIN SPACE INTERIOR FINISH F1it- 'SILICONE OPTIONS'i 0 -------_� NOT BY LAWSON INDUSTRIES, INC. (0 ............ DOW CORNING 899 4D SCHNEE-MOREHEAD 5731 - ------------------------------ co TREMCO SPECTRUM 2 0.600,1 U rn --------- 25 (n 0) r1b EXT GRADE BACK BEDDING 21 'BE APPLIED BEHIND GLAZING DEPT z 0 TO LAMINATED GLASS COMPOSITION — TYPEWINDOW FRAME FLANGE BY 2 2X 2X INSTALLER (TYP.5 0 nmi GLASS DESCREMON (31, DETAIL TH DESCRIPTION ---------- 1 1/8' ANNEALED GLASS Z I c> rSAFL X/KEEPSAFE uj t - z q 2 0.090' PLASTIC INTERLAYER B Im nolo Y. 11 4 SOLUTIA' 0 a 3 1/8' ANNEALED GLASS 01 WEATHERPROOF LOCK (LATCH AND SWEEP) OPTIONS tA tJ X MOISTURE BARRIE Z Co 2 (L W citI C) BY OTHERS (TYP. 1 1/4' MIN, 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE w LAMINATED GLASS COMPOSITION — TYPE 3 tMBEDMENT LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. nmi GLASS DESCRIPTION DETAIL JULMiATE DESCRIPTION L M 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 1 1/8' ANNEALED GLASS Hour SENTRYGLAS PLUS 2 0.090' PLASTIC INTERLAYER EXTERIOR yl —------------------------------ 3 I/e' ANNEALED GLASS 0i 0j z EXT, GRADE PERIMETER W0�_ B DUPONT' ....1K K 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. CAULKING NOT BY fJ �D 'LAWSON INDUSTRIES-, HH TO BE APPLIED BY OTHERS LAMINATED GLASS COMPOSITION — TYPE 4_�ALTE JAMB (TYP.) (af w rrKw CLASS D%8CFJFnON I (;� DETAIL DESCRIPTION I 1/6' ANNEALED GLASS I iftr 1 1 1 STUCCO OVER METAL LATH NAILED TO rn T BUIAL;ITE PVB EXTERIOR GRADE PLYWOOD SHEATHING Z rj2 2 0.090' PLASTIC INTERLAYER By, 'DUPONT' TO BE SPECIFIED BY ARCHITECT OR G.C. 14 C/I H r94 co 01340- P4 3 1/6' ANNEALED GLASS (EXTERIOR FINISH BY OTHERS) 114 NOT BY LAWSON INDUSTRIES, INC WOOD FRAME INSTALLATION DETAIL N 'L3 r- w LAMINATED GLASS COMPOSITION — TYPE 5 U) rrxw CLASS DRSCRUMON DETAIL ILUMATE DESCREMON ALUMINUM MULLION— SEE MULLION APPROVALS FOR SEE MULLION APPROVALS FOR t 1/8' HEAT-STRENGHTENED GLASS] BUTBy �CITE PVH # 12 X 3/41 S.D.S. 0 MULLION TYPE, SIZE AND MAX. MULLJON TYPE, SIZE AND MAX. 2 0.090' PLASTIC INTERLAYER DUPONT' DESIGN PRESSURE LIMITATIONS. FLAT HEAD, PHILLIPS. DESIGN PRESSURE LIMITATIONS. 3 1/8' HEAT-STRENGHTEMED GLASS 34 0i (SEE ELEVATION AND (ALUM. 0.078" MIN. THICK) ------- LIP TABLES FOR QUANTITY INTERIOR NOTE: THE LOWER PRESSURES OF SINGLE I AND FASTENER SPACING) 1/41 MAX, HUNG WINDOW OR MULL SHALL GOVERN NOTE: THE LOWER PRESSURES OF SINGLE ir----- HUNG VANDOW OR MULL SHALL GOVERN SHIM # 12 S.D.S. X 1 1/4" L. INTERIOR I Is: SEE ELEV. FOR SPACING W 04� 23 0 'SILICONE OPTIONS, DOW CORNING 899 HNEE-MOREHEAB 5731 24 TRENCO SPECTRUM 2 E &600'J__j NOTE: a 8E GLAZING DEPTH 1 r 1. ALL STEEL IN CONTACT WITH -s 0 ALUM. TO BE PAINTED OR PLATED. T 2, METAL STRUCTURES: INSULATED LAMINATED GLASS COMPOSITION TYPE 6 ITEM CLASS DESCREMON 5 Dl TAOLAMINATE DESCRIPTION A) STEEL : Fy = 36 KSI MIN. I (STEEL 18 CA. MIN. THICK - 0.048) 1 1/8' HEAT-STRENOWENED GLASS IM =,-i-,-z I WINDOW FRAME 8) ALUMINUM 6063-TS MIN. 2 0.0"' PLASTIC INTERLAYER 1 0 V4' BUTACITE PVB EXTER PERIMETER (ALUM. 0.078- MIN. THIS 3 1/8' HEAT-STRENGWENED GLASS ...... .. ap IDUP13NTI E2 SEALANT EXTERIOR I — �� !_ EXTERIOR GRADE 4 1/4' INSULATED AN PACE .. ... .... PERIMETER CAULKING I ��;_I -"&; 5 1/9' ANNEALED GLASS FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL . INSULATED MIN a GIA—V t SITION TYPE 7 n1w GLASS DRSCRIPI[ION LUMATE DISCRIPTION U, ----------- PRODUCT REVISED 1 1/8' ANNEALED GLASS ---------- 2 0.090* PLASTIC INWRLAWR SAFLEX PVD w complying with the HoMa 3 1/01 ANNEALED GWS By, 'SOLUTIA' Building ODd % 4 1/4' INSULATED AN 46PACKL* to 5 1/8' ANNEALED GL/PSS I qv v fev, bde Pmducl 0011tru- P4 GIAZINGWICTA21--OAM :OPTIONS DESIGN LOAD CAPACITY (PS F) - VIEW WINDOWS W/ 3H VENTS DESIGN LOAD CAPACITY(PSF)-EQUALLITEWINDOWS # + / - Pressures (p sf) # +/-Pressures(pso WINDOW Jamb Glass Type Glass Type Glass Type WINDOW Jamb GlassT a GlassT a GlassT a GlassT a GlassT a GlassT e o q ~ Yp Yp Yp Yp Yp Yp WIDTH HEIGHT Anchors 4 6 6 �� WIDTH HEIGHT Anchors 2 3 4 6 6 70to q 19.125 50.625 60.0 80.0 80.0 19.125 26 80.0 80.0 60.0 80.0 80.0 80.0 1° 9 26.5 50.625 60.0 _80.0 80.0 26.5 26 80.0 80,0 60.0 80.0 80.0 80.0 to H 37 50.625 6 60.0 80.0 80.0 37 26 80.0 80.0 60.0 80.0 80.0 80.0 42. 50.625 60.0 80.0 80.0 0 `� g a o a 42 26 80.0 80.0 60.0 80.0 80.0 80.0 0 Fe H 48 50.625 60.0 80.0 80,0 \ rn p (n 48 26 80.0 80.0 60.0 80.0 80.0 80.0 O "q p., 53.125 50.625 60.0 80.0 80.0 \\ 3 v o 19.12 5 5 9 6 0.0 8 0.0 8 0.0 53.125 26 60.0 80.0 60.0 80.0 80.0 80.0 Z ).: k W 26.5 59 60.0 80.0 80.0 -1 z 19.125 38.375 80.0 80.0 60.0 80.0 80.0 80.0 w o A o 37 59 60.0 80.0 80.0 26.5 38.375 80.0 80.0 60.0 80.0 80.0 80.0 tn W = ti 42 59 6 60.0 80.0 80.0 37 38.375 4 80.0 80.0 60.0 80.0 80.0 80.0 °� d �"' rn 48 59 60,0 80.0 80.0 „- 42 38.375 80.0 80.0 60.0 80.0 80.0 80.0 W 53.125 59 60.0 80.0 80.0 48 38.375 80.0 80.0 60.0 80.0 80.0 80.0 � o C) 19.125 63 60.0 80.0 80.0 53.125 38.375 80.0 80.0 60.0 B0.0 80.0 80.0 , i- 2 6.5 63 6 0.0 8 0.0 8 0.0 19.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 N �"' 37 63 6 60.0 80.0 80.0 26.5 50.625 80.0 80.0 60.0 80.0 80.0 80.0 U 0 4 2 6 3 6 0.0 8 0.0 8 0.0 r.• j 37 50.625 80.0 80.0 60.0 80.0 80.0 80.0 48 63 60.0 80.0 80.0 /j / 42 50.625 6 80.0 80.0 60.0 80.0 60.0 80.0 Z x 5 3.12 5 63 60.0 80.0 80.0 48 50.625 80.0 80.0 60.0 80.0 80.0 80.0 or wiz 19.125 74.25 60.0 80.0 80.0 53.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 c 26.5 74.25 60.0 80.0 80.0 8 19.125 59 80.0 80.0 60.0 80.0 80.0 80.0 Z 37 74.25 60.0 80.0 80.0 W C4 26.5 59 80.0 80.0 60.0 80.0 80.0 80.0 �► W rn a 42 74.25 60.0 80.0 80.0 37 59 • 80.0 80.0 60.0 80.0 80.0 80.0 o 19.125 78 60.0 80.0 80.0 6 �+ O x 26.5 78 8 60.0 80.0 80.0 %/.�j 42 59 8d.0 80.0 60.0 80.0 80.0 80A 1- rr 37 78 60.0 80.0 80.0 1 48 59 80.0 80.0 - - - 80.0 w � I w42- 78 59.0 79.0 79.0 53.125 59 ca 80.0 80.0 - - - 80.0 A u] 19,125 63 80.0 80.0 60.0 80.0 80.0 80.0 DESIGN LOAD CAPACITY(PSF) - VIEW WINDOWS W/4H VENTS 26.5 63 80.0 80.0 60.0 80.0 80.0 80.0 Fi W # +/- Pressures(I7Sfl 37 63 80.0 80.0 60.0 80.0 80.0 80.0 Cn WINDOW Jamb Glass Type Glass Type Glass Type 42 63 6 80.0 80.0 60.0 80.0 80.0 80.0 WIDTH HEIGHT Anchors 4 5 6 48 63 80.0 80.0 - - - 80.0 o 19.125 59 60.0 80.0 80.0 53.125 63 80.0 80.0 - - - 80.0 N 26.5 59 60.0 80.0 80.0 19.125 74.25 80.0 80.0 60.0 80.0 80.0 80.0 N 26.5 74.25 80.0 80.0 60.0 80.0 80.0 80.0 a y 37 59 60.0 80.0 80.0 6 r/. 37 74.25 8 80.0 80.0 - - - 80.0 _ 42 59 60.0 a. 80.0 80.0 42 74.25 80.0 80.0 - - - 80.0 ; 3 48 59 60.0 80.0 80.0 48 74_.25 80.0 80.0 - - - 80.0 s o N 53.125 59 60.0 80.0 80.0 53.125 74.25 74.0 77.0 - - - 80.0 " 19.125 63 60.0 80.0 80.0 r ' j 19.125 78 80.0 80.0 60.0 80.0 80.0 80.0 z 26.5 78 80.0 80.0 60.0 80.0 80.0 80.0 26.5 63 60.0 80.0 80.0 r . ; a �a 37 78 8 80.0 80.0 - - - 80.0 37 63 60.0 80.0 80.0 fi 42 1 78 79.0 78.0 - - - 79.0 42 63 60.0 80.0 80.0 48 78 71.0 71.0 - - - 71.0 48 63 60.0 80.0 80.0 APPROVED �i �tiyEfi79.6i# 53.125 63 60.0 80.0 80.0 CONFIGURATIONS ��. * �.��_•r�'^�,, 19.125 74.25 ; : '. : : 60:0: 80.0 80.0 UN-EQUAL LITE � `^ °.`.``•, ' ... GD.O 26.5 74.25 80.0 80.0•: : : ' 37 74.25 8 60.0 80.0 80.0 ao u y� �ihe Flo w c r rida 42 74.25• ••• •• 60.0 80.0 80.0 is 30dlog Code ,�t. \cccptsnlcg No U 53.125 74.2 : :. : : 60:0: : 80.0 80.0 19.125 78..: :. .•. .•. 60•Q. .• 80.0 80.0 26.5 78 8 60.0 80.0 80.0 i / i / i/.1Y/ \� Miami Dade Product Control' 37 78 . . . . . 0060.0 80.0 80.0 42 78 : : : :59 0 79.0 79.0 APPROVED CONFIGURATIONS - EQUAL LITE A ANCHORS, 12 1 2' (A) 3 AT FRAISE HEAD (MAX. O.C.) (C) 3 AT FRAME SILL A Al 6" (TYPICAL ANCHOR CLUSTER ANCHOR CLUSTER (D) 5 AT EA. FRAME JAMB ( ')AT ANCH❑RS: SEE DETAIL #4 AT ANCHORS, SEE DETAIL #4 AT CORNERS) (A) 6 AT FRAME HEAD SHEET 7 ❑F 7 (A) 6 AT FRAME HEAD SHEET 7 ❑F 7 6"(�') (C) 6 AT FRAME SILL (FRAME SILL TYPICAL) (C) 6 AT FRAISE SILL <FRAME SILL TYPICAL) (D) 4 AT EA. FRAME JAMB ' 6" (TYPICAL (D) 4 AT EA. FRAME JAMB! 6" (TYPICAL ATI to 38 A2 ( )CORNERS) 38 A AL I(A+AX.)CORNS) Max D.L.oytr (h i (MAX,) (1AAX•)i CA I Al j = l _ / /•" o ! 30 5 8" o to 5 8' 16 I, ' r CCq �f.. // E 1. D . /%j - D 1 L w �j ,=_ /y,,' tTr w I , _._ a _ v L` o as o / i Fixed Lite ci w vo =% E` \ • o L ; Bracket of p 0 C:, s +� 3 7 <lu ` j, N Y oo a mid-spun. ID� o a a^o A C .D C4 ui \ �- /_/ y L,_ Q, N \ N 1" i i� .� 11 44, C. \ Wn+ / In 73 ---- a--= s �r ---_— - D ......___:_�__ \�1--------.- N o D �- �–�- --lL.- -1 _1L .__,SIL_ _--_ = 09 —__ _ --— -- -- - NA It\ \ 00 I // EXT, 6 INT. FALSE COLONIAL 6 25" O.C. MAX• 6' (MAX. B -kl; 4"l- l 8'T4ay 11 fixed Bracket 6• (� ) B -l4`{—l4' {—X•) {►tAz. 4" O.C. WAX f 8" from end. (tuts. 4' 25' 0. . MAX. MUNT]NS ARE APPLIED W/ 37' , p. at ail Fixed 74' AV SILICONE AND ARE WIND❑W FRAME WIDTH 74Lite Corners) WINDOW FRAME WIDTH AVAILABLE AS OPTIONAL. "X„ ELEVATION WINDOW FRAME WIDTH "XO" ELEVATION – (OX reversed) "XX" ELEVATION EXT. & INT. FALSE COLONIAL (LIMITED TO LOADS ON SHEET 5 OF 7) (LIMITED TO LOADS ON SHEET 6 OF 7) (LIMITED TO LOADS ON SHEET 6 OF 7) HUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. General Notes: SERIES-3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS ' WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR 1.) THIS WINDOW SYSTEM 19 DESIGNED AND TESTED TO COMPLY WITH THE MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98, THIS PRODUCT ANCHORS NOTE: IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. — 2•) 1X or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE ANCHORS TO BE #12 SMS OR WD. SCREWS INT❑ WOOD, OR BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. WITH A MINIMUM OF 1 1/4' PENETRATIIIN INTO WOOD OR 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE PRODUCTRCVISED ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND as Fomplying%villi Ilio Florida TO BE REVIEWED BY BUILDING OFFICIAL. 5.) SEE SHEET #3 FOR BILL OF MATERIALS AND DETAILS. Gt�1ldSngCoIN AC6CJ)I911C$l\0 _��./ CG••. 6.) SEE SHEET #5 & 6 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. .. ... . . 0 . . .. J3y,_ 7.) WOOD BUCKS IN CONTACT WITH CUCRET£ t*14T�BE la j'S*yRE TREATED AND ANCHORED i`gj40311t>x.l',rotluctCmttrol� (BY OTHERS), PRIOR TO WINDOW IfTSTALUTM& {. B�TCET #2 FOR DETAIL & NOTES) THO 7: ,BOYO$. , Rtvtekm xaw: e *00 e e PROFBSSI RNGINT3SR A. Revised to Comp w/ 2010 FBC LA ON 8.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO FX, 65225 ' � 8501 N.W. 90 ST. CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS MEDLEY, FLORIDA 33166 Q B. Renewal and Revision to sheet 5 do 6 of 7 INDUSTRII+'�a, INC_ PH No. (305) 696-8660 OF 2014 FLORIDA BUILDING CODE SECTIO •3003$.4 AJWf�.SECTION 2326.2 9.) EXT. & INT. FALSE COLONIAL MUN;LNS� s OprTJP*L:&.AI�Q:A$E:APPLIED W/ SILICONE _ ": C. Revised to Comply w/ 2014 FBC MANUFAOTURBR OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS 10.) FRAME SILL ANCHOR CLIPS TO B1.tSEA�dRED�Ti}�Ot�.'1tHE 11ISIDE£DGE OF THE WINDOW FRAME �aNOCilias� Pare cAsstateLY wfNDow 53200 eL LCNOA o1+j Rte„ AND TO BE TOTAL OF ANCHORS LOCATED REQUIRED AT SILL TO BE THECSAME AS FRAME HEAD.E. '%' N. ERAZO Date0%2�/oa Series: 3200 Outswing Impact Casement Window 11.) SEE SHEET # 4 OF 10 FOR FLANG;i.IAEHIMETBR•CA1U INSTALLATION DETAIL. Rtveeed Dy: Date fi"f& GENERAL NOTES & APPROVED ELEVATIONS (X, XX, XO or OX) S N. RRAZO 08/26/14 12.) EXT. & INT. FALSE COLONIAL MUNTIITS AVE.OPTrj�L s A4D.AgE APPLIED W/ SILICONE t ' ReWNon LevetSeale: P"uoi Refercnee Number: prawtng Numbtr. SAeet C DATE-- GSEMENT32o0-o8W)A-ol L3200-0801 1 OF 7 1 5/32' ALL P.T. WOOD BUCKS 1 5/32' 1 1/4' TAPCONS 4//— EDGE ENGINEERED SEPARATELY EDGE b 14 S.M.S. or 4/D, SCREW b// ° 1 5/32' ° 1 1/4' MIN. CONC. DISTANCE & T❑ BE REVIEWED DISTANCE 1 I/4 MIN. WOOD EMBED 9' EMBEDMENT ( „. . i7- EDGE ° ALL WOOD BUCKS BLDG, OFFICIAL (TYP. ;•. = -DISTANCE ° v. ° > ° 43 "�=':: t' v ENGINEERED SEPARATELY a` 47 / STUCCO t: ' '> `,r ' ;;.::'; & TO BE REVIEWED (LIN. EMBED.} ,` � (BY OTHERS) '" ''` ' ' 43 BLDG. OFFICIAL (TYP.) STUCCO , •:.� :P; v. v METAL LATH = ;. o.' v•.4 ° & STUCCO (BY OTHERS) : v" v ..` 47 47 1 !/4` 50 t t/4' ;. x:. 50 ( 1 D.) 2X WOOD BUCK (BY OTHERS) , i (MIN. E dBE 1 • (1,!tN. ELteED. ANCHORED TO CONC. V SHIM SPACE '� -a''� � �- Til BE P.T. (TYP.) PERIM, CAULKING BY OTHERS15 1 ! 2X WOOD 17 (TYP,) ! ,7 EXTERIOR GRADE 17 BUCK (TYP.)PERIMETER CAULKING 1/4' MAX. 15 BY OTHERS 1 ALL WOOD FRAMING SHIM SPACE i (TYR) ENGINEERED SEPARATELY 24 1 Al 15 1 & TO BE REVIEWED �� 1 BLDG. OFFICIAL (TYP.) 22 23 17 11 A _ 16 16 16 18 18 5 5 ; ;i;. 5 ii is it I r !! !! 21 1 B 42 !t i! r- li it 49 2 i; it !;12 16 48 1: it x !i it w r s is I it -i w H 2 = u it i; ,i i; x x H EI w !! !! EXTERIOR !! i' INTERIOR w " t'' EXTERIOR ;; ;; INTERIOR !; x a z t EXTERIOR �; INTERIOR �; !- 13 i! !i 14 51 = 13 14 51 W i� ! -GLASS !iit w _j ' > r 13 a > ' a 12 16 48 ' a 12 16 48 a !! 'i ra ,I It it i; a !" 49 W n !! 18 W ,! ii > ii �! 28 42 i 3p > 0 21 i� is i:: 21 i! ii 25 21 6 16 16 - 16 24 17 B 27 B 1 40 17 B 11 17 18 40 15 10 15 29 29 13 p 1/4' MAX. — 17 10 , 17 ! 17 SHIM SPACE EXT. GRADE1/4' t9AX. EXT. GRADE V1 SHII4 PERIM, CAULKING PERIM. CAULKING 61W5 (TYP.) (TYP.) a 26 : ` 2X WOOD STUCCO "'' 24 a i;,,, BUCK (TYP.) 50 (• / ) " ;_ �':� / t11N. EMt3ED. (BY OTHERS);.`` ' 4 a • t 1/a' 50 EXT. GRADE d (MIN. EWED.) 1 's?,• �.^ e 4 a :;•: PERIM. CAULKING (TYR) 44 44 P.T, WD, BUCK .. ... .. METAL LATH, STUCCO 2 3Y4' EDGE•D;ST;NCE • • • AND EXTERIOR GRADE ="' R `' '�" 2 3/ ' EDGE DISYANCE 2 3/4' EDGE DISTANCE • •• • • • ••; •• SHEATHING (BY OTHERS) • • • • • • • • • T130 -. .°"S FJsSS TIS, R.vlaion xo:.r. LA 1 �v/J �q T •• ••• •• • • • •• PROAL SNGINB!3�t A. Revised to Comply w 2010 f13C Y • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR PL 6b226" MED8501NX 90 ST. MEDLEY, FLORIDA 33166 MASONRY IS LESS THAN 1/8 SHIMS a4RE �QT REQ•U�REij. B. Renewal and Revision to sheet 5 & 6 of 7 NDUS'I'1RIIE; TNTC. PH No. (305) 696-8660 • • PRODUCT REVISED f C. Revised to Com w/ 2014 FBC MANUFACTURER OF QUALITY ALUXlNUX WINDOWS AND CLASS DOORS ANCHORS N09<E: ••• ••• ••• 4,;comptyi0p,with(lip,I�loma Draw Ctaa.: Part Claes Prod Cal.yary: Srrk./lfodrl• lt.m R.J�+..tet �: Rwlrron is • •• • • • • • )Ruilli(ug C�dc //�� r NOA ASSEMBLY VANDOW 3200 LCNOA 08-01 ANCHORS TO BE #12 SMS OR Wi •S•CREWS INTO WOf1D, ❑12• A&11)tll:r�No.L. _ �� .2- iz I ri . Ung?eVc Drawn ay: Dat.Draun 1/4' TAPCONS or APPROVED CO'NC. FASTENERS INTO CONC., r FZO N. ERAZO o7/;Yr/oe Series: 3200 Outswing Impact Casement Window WITH A MINIMUM OF 1 1/4' PENETRA.T ❑ INTA �44 AR . G/M �..-��_1,::�.�". •. - R.v4.d air Dale Rsulsc4 VERTICAL CROSS—SECTIONS, DETAILS NOTES N. ERAZO 08/26/i4 CONIC. (REFER 110 LOAD TABLES FOR;QU0NTI1ZES•9EQ9IREQ)) .4i::;,;i1?adePiodtictCOW roNumberit• • • • • • • • •.•. sh EMET32 -OBNOA-01 u4ny 6.kR„,i,„ tcC Pa / L3200 —0801 a OF 7 DATCAS --- OVERALL FRAME WIDTH STUCCO OTHERS)PERIMETER CAULKING EXTERIOR OVERALL VENT WIDTH 77T 8 18 DAYLIGHT WIDTH 7 3 15 g 39 8 3 50 , 21 12 16 48 12 16 48 -- 21 v 13 13 as 43 _ GLASS GLASS ° - •. ¢3 Vi A¢ Wo ,-. .-_.-_____.._.._-._.._.._..___.._.._.._.._.._.._.._.._.._.._.._.. ..___.._.._.._.._.._.._.._.._.._.._..___.._.._____.._------- FIXED VENT OPERABLE VENT - - 1 t 4" 14 51 51 14 a TAPC❑N (Mi 1.IBED.) 18 18 1rS — 18 1/4• 0 20 (IdIN. EMBED.) INTERIOR 42 11 47 17 16 16 1 17 16 17 17 47 17 a. = D1 1 D ALL WOOD BUCKS ENGINEERED SEPARATELY ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED & TO BE REVIEWED BY BLDG. OFFICIAL (TYPJ STUCCO BLDG. OFFICIAL (TYPJ P.T WOOD BUCK NOT BY LAWS❑N IND. (BY OTHERS? OVERALL FRAME WIDTH MUST SUSTAIN IMP❑SED LOADS 1/4• MAX. PERIMETER CAULKING ; •^ SHIN SPACE PERIMETER CAULKING _ OVERALL VENT WIDTH 3 15 18 7 38 39 DAYLIGHT WIDTH 8 37 18 15 18 8 a. 15 .`. 3 3 �. EXTERIOR 36 _ 21 EXTERIOR t. k21 21 12 16 48 jr 12 16 48 13 GLASS z _ 33 - - 34 c F ' - - --- -- 43 ° 43 n a 43 . ° GLASS d - OPERABLE VENT - w............ 35 - _ v TAPC❑N 14 51 - I / — b TAPC❑N (}AIN. Er BED.) 14 51 -0 1 1/4"^ �• '18 ----- 18 D 1 1 4"— 18 (MIN. EMBED) 2 INTERIOR 2 (MIN. ErdBED.} 20/ 21 35 9 V' 42 42 41 v INTERIOR 47 21 47 47 11 D 17 17 16 16 17 v 17 17 16 v+ MAX ALL WOOD BUCKS PRODUC'PREvISGD TsHlH SPACE as complying%vith the Florian D ('' 32 v • ENGINEERED SEPARATELY l-luildingCode, i• & TO BE REVIEWED Ac��pli"'�`'�9 66.•x` � ► Ex pi BLDG. OFFICIAL (TYP.) - - , .. .•. . • . •• 31 'tcctlo....w_. • • •• • • • • • �Qinlill I78{IChTO(h1C1(.'OD1S01�'� • •• • • • • ••• • • • • • • • • • • TH01dA$;.J.:ENGIN Rw.sfon sed ON PROFBSSi BNGIN�EB':- A Revised to Comply w/ 2010 IBC �� LI 6622b . '_" 8501 N.W. 90 ST. • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MEDLEY, FLORIDA 33166 MASONRY IS LESS THAN 1/8", SHIMS ARE �IQT REQ•U�REt�. B. Renewal and Revslon to sheet 5 Ec 6 of 7 INI)'CSSTI5.IES, INC. PH No. (305) 696-8660 • • • • •• • • • • . C. Revised to Comply w 2014 FBC YANUFACTURBR OF QUALITY ALUMINUM )l/ND01IS AND CLASS DOORS ANCHORS NOTE: •• •• Draw Cum Part Cfnee: Prod Coteyery S"U#/J!•d-t 11"n Refer-nee 0: Revteion 1: •• • • . ANCHORS TO BE 012 SMS OR WD*•S•CREWS INTO] WOOD, Olt• • { Non nsSEAiBLY WINDOW 3200 LCNOA 08-01 1/4' TAPCONS or APPROVED CONC, FASTENERS INT❑ CONC., �Dv N. ERAZO Dpa o7/27/os Series: 3200 Outswing Impact Casement Window WITH A MINIMUM OF 1 1/4' PENETF TJ❑fy INT.0 eWW0.AR • • Rev4ed Dy: Dote Rev(sed.• HORIZONTAL CROSS-SECTIONS, DETAILS & NOTES CONC, (REFER TO LOAD TABLES F❑R;QU$NTI1;E$•QEQQIR*) ` N. ERA20 08/26/14 • • • • • • • • • • ,. t RevWon Levet, Seat-: Produot ReJervwe Numlen DrauAnp MunMer: Sneef. 3 OF 7 a 0. •• DATE__ `# C CASEMENT3200-08NOA-01 taloa—oeoi 5/16" LAMINATED GLASS COMPOSITION - TYPE "A" 12 -- -- -- FIaE1ge FtdlllEnOW GIaZ@d with ITEM DESCRIPTION �� DETAIL 3200 Impact Casement Window Glass Type A Gla Type"B" Glass Type C Glass Type"D" Glass Type F Configu 1 1/8' ANNEALED GLASS __T 2 0.090' PVB INTERLAYER •0 ration: "X" 5116"Annealed Gass 5116" S.Gass-PVB 5116"H.S.Glass SG? 7/16"Annealed pass 11/16"Annealed Glass Butaclte PVB by DUPONT or �' ---__-� Size Width Nei ht ArTchors DP+ DP//- D (/+ DP/- DP(+ DP/- DP(+ DP(/- DP(+ DP(/-) 1 0.350 1�-- -- l ) - -{� ._ - - `__) {� _ \ � 1)_ _ \ � l! 9 { ) Saflex PVB by Eastman ChemlcaL Co. _:-__-_:_.:_: _- Code -- {irt) {in) HeaCUSllI Jamb - psf psf sf psf psf psf psf psf psf psf 3 1/e' ANNEALED GLASS --------_==- 12 19.125 26 2 2 59.0 59.0 P0.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 13 19.125 38.375 2 31 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 6/16" LAMINATED GLASS COMPOSITION - TYPE B 14 LU 14 19.125 50.625 2 4 59.0 59.0 70A 82.0 70.0 82.0 70.0 73,0 70.0 73.0 W ITEM DESCRIPTION DETAIL 9/16 N 15 19.125 63 2 5 59.0 59.0 70.0 62.0 70.0 82.0 70.0 73.0 70.0 73.0 1 1/8' NEAT-STRENGHTENED GLASS GLAZING BITE Cn 16 19.125 74.25 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2 0.090' PVB INTERLAYER A H32 26.5 26 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 Ica _=--:_:-- = 5/16" Laminated Saflex PVB by Eastman Chemical Co. I 03404 0 H33 26.5 38.375 3 3 59.0 59.0 70.0 82.0 70.0 82,0 70.0 73.0 70.0 73.0 3 1/9' HEAT-STRENGHTENED GLASS 0 H34 26.5 50.625 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 48 5 16 LAMINATED GLASS COMPOSITION - TYPE C 13 O H35 26.5 63 3 5 59.0 59. 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 H36 26.5 74.25 3 5 59.0 59 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 ITEM DESCRIPTION DETAIL V 22 37 26 3 2 59.0 .0 70,0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 1 1/8• HEAT-STRENGHTENED GLASS �� 23 37 38.375 3 3 59.0 9.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2 0.090, INTERLAYER o.vo' -- - - --- - -_ SentryGloss Interlayer by DuPont - ---- ------ 24 37 50.625 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 3 1/8' HEAT-STRENGHTENED GLASS A30 25 37 63 3 5 59.0 59.0 70.0 82.0 70.0 82,0 70.0 73.0 70.0 73.0 26 37 74.25 3 5 59.0 59.0 70.0 82.0 - - - - - - 14 2020 24 24 2 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 9/161 2030 24 36 2 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 7/16" LAMINATED GLASS COMPOSITION-- TYPE D GLAZING BITE 2040 1 24 48 2 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 ITEM DESCRIPTION DETAIL 7/16" Laminated 2050 24 60 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 1 3/16' ANNEALED GLASS tee' 2060 24 72 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73,0 A0 2 0.090' PVB INTERLAYER 16 13 2620 30 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 � A8T =_'==-�-_"=== Saflex PVB by Eastman Chemical Co. 3463' W 2630 30 36 3 3 59.0 59.0 70.0 82.0 70,0 820 70.0 73.0 70.0 73.0 3 3/16' ANNEALED GLASS N 2640 30 48 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 0 2650 30 .60 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 11 16" LAMINATED GLASS COMPOSITION TYPE E Q 2660 30 72 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.Q 70.0 73.0 ITEM DESCRIPTION DETAIL ---------I---------- _= j 2820 32 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 1 1/8' ANNEALED GLASS 0 2830 32 36 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2 0.090' PVD INTERLAYER _ 2840 32 48 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 Saflex PVB by Eastman Chemical Co. - v4' 2850 32 60 3 5 59,0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70,0 73.0 3 1/8' ANNEALED GLASS •�s -=-__ ---' 1 9/16 2860 32 72 3 5 59.0 1 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 4 1/4' INSULATED AIR SPACE t<g• ':=:_ »- -_ GLAZING BITE 3020 36 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 s 1/8• ANNEALED GLASS a340'-J 11/18" Laminated/Insulated 3030 36 36 3 3 59.0 59.0 70.0 82.0 70.0 82.0 1 70.0 73.0 70.0 73.0 3040' 36 48 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 LAMINATED GLASS TYPES GLAZING OPTION 3050 36 60 3 5 59.0 59.0 70.0 62.0 70.0 82.0 70.0 73.0 70.0 73.0 DETAILS 3060 36 72 3 5 59.0 59.0 70.0 82.0 - - - - - PRODUCT REVISED a;colt1plyittg::i4i Ihz Flolida m0ldiikl;Cade .. I Accepinnce ivo __ � , • . .. . . . . . Vii!litilrOh•',f'luduciCok11ro1• • • • • • • • • • THOMAS J. SOTOS.1f:. 55225 WS ON P120J?MAL ENGINI f;8 A. Revised to Com I w 2010 FBC �� F '11C 8501 N.W. 90 ST. B. Renewal and Revision to sheet 5 of 7 MEDLEY, FLORIDA 33166 • ••• •• • • • i �. (INI:)USTRIF:-cg, INC. PH No. (305) 696-8660 • • • • • • • • . • ( � t ' • • •• • • • • • • C. Revised to Com w 2014 FBC MANUFACTURER OF QUALITY ALUl1f1VUY ]IfNDO)<S AND CLASS DOORS •• • • • • • • • •• e • Dram Maw Part Class Arad Category: BMes/YQ4l• item+R•/ewns• /: Rwtston ••• • • • 600 • • NOA ASSEMBLY WINDOW 3200 LC OA 08-01 pram.By: Date Dmwn . :. N. E1zA20 07/27/oe Series: 3200 Outswing Impact Casement Window •• •• • ••. •i Revsea by: Data Re ••• N. BRAZO 08/26/14 GLASS & DP CHARTS AND GLAZING DETAILS FOR "X" UN ITS • ••• 2�t� Rt.or%LaL• oduet Rs ernt•NubrDraufnAurnbm SAeek • • • -0801ii• DATE----_ u C CASEMENT3200-08NOA-01 L3200 6 O F 7 ... . 0 0 . • 5 16' LAMINATED GLASS COMPOSITION - TYPE "A" 12 Flange Frame WindOW.GlazeCl Witjl Irl ANNEDESCALED LASSPTION DETAIL 3200 Impact Casement Window Glass Type"A' Glass Type"B" Glass Type"C' Glass Type"D Glass Type"E' 1 l/8' ANNEALED GLASS 4 13 COrlfi Ur"d�lOn: "XX" "XOr'Or"OX" W16"Annealed Glass 5116"HS.Class-PVB S/16"HS.Glass-SO, 7116"Annealed lass 11/16"Annealed Class 2 0.090' PVB INTERLAYER 0 g Butacite PVB by DUPONT or --"'----' Size Width Height Anchors DP(+) DP- DP+`` pp/. pp+ DP(-)l OP+ pp_ IDP(+) DP(-) Saftex PVB by Eastman Chemical Co. 0.340 ------( �...... .._..-�.��__. ( ! (�. �-- _-- -_(�_ � � �_� )___ _... Code (in) (in) Head/Sill Jamb psf psf Psf Psf Psf psf psf PSI` PSf PSI` 3 1/e' ANNEALED GLASS ------------ 22 37 26 4 2 70.0 70.0 1 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 N W 23 37 38.375 4 3 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 6/16" LAMINATED GLASS COMPOSITION - TYPE B 14 51 N 2A 37 50.625 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 ITBN DESCRIPTION 1 DETAIL 9/16 25 37 63 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 1 1/8- HEAT-STRENGHTENED GLASSlie' _._. _. GLAZING BITE 32 53.125 26 4 2 70.0 70.0' 70.0 73.0 70.0 82.0 70,0 73.0 70,0 73.0 2 0.090' PVB INTERLAYER 0' 5/16" Laminated 33 53.125 38.375 4 3 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 Softex PVB by Eastman Chemical Co. 0 3 118' HEAT-STRENGHTENE D GLASS 0340 34 53.125 50.625 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0' 73.0 70.0 73.0 48 2 35 53.125 63 4 4 70.0 70.0 70.0 73.0 70.0 820 70-0 73.0 70.0 73.0 5 18 LAMINATED GLASS COMPOSITION - TYPE "C" i 3 D22 74 26 6 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 ITEM DESCRIPTION DETAIL D23 74 38.375 6 3 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 1 1/8' HEAT-STRENGHTENED GLASS I D24 74 50.625 6 4 70.0 70.0 70.0 73.0 70.0 82.0 7Q.0 73.0 70.0 73.0 2 0,090' INTERLAYER o.oso --- - - - - - - D25 74 63 6 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 SentryGtass Interlayer by DuPont 1, I -- _--- 3 1/8 &34D'-j- GLASS a34o' 3020 36 24 4 2 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 3030 36 36 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 14 51 3040 36 48 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 9/16 3050 36 60 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 GLAZING BITE O) 4020 48 24 4 2 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 7 16 LAMINATED GLASS COMPOSITION TYPE "D" W TTEM DESCRIPTION DETAIL 7/16" Laminated N 40.30 48 36 4 3 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 1 3/16' ANNEALED GLASS CO) 82 4040 48 48 4 4 70.0 70.0 70.0 73.0 70.0 .0 70.0 73.0 70.0 73.0 a 4050 48 60 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 2 0.090' PVR INTERLAYER 1 X87' 16 13 SaF(ex PVB by Eastman ChemicoL Co. 1 o4so 5020 60 24 5 2 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 3 3/16' ANNEALED GLASS Q 5030 60 36 5 3 70.0 70.0 70,0 73.0 70.0 820 70.0 73.0 70.0 73.0 0 5040 60 48 5 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 11/16" LAMINATED GLASS COMPOSITION TYPE "E" _-____ `50`50 60 60 5 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73,0 70.0 73.0 ITEM DESCRIPTION DETAIL =-____ == 6020 72 24 6 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 1 1/8' ANNEALED GLASS 60330 72 36 6 3 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 2 0.090' PVB INTERLAYER 14 51 r=- 72 48 6 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 Saftex PVB by Eastman Chemical Co. ® 1i4' 72 60 6 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 3 1/8' ANNEALED GLASS Vie" = ==_- _='---T 9/16 4 1/4' INSULATED AIR SPACE ______= GLAZING BITE 5 1/8- ANNEALED GLASS +0' 11/18" Laminated/Insulated LAMINATED GLASS TYPES GLAZING OPTION DETAILS PRODUCT RL.VISL'D ;v coml�lyiug�vitH lir;; •lorida C)63 I?uildiuBCod� .. '47:acccptnncc ho """�� • • • • • • • • • l��- • •• • • • • • Yliurni llada Product Control • • • • • • • • • T 011,45 7 ;$0T0S RootMon Nof<s: •• ••• •• • • • •• LA ON PROFS5 i'ON RNfINEJ9 A. Revised to Comply w/ 2010 F6 8501 N.W. 90 ST. Fi,lac:: 5x226 B. Renewal and Revision to sheet 5 6 of 7 MEDLEY, FLORIDA 33166 6t • ••• •• • • . ,,,, INI7LT�'I'RIH: INC. PN No. (305) 696-8660 • • • • • • • • c �eS • • •• • • • • • • C. Revised to Comp w 2014 FBC MANUFACTURER OF QUALITY lLUYINUY fIIND01►S AND CLASS DOORS •• • • • • • • • •• • • •• • • • • • • • Dra,u Class: Purr Clan: Arad Cafepory: Serlee/YodeL� Item Rejcwnce /r RevGlon t:: 00: • • • •• • NOA ASSEMBLY WINDOW 3200 LCNOA 08-01 °Y' N. ERAZO Date 27/oa Series: 3200 Outswing Impact Casement Window ••• • • • 0:4 • • Revteed BY: N. E'RAZO Dale 0%26/14 GLASS & DP CHARTS AND GLAZING DETAILS FOR ')(X-OX-XO" UNITS • • • • ••• • • • • _ RMeton L4veL• Scut#. Praduet Refertme Xeanaarr Drawt"p NurnWr. SAeak • •• •• • • • 00 00 DATE__^_� > C CASEMENT3200-08N0A-01 L3200-0801 6 OF 7 OFRAME 1N-POST RAIL -1.21a L-3003 , VENT RAIL ASSEMBLY SCREWS I i 6063-T6 ALUMINUM 1.435 4 4 45 p.H. PRIDE. SMS 11/4- O FRAME HEAD ( 062 4„ 2ASSEI. 4Y / XC$EWS I I is L--3001 P.H./PHIL. SIAS 17 I VENT RAIL ! I to 6063-T6 ALUMINUM 2.250 I --- _ - ---- - ---_______ 0.062 2.312 i '�' ---_—. �� MY 062 0.062 ' t7 t8 U7 .062 718 1.119 os2 t ANCHOR CLUSTER 20 -- 21 2.39 1 35 (HEAD/SILL TYPICAL) S7 VENT JAMB ! FRAME JAIAB i 4.797 . 0 17 S8 4.21 1.e7s 5 6 7 8 INPOST ANCHOR DETAIL FRAME CORNER DETAIL VENT RAIL CORNER DETAIL 1'--- 2 3 4 VENT RAIL FRAME IMPOST 0.062 L-3004 —SEE MULLION APPROVALS FOR FRAME SILL / JAMB 6063-T6 ALUMINUM MULLION TYPE, SIZE AND MAX. L-3002 DESIGN PRESSURE LIMITATIONS. 093 6063-T6 ALUMINUM NOTE: THE LOWER PRESSURES OF FIXED, 2,250 LCASEMENT WINDOW OR MULL SHALL GOVERN .062 2 2 t/4' MAX, SHIM x.062 0.062 I # 12 S.M.S. X 1 1/4" L. SEE ELEV. FOR SPACING FRAME SILL 2.399 0.688 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES» - ---- --- - ------- o.078 47 FRAME SHEAR PLATE 0,340 I)l (STEEL OR ALUM. 1/8 MIN. THICK) L-3007 —� A) STEEL : Fy = 36 KSI MIN. 6063-T5 ALUMINUM I 0.120 B) ALUMINUM : 6063-T5 MIN. ASSEMBLY- #10X 1 14 1.215-1 —P.H./PHIL. SMS 1/4- 1.231 PERIMETER O WINDOW FRAME FRAME IMPOST DETAIL ALUMINUM: SNUBBER SEALANT 3B 38 L-3014 FRAME & SASH CORNER ASSEMBLY DETAILS 0,377 6063-T5 ALUMINUM METAL STRUCTURE ATTACHMENT DETAIL 10 FRAME SILL ANCHOR CLIP •094 11 L-3008 PRODUCT RE V ISED FIXED LITE MOUNTING BRACKET 6063-T6 ALUMINUM a,canpl}wg"'ilkttltel'londa s70 L-3005 Aci epla CodC � 2-o 0.094 Ac ��tance No 6063-T6 ALUMINUM 0.188 lax-lrtttigtr:Daic / 0.070 2.794 -d •• ••• • • • • Mj1rpl ij�dt I'[OdtlCt Coolrol • • • • • • • i47.J. •• Lj'�1•��A2Ij@G �FA4 • -'' ,TH01w_ Sons Rcvrrton Nota: 12 GLAZING BEAD •• 48 GLAZING BEAD PROF$S$I013 NGINEER A Revised to comply w/ 2010 FBC LA WS ]� T5/16" Laminated 11 16" Insulated Laminated 7 16" Laminated hiC ts2at5 1 �l MED N.W. 30 ST. L-3010 or L-7708 / / / �` _ p B. Renewal and Revision to sheet S & B of 7 MEDLEY, FLORIDA 33168 ••.L-301.1.or.LII-133 . L--3009 or LII-169 INDL7ST'RIS, INC. PH No. {305) 696-8660 6063-T5 ALUMINUM • 6062W5 ILdMINiIZA i i i 6063-T5 ALUMINUM C. Revised to Comply w/ 2014 F8C MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS 0.050 • •• • • • • • • • Dra,v Cfasa: Pari Cis,,.• Prod Catcpory swic,/JfoacL l�.an Rolfa,.ce I: R..c.Ior.J: • • • • • .. • ,"'i NOA ASSEMFU WINDOW 3200 LCNOA 08—Ot �.' nsovn By: Date Drawn 0.601t —� o.s15 0x01U N. ERAZO 07 z7 oe Series: 3200 Outswing Impact Casement Window f 0.391 0.266 RevUrd Dy Dat.R.vlsed• 9_ __ •• ••• • • y`, p ' yl N. ERAZO o8/26/14 EXTRUSION CR03S—SECTIONS, & ASSEMBLY DETAILS • 1 f1.68B 0. 50 I-t►61 Lop,1 s• • 1 U.68 � ill .' .t ReKrWn,Cn�eR Seak: Product R.Jmmet Nvmbm DrawMy Rumba. Shsa4 F+ • • M • • • • 1�- DATE___ C CASU ENT3200-08NOA-61 W200-0801 7 OF 7 A Al A Al General Notes: o 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH o q Z // \\ VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT a IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) ► 0 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDINGU cn RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS '^ Qo 4a o OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 0 &E .. (D 0 � ul 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. Z w o p WU' y $ gy $ g1 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE o o Z ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND `'f 0- 00 TO_BE REVIEWED BY BUILDING OFFICIAL. OX XO 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES 0I REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. TABULATED HEREIN (SEE SHEETs #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE Z A o 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & Bi" REFER TO SHEET #3 LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7 or 8). 3) FOR HORIZONTAL CROSS—SECTION DETAILS "C, D. & E" REFER TO SHEET #4 6.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE SOFT. 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. A Al 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. yU 8.) SEE SHEET 9 FOR GLASS TYPES. H E 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. O 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XOX" WINDOWS. w A \\ // 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN-EQUAL LITE "XOX" WINDOWS. p Q 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. Q 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE U \\ /� 14.) WOOD BUCKS IN CONTACT WITH CONCRETE .MUST BE PRESSURE TREATED AND ANCHORED cc) D E (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 5 FOR DETAILS ; a I & NOTES) WOOD BUCKS TO BE ANCHORED 1N COMPLIANCE WITH THE 2014 FBC CHAPTER 24 SECTION 11.3.3.3. A x $ BI 16.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET # 6 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED XOX -Equal Lite (1/3-1/3-1/3) WINDOWS USING A MIAMI-DARE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT o NOTES: THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE 2 v o I} REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM. cu Nm 2 FOR VERTICAL CROSS--SECTION DETAILS "A, Al, B, & Bl" REFER TO SHEET #3r; u 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET #S 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE m 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE, 4. V A Al 0 0 w m a. 0 v a IA 0 x ?° Er=B Bl D E .. ... . . . . .. •• . • • • . . .. . Av XOX - Un-Ec1ua1 Lite l�4-1/2-1/4 a NOTES: _ir+•• •• • • • ti �F • • • • 1 REFER TO SHEET� OF 's0 FOR.INS'IlP CATIOC IN(:HQR DETAILS AND NOTES. PRODUCTREVISED xLp 1' 2) FOR VERTICAL CROMv-S*gION••DIVArg"R, Ar.e B`*ds'Bl" REFER TO SHEET #3 as complying%vitli the Fioridn to 3) FOR HORIZONTAL CRCSSsSECTION DE?AILS °B!& El REFER TO SHEET #5 13ut1dWgC(kdc 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. F\caepltmce No '~ ✓: SERIES-8700 •HGRl%QNTAL .SLIDING IMPACT WINDOW r``I`° �'�' �`�, �PFRdVED �IkUTIONS �' _ .____. o w By. ;err .� •• tliaml bade Produce Cormo1 1 A TEST UNIT SIZE: 111" X 63" rh 85 3/8' OVERALL FRAME WIDTH TEST UNIT SIZE: 74" X 83' 74' OVERALL FRAME WIDTH INSTALLATION FASTENERS 84 3/8' INTERIOR FRAME WIDTH---------- INSTALLATION FASTENERS• 73' INTERIOR FRAME WIDTH (A) 10 AT FRAME HEAD TWO ADDITIONAL ANCHORS (A) 6 AT FRAME HEAD TWO ADDITIONAL ANCHORS ai b ` (14 AT FRAME HEAD IF DP ABOVE 70.0) REQUIRED AT MEETING RAILS (8 AT FRAME HEAD [F DP ABOVE 70.0 FORUUNETSAWITHEDP ABovEs o A B 10 AT EA. FRAME S1LL A Al FOR UNITS <4TH UP ABOVE (B) 6 AT EA. FRAME SILL � i(B) �J g. (8 AT FRAME SILL 1F DP ABOVE 70.0) A A 1 (��SF (4 TOTAL)�1 0 A z q (14 AT FRAME SILL IF DP ABOVE 70.0) twc C 5 14' a vz' 14. 5' to (C) 5 AT EA. FRAME JAMB tu�°:7o�c. 4• —X375'—j ( ) AT EA. FRAME JAMB �— o� uAx. O.C. rM.1 I o ( q. ) •SEE GENERAL NOTE #3 & #4. ( ) , •SEE GENERAL NOTE #3 Sr #4. Q �y U w 1 (TYPICAL AT (gyp N 5'All CORNERS) 5'AIL CORNERS) i� p �' +r �• ri h rn O W Alox. D.L,O Y1idt Max'+D.L.O. 1 dth Alar D.L.O. 1 idlh 3 �+ .M. � O 2438 x, 243 $ 4 33 1 Fl~ 7 ' ' + 13 i/4' D.C. ' +' 13 1/4' D.C, Z >- 1=7 n ;i i; rn O LdZ Li W f E If -_�*_-/ c=u 1/4' O.C, W E / ===yt1= ;�=--II 1/4' D.C. Ld av d //A_ p+'ice i / E / i ��/ � -r C a c� o -r p _ r______1 O _ _ �______t W J _ r`______,1 413 I/4' O.C. ,i--"---)r 13 1/4' D.C. f4 z LLI I.- r , t 1 cl m + i; 13 1/4' D.C. m ; �; 13 I/4' D.C. W B B1 B B1 0 s• s• w It O a ANCHOR NOTES+ ' ' ` ' � � �~�yy � x � EXT. & INT. FALSE COLONIAL ANCHOR kOTES+ W 0 1. SAME ANCHOR SPACING AT HEAD & SILL MUNTINS ARE APPLIED W/ 1. SAME ANCHOR SPACING AT HEAD & SIL EXT. &ANT. FALSE COLONIAL �I U � E 2. TWO ADDITIONAL ANCHORS REQUIRED W/ SILICONE AND ARE 2. 7W0 ADDITIONAL ANCHORS REQUIRED MUNTINS ARE APPLIED W/ AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL. AT MEETING RAILS FOR UNITS WITH W/ SILICONE AND ARE ' DP ABOVE +70PSF / - 75PSF (4 TOTAL) „ DP ABOVE +/- 79PSf C4 TOTAL) AVAILABLE AS OPTIONAL. ��jE XOX" WINDOW EQUAL LITE „ ] c POW-1VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & Bl' AT SHEET N3 10 WINDOW EQUAL LITE A x TEST UNIT SIZE: 111" X 63" 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #5 NODS—' ( OX" REVERSED ) 4 , SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & Bl' AT SHEET N3 yH INSTALLATION FASTENERS III' OVERALL FRAME WIDTH 2,, SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET 114 H (A) 10 AT FRAME HEAD 110' INTERIOR FRAME WIDTH (14 AT FRAME HEAD IF DP ABOVE 70.0) TWO ADDITIONAL ANCHORS (B) 10 AT EA. FRAME SILL A Al REQUIRED AT MEETING TH UP RBOVES $ d (14 AT FRAME S[Li, IF DP ABOVE 70.0) ,�,� +/- 70PSF C4 TOTAL) 5' SERIES-8700 HORIZONTAL SLIDING WINDOW o (C) 5 AT EA. FRAME JAMB rw7$.�I 4'}�- lY 71 N SEE GENERAL NOTE #3 & #4. ' °'"" °°) FLANGE FRAME ELEVATIONS — L.M.T. Y � * 5'MORNERs) qty c ,.Max. D.L.O. YTd Ala+r. D.L.O. 6dth 24 33 p�p p -- ------ - L-3k r It i' a\i u W C' z �1 E f1/4• a W �/ ___ ,��- -- �G=== J �/ 13 1/4' D.C. a < > > • � +W• • • • • _ � �=_ qtr ''� �; •• ••• • • 1 + ,+ a 13 1/4' O.C. Hao t 0. K, - -` • ' ' —L PRODUCT REVISED r .. • 1ANCH0 k>r GTS,• • • : ' ' ' ••• SAi ME ANCHOR SPACIA(•i AT HEAD & SILL Y O 3+ I1 EXT. & INT. FALSE COLONIAL MUNTINS ARE ae cool 1 in'wi01 the Florida � 2. TWO ADDITIONAL ANCHORS REQUIRED AT APPLIED /SILICONE AND ARE AVAILABLE Buitd{Da Cock 1 1i11 MEETING RAILS FOR UMTS WITH DP AS OPTIONAL, Acceptnnco1�0 "� . > uAw 1 Ex n I1pte « `! 11 e .�.- "XOX" WINDOW — UN—EQUAL LITE J� y.r ••• •ABOVE t70 SF 5PSF (4 TOTAL) • NOTESt • • • ••• • • • L SEE VERTICAL CRUSS-SECTION DETAILS 'A, Al, B, & Bl' AT SHEET 03 • •• •• • • • •• •• 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET B5 Ai"illlr),Ide Fmduct Control 3 A 1/4' TAPCON W/ 1 1/4' --STUCCO OVER METAL LATH NAILED TO #14 S'M.S. W/ 1 1/4' MIN, EMBEDMENT INTO CONC, EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 1. ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET #2 tq � FOR MAX. FASTENER SPACING) & TO BE REVIEWED BY BLDG, OFFICIAL CTYPJ (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) 1 1/8' MIN, 2. WOOD BUCK AND FRAMING (NOT BY LAWSON NOT BY LAWSON INDUSTRIES, INC. o o E INDUSTRIES) MUST SUSTAIN LOADS IMP❑SED ^' �O EDGE DISTANCE }> w �Y `r° co A BY THE GLAZING SYSTEM Mao O V 4 4 V.` �ti C M ip =- v _v 1 1 4` MFH. v :a- ti EMBEDMENT d o o 4 = 4.Qa a, .- ,• may- 2X '.° o 0 W o 177 v d I' MIN. NCE W z 6r d a • :,.v. ''nom :?_-• � z ra o EXTERIOR GRADE 12 1/4' 1•IAX. •s V� t 1/4' ' SHIM SPACE =r• ~v 2X (►.SIN. EMBED) %= p PERIMETER CAULKING f:: r TYP. (TYP.) >c: P� z A !! 11 E. 15 0 !i i� !i !i a EXT. GRADE PERIMETER i/4' MAX. a >�-J+ o 11 y ! 1 ! 1' �' F•Lj W 14 !i ii 5 ii CAULKING NOT BY SHIM SPACE �' b U •- 6 'LAWSON INDUSTRIES', !. it !! CTYPJ TO BE APPLIED BY OTHERS li il- If 'i ii (TYP.) !i !i it if !i it I! !! it li If rw II 11 II II II II II 11 IJ (,Q ✓ ?I 11 II II 11 CLEAR SILICONE ADHESIVE : 1! ;! !! 1 f/2 BEDDING COMPOUND _ �� ! �� INTERIOR w x o x !' I! ii !i ii ! fi !. �R+ 34 � W INTERIOR z = EXTERIOR !: 1 W � is .i a Y 1 �; ALTERNATE DETAIL z x ; !': `! LAMINATED GLASS Q W• 1 1! it ,: ;! ii ! 'I I�� _J :s: co WOOD FRAME INSTALLATION DETAIL t.L 14 OR !i it 6 I! i! I! I! I; N N o 27 ! WINDOW INSTALLATION NOTES: r `` ii If .I I. I. .. a c i' ii if ii ii t �? „ �� i 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. s y 3 ! ! !i 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE +' o 28 ; .) m SILL RISER - OPTIONAL c v e i 1 41 !! i! 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO a a APPLIED WITH SILICONE U APPROVED EXTERIOR GRADE P ED BE SEALW/ AN APRCALK SEE DP CHARTS ON a I I 2 I I SHEETS #4, #5, & #6, BY OTHERS (TYP.) ' z z I' f WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR 26 I i 10 32 1 3 `�i MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. Jil ANCHORS NOTE' EXTERIOR GRADE - , :: :=::::::: ; EXT. GRADE ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR ``�tstsstaslra 1/4 TAPCONS or APPROVED CONC, FASTENERS INTO CONC., ♦� ! ,' <. PERIMETER CAULIQN .. . . . . ---:.... ::......... CAULK ♦,► >,. .;r.', • • • WITH A MINIMUM ❑F 1 1/4 PENETRATION INTO WOOD OR Cj . •• • • • • • - ' CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) b � •' ..• • i y .�• . .:•d 1/4•' MAX. d n 6 4 1/4' MAX. yr• SHIM SPACE SHIM SPACE e 4 1 1/4' MIN, �. (TYR) _ ^ ° d 1 1/4' MIN. (TYP.) p f� tMBEDMENT a - a EMBEDMENT ° O .. . . �.. .. .. . v. . -. _. a_ _ ° •. d• PROIJUC7•REVISC•D p •. ' . • . • : . •• Q..a. • 4.I ° °. ; a d ascemplysllgt:ilhlheTlorida 4�4. • d Building' 0 a a ! c "I1 1/8' MIN. Acceptrmceho �"°'P<77s EDGE DISTANCE Ealrnfyete" f'" � �� a}r'ss •• ;•; �i OPTIONAL SILL INSTALLATION DETAIL AT "XO or OXOX" t3?,od!i�ciCosi�tioi��t A 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) BY OTHERS (TYP,) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED INTERIOR FINISH BY THE GLAZING SYSTEM (BY OTHERS) 00 z 9 E-1 2 PT. WOOD BUCKS N Q to 0 21 23 LAMINATED GLASS a4 to 33 -A 0 SILICONF ADHESIVEa. 1/4' MAX. 1/4' MAX, #14 S.M.S. W/ 1 1/4' SHIM SPACE BEDDING COMPOUND SHIM SPACE (TYR) MIN, EMBEDMENT INTO WOOD. INTERIOR Y _j 7- <SEE ELEVATION AT SHEET #2 '. t,t Q 34 to 7 17 3 FOR MAX, FASTENER SPACING) 2X 03 CL 1/4' TAPCON W/ 1 1/4' MIN, EMBEDMENT INTO CONC. c� 1 1/4' MIN. Z <SEE ELEVATION AT SHEET #2 rn 0 --------------- ---- EM 1)TENT I ..*x:l.:_l.___.._ FOR MAX. FASTENER SPACING) 0 14 Ix 0 r- -------------- Mill i' MIN, ....... .. EDGE 16 -C4 u DISTANCE E r 1 1/4' MIN. .............. ------ EMBEDMENT 0 ..A - * >> ------------1—. -7-,' < 1 1/8' MIN, EDGE DISTANCE 0 EXTERIOR WALL FINISH LA ili 04 z 14 14 a. BY OTHERS (TYP.) C) BE 18 9 11rj EXTERIOR 0 4 G) EXT. GRADE r/l CAULk= EXT. GRADE PERIMETER STUCCO OVER METAL LATH NAILED nT EXTERIOR GRADE PLYWOOD SHEATHING 0 Ay CAULKING NOT BY TO BE SPECIFIED BY ARCHITECT OR G.C. 'LAWSON INDUSTRIES', 0 (EXTERIOR FINISH 13Y OTHERS) TO BE APPLIED BY OTHERS NOT BY LAWSON INDUSTRIES, INC. (TYP.) 73' MAX, WINDOW FRAME BUCK WIDTH ....... ...........----------------------- 74' MAX. N 1 v, < WINDOW FRAME FLANGE WIDTH 2 40 lu "XO" WINDOW EQUAL LITE y I41 4' "OX" REVERSED L. 0 0 ,d WINDOW INSTALLATION NOTES: _c u 30 31 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT, z m 114 8 8 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE > BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP,) 22 21 do 1! * WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR • MASONRY IS LESS THAN 1/8 SHIMS ARE NOT REQUIRED. • ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD, SCREWS INTO WOOD, OR c, LOCK (,LATCH-AND SWEEP) OPTIONS 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., • O'e- Soo WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR z- 1. BOTH EXTRUDCO AiUMIWM lNb PLWIC LIFT HANDLE %0", CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 11RODUCf RBVJ.Sl3D LOCKS ARE Q;J&LlltlkD MR 11$2 ON.AAL'YINDOWS. as complying wilh din Illodda 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED 13uildingCodcA eq 0 S. AcceptnNl coo FOR USE ONALL 'VtINDOWS. PE,F- 3. TWO (2) LOCKS AR� REjLjFjD*IPE F; EAl VENT. 9TV, riv :0 vlinjWbadePfoduct Control ail DESIGN L OAD CAPACITY(PSF)- OX or XO WINDOWS # # ,� ,� 1f+/- Pressures (psf) „ ., „ * o WINDOW Jamb H &S Glass Type A 2 Glass Type B 2 Glass Type C 2 Glass T e D 2 Glass T pe E { 3) Glass Type F ( 3) o Q WIDTH HEIGHT Anchors Anchors + psf - sf + sf - sf + sf - psf + psf - psf + psf - psf + psf - psf � A z w 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 M o 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 N a �, � H w 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 m o a o m 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 1 0 � L 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 w z 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 1 z CA 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 co M _ � 00 a O o 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 �4 o 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 *4 0 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 rx 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 U 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Z H L) 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Ul o a 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 w x 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a o w 60 60 5 6 65.0 65.0 65.0 65.0 70.Q 70.0 70.Q 70.0 80.0 80.0 80.0 80.0 a 72 1 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - - - - 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Q x 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.04 Z 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 1 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 W a 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 ' ~ 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 v � o . 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 50.625 . 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 s 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 50.625 5 6 65.0 65.0 65.0 65.0 _ 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 d . 74 50.625 5 8 65.0 65.0 65.0' 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 u a 26.5 58 5 4 '65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z H 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ' 74 1 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 � �es�e`"'��►� 37 63 •.. 6. . . . 10A 53.125 63 6 .. .6: 65.0 65.0 65.0 65. 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 w 5 ,,......., , 74 63 6•; ' : ' •65.0 65.0 65.0 .0 65.0 70.0 - - - - - - ;• `•__ - Notes * ' 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. :u complying wish the 1 lorici - 'y' �Ct . uildiii Code ~ N 14 2.) 6TA➢TIiARD S1iJ� USED ON, WINDOWS WITH +70.0 DP AND BELOW g '� �- ,-t`•-� • • . AcczpEanovo_ L RISER OPTIONAL z •(AgNdOWS �1TH.GLASS :CYpE$ "A, B, C, & D") - 0 : .. ' f� ` l2joFred Q APPLIED WITH SILICONE Fn 3.) MLL MITA &I&lt lb&TEV *I: FOR WINDOWS ABOVE +70.0 DP i r �� . �`' FOR IIP ABOVE +70.0 f'SF o w . ! WINdOWS WITH GLASS 'TYPES E, & F" AND +80.0 DP MAX. 3y-_ �4iTrnIruJ�I':o oa[� (+80.0 DP MAX.) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON `( y NjWOWS W.ITI.I pP.00,VE 79.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WIVDOflS VdTI:. LAjS JYP.E "A, C, OR G° INSTALLED ABOVE 30FT. IN:THF.NV Z• 'PEE•I.Gr EXT�RIOR LITE SHALL BE TEMPERED. px x4 1 DESIGN LOAD CAPACITY PSE -XOX WINDOWS with Un-Equal Life 1/4-1/2-1/4 + /- Pressures s FRAME SIZE #Jamb # H & S Glass Type "B" * 2 Glass Type "C" * 2 Glass Type "D" * 2 Glass Type"E" * 3 Glass T e "F" * 3 G lass Type "G" * 2 �o WIDTH HEIGHT] Anchors Anchors + Psf - Psf + Psf - psf + Psf - psf + psf - psf + psf - psf + psf - psf a a 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 M o 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 _I E- 84 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 oa 108 24 3 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 J 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 J z co o c� 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 S z 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 coa o 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z o 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 x a 84 1 48 4 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 96 48 4 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 48 4 11 - = 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 (� Z o 60 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �J 0 72 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W x x 96 60 5 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 H k 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 w a 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Q x 74 58 5 7 - - 52,0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 k.'� Z 74 63 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 H 79.5 26 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 .. 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 tico 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 1 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 s d o R 106.25 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 " 106.25 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 d w 106.25 50.625 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 d 106.25 58 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �" a 106.25 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z 111 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1 111 38.375 4 11 - - 52.0 52,0 65.0 75.0 65,0 75.0 52.0 52.0 65.0 75.0 111 50.625 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 58 5 11 - - 52.0 52.0 1 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ['RODUCTRE as, .t•a , • • •• • • • as coniplyilis with tiro Florida .,.• ` • • • • • • • • • Buildhi Code _ //�`� • •• ••• •• • • • •• , L.J ` * Accept uacv Ro ✓• -�- +�� Notes 1.) SEE SHEET 8 FOR GLARING TYPES, DETAILS & SILICONE OPTIONS. I? ,)r to,iD _ EA 2.) $TAVQ4.RD S1I4L, USED ON WINDOWS WITH +70.0 DP AND BELOW • (!t*IN OWS ITH-GI�4SS $'YpEfi •A, B, C. & D ) ♦�� ♦ ♦ BY r s-- t -. • • • • . . Mtap�i�3sttlei'cbduciCon� 20 S LL RISER - OPTIONAL x 3.) S:LL VTN rl9EI* ;DhP?E4 AE; FOR WINDOWS ABOVE +70.0 DP '/.�' '/_�' '/.�' ! 1 APPLIED WITH SILICONE •�WINBOWS WITH GLASS 4I ?PA''E, & F") AND +80.0 DP MAX. �� I 1 FOR DP ABOVE +70.0 PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON l� 2 (+80.0 DP MAX,) WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) 1'JIkb*S VAT$ CLASS 'HYPE$ "A, C, OR G" INSTALLED ABOVE 30FT. ��frf�i IN: E •THBVjix*THE Fat'f� .G: RIOR LITE SHALL BE TEMPERED, 4 A 00 0 XOX - Un-E uai Lite DESIGN LOAD CAPACITY(PSF) -XOX WINDOWS with Equal Lite (113-113-113) + /- Pressures(pst) 0 - 11 11 * 11 11 * 11 11 * 11 11 * f1 11 � 11 It * FRAME SIZE # Jamb # H & S Glass Type B ( 2) Glass Type C { 2) Glass Type D ( 2) Glass Type E { 3) Glass Type F ( 3) Glass Type G { 2) 0 a z WIDTH-1 HEIGHT Anchors - p Anchors + psf - psf + psf - psf + psf - psf + psf - psf + psf sf + psf - psf M t w 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75,0 "' < El �cr D to 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o a A Lo 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 °' o M 60 1 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 A tnw 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a w P 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z o 0 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 r 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N o 0 co 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 E- 84 1 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 H z E, 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 c "" U 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o O z 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 A 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 '17 A x 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z q 74 1 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1 H 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79,5 26 3 9 80.0 80.0 80.0 80,0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0L. 0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 'A 41 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65,0 75.0 52.0 52.0 65.0 75.0 Y o 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 r 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 O�a 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 58 5 1 9 - - 52.0 1 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ,�t4ttattris;� • . • . • . • ••• PRODU(,TRBVISGI) A, • •• • • • • ••• • ••• ••i ••i ••• i i ••• [3uildlltgCodo Notes 'I` 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. AcceptuncoNo rlitton ate � 2. STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW �- •NNM*WS W tft aUSS TEES 6';1, B. C, & D") �� \�� %�� ►3y ��" ' SILL RISER - OPTIONAL ,t r 3. •3I4d. tITIi MER: APTE$; E;FOR WINDOWS ABOVE +70.0 DP \�� \ /, diami ,i!(eI'tud+act truf X20 e , AD A$ ��• '� 1 APPLIED WITH SILiCQNE •(fSQINDI�YS SPITA MISS �yPE$."E, & F") AND +80.0 DP MAX. I FOR DP ABOVE +70,0 PSF I . ., ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON i� 2 (+80.0 DP MAX.) WINDOWS WITH DP ABOVE 70.0. SEE ELEVATION AT SHEET 2 OF 10 & y. " r`''{�` 4.) WftO�S WrIIjCA'S5•TPES•"A,{C, OR G" INSTALLED ABOVE 30FT. ) \�� / �°rff�d� ttttttda�4ty� d IN oTHj HVIfZ!�fIE f.G.-EXT IOR LdTE SHALL BE TEMPERED. � � A • • • • • • • • • XOX -Eau&I Lite ' tt *600 �— ALUIdINUM MULLION # 12 X 3/4' S.D.S. HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS FLAT HEAD, PHILLIPS,SEE ?BULLION APPROVALS FOR (SEE ELEVATION AT SHEET #2 ITEM # PART I� REQD. DESCRIPTION REMARKS % q34 MULLION TYPE, SIZE AND ?,LAX. Z FOR AUX. FASTENER SPACING AND•SILICONE OPTIONS', DESIGN PRESSURE LIMITATIONS. DP TABLES FOR QUANTITY) 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM DOW CORNING 899 (ALUM. 0.078" MIN. THICK) L 1 (D to AiSCHNEE-HOREHEAD 5731 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM co bj 7REHC0 SPECTRUM 2 3 L-7701 1 FRAME FXD. JAMB 6063-T6 ALUMINUM at ul U NOTE: THE L01'/ER'PRESSURES OF ctazrnc DEPTH INTERIOR 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM ~ Q a' w THE WiN00V! OR MULL SHALL GOVERN L I LAMINATED GLASS COMPOSITION — TYPE B i 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM O w q a ITEM GLASS DESCRIPTION DETAIL 1"INATE DESCRUMON O _____ _ 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 3 L6 K 1 1/8' ANNEALED GLASS 3i•• ___ __ _ ______ W SAfLEX/KEEPSAFE 2 0.090' PLASTIC INTERLAYER T - � By SDLur[a• - 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM � � 3 1/8' ANNEALED GLASS ( ns+v 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM -4 z C4 z' LAMINATED GLASS COMPOSITION -- TYPE D -_-- - - - - - 9 L-8702 1 FRAME SILL TRACK 6063 TS ALUMINUM M � CL C o 11E1I GLASS DESCRLI>T10N 3 DETAIL, rBlau"Ay TS DESCRIPTION ----=-- _--" -- 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 47 1 1/8' NEAT-STRENGHTENED GLASS - ---_-� t---------------- 11 L-7708 AS REQ'D• GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM a ACITE PVD 2 0.090' PLASTIC 114TERLAYER .'= __ -=-= 'DUPONT' 12 FS--006 AS REQ'D, FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS 3 1/8' HEAT-STR£NGHTENED GLASS I +� EXTERIOR GRAD E Vl1NooV! FRAME 13 FS-040 AS REQD• INSTALLATI❑N SCREWS #14 SMS F.H•/PHIL. PERIMETER CAULKING LAMINATED GLASS COMPOSITION - TYPE E EXTERIOR 14 L-7531 AS REQD. VINYL BULB 1/4' DIA, BULB #3033 Z k rm GIASS DESCRIPTION DETAIL LAMINATE DESCRIPTION r� 15 PWS-003 AS REQD, FIN SEAL WEATHERSTRIP .187' w x •230' h O 1 1/8' HEAT-STRENGHTENED GLASS __ _ -- E2 FRAME MULLING DETAIL N a 16 PWS-005 AS REQD, FIN SEAL WEATHERSTRIP .187 w x .350 h H E-, 2 0.090' PLASTIC INTERLAYER _ SAFLEX/K£EPSAFE 1••I a Z 3 1/8' HEAT-STRENGHTEN£D GLASS aa4tr � Br 'SOLUTIA' 17 PWS-009 AS REQ'D• FIN SEAL WEATHERSTRIP ,187' w x ,310' h 0 � � 18 L-7711 AS REQ'D. GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM k, tQ ►.-, LAMINATED GLASS COMPOSITION - TYPE P SEE MULLION APPROVALS FOR 19 PWS-001 AS REQD, PILE @ GLAZING BEAD 187' w x .150' h E� ITEM GLASS DESCRIPTION DETAIL IAM[NATE DESCRIMON MULLION TYPE, SIZE AND MAX. D] DESIGN PRESSURE LIMITATIONS. 20 L-8706 AS REQ'D. SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL H W ' +' A I v8' ANNEALED GLASS =---- NOTE: THE LOWER PRESSURES OF BUTACITE PVB , 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM W O C3 2 0.090' PLASTIC INTERLAYER - - - J- B 'DUPONT' THE WINDOW OR MULL SHALL GOVERN 3 1/8' ANNEALED GLASS t 4340 y 1/4' MAX. 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 1� : :_ ---_ 12 S.D.S. X 1 1/4" L. r- SHIM (SEE ELEVATION AT SHEET 12 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL �j r co INTERIOR FOR MAX. FASTENER SPACING) 24 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM F t 9 i e s : Q �--+ 25 FS-041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4' P.H./PHIL• W - - 34 ' _____ ___ 26,1 HC-044-1 2 WEEP FLAP & BAFFLE x H In - - -_ •SILICONE OPTIONS•, 26.2 HC- 1 X WEEP OPEN CELL FOAM PAD 1/2' X 1/2' X 2' L. DOW CORNING 899 27 HC-040-1 2 SASH ROLLER & HOUSING x SCHNEE-HOREHEAD 5731 `t 33 0.600'^ TRENCO SPECTRUH 2 28 HC-026-1 1 SCREEN FRAME & MESH x d GLAZING DEPTH (u CO 29 x 1 ATTACHMENT SCREW @ CLIP 48 X 5/8' S.D.S. INSULATED LAMINATED GLASS COMPOSITION TYPE A 4, o a ITEII GLASS DESCRIPTIONDETA• TAUINATB DESCRIPTION 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 01 a ao 4 14 1 1/8' ANNEALED GLASS __ ____ _ ___l 31 HC--059-1 2 VENT SWEEP LATCH DIE CAST METAL s 2 0.090' PLASTIC INTERLAYER 1/e L/4• SAFLEX PVH PERIMETER L41N001V fRAF,1E NOTE: 32 L-8830 X Anchor FRAME SILL ANCHOR CLIP 6063--T5 ALUMINUM 41 L 3 1/8' ANNEALED GLASS � _•_===-=:- ` By, 'SULUTIA' SEALANT 1. ALL STEEL IN CONTACT WITH d 4 _ lI EXTERIOR ALUM. TO BE PAINTED OR PLATED. 33 x 2 LAMINATED GLASS See Detalls @ L.H. of sheet 9 L •, 0 0 4 1/4' INSULATED AIR SPACE 4L@' = = _ a 4, s ve• ANNEALED GLASS C•) t as+o 2. METAL STRUCTURES: 34 x AS REQD. GLAZING SILICONE See Detalls @ L,H. of sheet 9 a (S STEEL Fy 36 KSI MIN. OPTIONAL AS REQD, COLONIAL FALSE MUNTIN ALUMINUM 0 w INSULATED LAMINATED GLASS COMPOSITION TYPE C (STEEL 18 GA. MIN. THICK - 0.048") 35 Z N 2 x jp B) ALUMINUM : 6063-TS MIN. 36 SM-5504 AS REQD. JOINT SEALANT x rum OLASS DESCRIPTION DETAIL. LA1dIVATE DESCRIL'T[ON �� IY � 3 (ALUM. 0.078" MIN. THICK) 37 x AS REQD. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL x? j 1 i/8' ANNEALED GLASS __ ____.____� 1 E 1 Q 2 0.090' PLASTIC INTERLAYER .� L<• PVB METAL STRUCTURE ATTACHMENT DETAIL aL 3 1/6' ANNEALED GLASS "____ ==-TT- By, 'DUPONT' 4 1/4' INSULATED AIR SPACE S 1/8' ANNEALED GLASS (+) INSULATED LAMINiATE0.Z1,691 CmemT[Ori.TYPE G `r� •• ;•, `•,, 1TEY GIA.43 p1SSCRLPTION •• • • • • •• LAMINATE DESCREMON 1 1/8' HEAT-STRENGHTENED GLASS 1 <'} .�, ' .•, 2 0.090' PLASTIC INTERLAYER = _ „4• PVB �- 3 1/8' HEAT-STRENMTEN£D•GLA39 ---__-__ '•By, 'DUPONT' 4 1/4' INSULATED AIR SPAM • - � PRODUCT REVISED 5 1/8' ANNEALED GLASS*(*); , •� � ,•-0j4T• • 0S coniplyiag With Lha Florwa BuildingCndc W C>4) WINDOWS WITH GLASS TYPES 'A, C, OR G' INSTALLED ABOVE 30FT. 4 _ _ r" M ACccplmlcv I\0 IN THE HVHZ, THE LG EXTERIOR LITE SHALL BE TEMPERED. �ypilTLlionAa , - GLAZING AT &NL AID -*A24jNS vtian •:Ido t'ro ICI Arnfro� A 'FRAME HEAD FRAME FIXED JAMB SILL TRACK FRAME JAMB L-7703 L-7701 L-8702 is j FRAME,TOP CORNER A .093 `\ O o 'Zi q 730 .062 M °j t o to I u w 1.285-- VI0 C3 -:4 0 2,643 I 844 0 4m p n q � 3 j o u SILL RETAINING CLIP ? —.062 L-8705 i t2 z w o Lam`) A 2.651 I I FRAME HEAD p W z q a 1 VENT TOP RAIL 000 d > r r 1.439 I FRAM£ JAMB O ' I FRAME SILL FRAME VENT JAMB I ` z o L-8701 L-8703 1.466 062 0000 2.000 --1 ,754 di FRAME BOTTOM CORNER FRAAIE MEETING RAIL H '� Z VENT TOP CORNER 0 2374 VENT SPRING LATCH \ FRAME S1t_L Q' tJ h —.062 —,062 L-7539 .062 21 1/£NT JAMB RAIL `\ W P x O 2643 I �\ AQ I O 1.235CO `\ V VENT LOCK RAIL �• -2.655 A .698 Fi I".750- VENT INTERLOCK RAIL FIXED MEETING RAIL L-7705 L-7704 VENT TOP/BOTTOM RAIL 5 L-7707 o o . @ o O � WHOM RAIL FRAME SILL / MEETING RAIL c _�2 O l �A}AF SIi I � � �i 4 �l 062 2.062 21285 1,378 VENT BOTTOM CORNER ole I I ` *' ccoyy 0 t2 u o a 1.504 Z z zfq 062 1.165 FRAME & SASH CORNER ASSEMBLY DETAILS ¢ 1.075—I � v VENT JAMB RAIL SILL ANCHOR CLIP L-7708 SILL RISER O .. ... • 4—Q83Q, GLAZING BEAD ADAPTER 4�`�► ��Alr�¢rLrt#� • • • • L•-7711 L-8708 $ • •• ••i i i •• GLAZING BEAD ��4 ,••`""•'•" • L-7708 U. �4 0 v. 1.450 . • i i• i i • • • • 030 O •A- -AL 6P • • • • •• • • ` ,050 •$50 PRODUCT REVISED ��'� - t 1.2so ' ••i i ••• • • • • • 850 as W11411yiug with the Florida 2.794 Btuldlug Code Acc,�pttuice No: co 1235 i i i•i i i i i,:wUotrD}MN V•• • • • • ••s • • � l 773 .050tF4!T . (It1V F A• • • • • • • • • • 11an11 I]IIdC P�nduCf COnlroi�. IMPACT FRENCH OUT--SWING DOOR BILL OF MATERIALS lLOTE, 145 1/2' Max Unit Width SicleUte Same anohor spacing Swing ITEM f DRW'0 # PART 0 RFQD. DESCRIPTION REMARKS Panel Width as aill Panel Width Al 1 L-901 LII-098 L FRAME HEAD 6063-T6 ALUMINUMI C 33 13/16' MOLX ) A ( 35 3/16' max. i- 2 L-902 LII-097 t FRAME SILL 6063-T6 ALUMINUM 3 L-903 LII-090 2 FRAME JAMB 6063-T6 ALUMINUM 5' S' 8 s 8'- 4 L-904 LII-096 2 SIDELITE JAMB ADAPTER 6063-T$ ALUMINUM to 5 L-906 1_II-092 2 x panel PANEL TOP & BOTTOM RAIL 6063-T6 ALUMINUM 1>Lnge �N18 SEE ALTERNATE BOLT—/ 25. 6 L-907 1_II-091 1 x panel HINGE STILE 6063-T6 ALUMINUM OPTONS AT SHEET/ \ Max, DLO Width- 7 L-905 L11-094 1 x panel LOCK STILE 6063-T6 ALUMINUM r, 8 L-909 1_1I-095 2 x pnnel TOP & BOTTOM RAIL ADAPTER 6063-T5 ALUMINUM _j 9 L-911 LII-085 AS REQ'D. 1/4 ROUND ALUM, BEAD - 7/16' 6063-T5 ALUMINUM 4• N ++ C D/�� E D �.• (;2 10 L-912 LII-087 AS REQ'D 1/4 ROUND ALUM. BEAD 3/8' 6063-T5 ALUMINUM C z 0) /\ it FD-624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM = a =z // /%�/ /% ; 41 s 12 VWS-001 TP 3266 AS REQ'D. Bulb Vinyl Wts'p.-Team Plastics, Inc. See Materinl Compositlon at Sheet 6 i' +'ah -P / \ T` (M Active Inactive 03 13 PWS-001 r AS READ. WTSP. a TOP/BOTT. RAILS Schlegel FS - ,187'w. X .210'h. z �, \o Lj 14 PWS-002 r AS READ. WTS'P. e FRAME HEAD & JAMB Schlegel PB - .187'w. X .330'h. Jo a` ie 20 2L # �A ~ x y m 6 1/2' a)ca o 15 L-910 LII-089 2 x pone( STRIKER MOUNTING PLATE 6063-T5 ALUMINUM L e dead-bol# f v v 3 ° X Sidelite x 16 FD-619 FD-619-1 2 x panel STRIKER PLATE 6063-T5 ALUMINUM 3 OL \ / o 17 FD-631 LII-086 AS READ. GLAZING ADAPTER 6063-T6 ALUMINUM m w "Ld 18 HC-001 SF-5502 2 x Panel DELTA FLUSH BOLT (e TOP & BOTTOM OF LOCK STILE) of -rd Mc 7/1 ' 19 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET KWIKSET - Series 6907 COF{BO �` n X /� ' k se 20 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET SCHLAGE - Series FB350 COMBO v \ Sideite 21 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET DEFIANT - Series 831 COMBO i RAIL RAIL 2 3 S RHATE BOLT 1 3 22 ■ FS-035 AS REQ'D. Frame Install. Screw - Head (See Notes at sheet 4 of 6) oPfiOk AT SHEET 23 ■ FS-035 AS REQ'D. Frame Install. Screw- Jamb/SRl (See Notes at sheet 4 of 6) - ---- --- 24 - ---- ------- °I- 24 FS-026 8 FRAME ASSEMBLY SCREW #12 X 3/4' PH.-PHI. a 1 25 r FS-•012 AS REQ'D. JAMB ADAPTER SCREW #10 X 3/4' P.H.-PHI. e7 S B' V 1 5' 26 FD-634 1_11-171 AS REO'D, 1/4 ROUND ALUM. BEAD - 11/16' 6063-15 ALUMINUM 6, , 13 1/8' 6' 6' 6' 6' 6' 6 6' 27 r FS 043 B GLAZING ADAPT. ATTACH. SCREW #8 X L 1/4` FH-PHI. ANCHOR NOTES: 5 �/4 (max, o•c. 1/4 3/4 12 3/4' 4 /214t' 14 1/8' /4 1/4 28 FS-049 2/Panet Double Rall Assembly Screw 3/8'x2 1/4' Hex Screw & Nut 1. SEE ELEVATION AT SHEET 1 OF 6 FOR (at 51dellte) Qc 3/4' ANCHOR O.C. MAX. SPACING AND LOCATIONS. (max. O.C. n <nox. e a 29 r A AS REQ'D. NEUTRAL CURE SILICONE Schnee-Morehead SM-5731 c active panel) Inactive panel) Z1QTn 2. SEE SHEET 4 OF 6 :OR INSTALLATION Same anchor spacing 30 r r AS REQ'D. NEUTRAL CURE SILICONE Dow Corning 899 FASTENERS TYPES. �> » at frame head & sill 31 ■ a AS REQ'D. NEUTRAL CURE SILICONE 7remco S-500 3. SAME ANCHOR SPACING ® FRAME HEAD & SILL. OXXO EXTERIOR ELEVATION 32 r X AS REWD, Laminated Glass see Pg. 5 Dupont - Sentry Glass Plus NOTES: 33 r r AS REQ'D, Laminated Glass see Pg. 5 Dupont - PVD 1). QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). NOTES 34 ■ x AS REQ'D. Laminated Glass see Pg. 5 Saflex - PVB 2)• QUALIFIES UNITS WITH AND WITHOUT SIDELTTES 1). THIS PRODUCT IS DESIGNED AS PER 2014 FLORIDA BUILDING CODE - 5th EDITION. 3). MAX. FRAME SIZE 145 1/2"w. X 05 3/4"h. OXXO 2). GLASS MEETS REQUIREMENTS OF ASTM-E1300 AS RER CHAPTER 24 OF 35 X HC-002 2/Panel PANEL ASSY ALUM, PLATE 1 1/2'x 2'x 1/8' (6063-T5 ALUM.) 4). EXT & INT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. THE FBC 2014 CODE. 36 a HC-004 2/1'anel Panel Ass'y Full Lenght Rod 3/8'Dia 201) Rod, Plate, Flange Nut 5). QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 37 ■ FS-011 8 HINGE ATTACHMENT SCREW #10 X 3/4' P.H. / PHI. 8). MAX. DAYLITE OPENING WIDTH = 25" TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFIC(AL. 7). MAX. DAYLITE OPENING HEIGHT = 83 1/8 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON 38 ■ FS-044 12 SIDELITE ATTACHMENT SCREW #10 X V PH/PHIL. - (17. OC Mox.) 8). SEE ELEVATION AT SHEET 106 FOR MAX. ANCHOR SPACING DRAWING DETAILS, ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 39 HC-006 62PPOSOBG14 6/Jamb 1/2' Dia, Hole Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 9). ALL DIMENSIONS SPECIFIED ARE 1N INCHES BEYOND WALL DRESSING OR STUCCO. 40 HC-007 62PP087BGII 2/PoneL 7/8' Dim. Hole Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 10). NO HURRICANE SHUTTERS ARE REQUIRED 5). SEE NOTES 0 SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. &). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS 41 ■ HC-010 1/BOLT FLUSH BOLT Slit Plug - Nylon 6-6 SUNCOPLASTICS Inc. Rockwell M-79 as complying with the Florfds ARE NOT PART OF THIS APPROVAL 42 L-913 1_II-006 AS REWD. 1/2 ROUND FALSE ALUM. MUNTIN 6063-T5 ALUMINUM Building Codc OMMITATIONS: 43 ■ ■ AS REWD, INT FALSE APPLIED MUNTIN 1.25' X .022' STOCK ALUMINUM AoceptancoN 1). MAX. DP = t86 PSF W/ (4) Surface Bolts & Glass Types A. B. C & 0. MBY +4 L-915 FD-623 AS REWD, FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM - 4' long (SEE LOCATION DETAILS 0 SHEET 3 OF 6) 45 L-916 LII-117 AS REQ'D. FRAME LOW SILL - OPTIONAL 6063-T5 ALUMINUM 2). MAX. DP = *76 PSF W/ 2-Point Lock (active)+ (2) Surface Bolts at Inactive 46 FII-635 HC-050 1 TWO-POINT FLUSHBOLT LOCK OPTIONAL ( FOR +/- 76.0 psf DP) THOMAS J. SO ucl Control 3). MAX. DP = ±76 PSF W/ Flat Sill & must be used where water infiltration is PROFESS IN-- not required or opening is protected by overhang ratio greater than one. 47 FD-626 FD-626-1 2/Panel FLUSH BOLT GUIDE ALUM, ANGLE 1 1/2'x 1 L/21x 1/8' Alum. 6063-T5 V� 4). MAX. DP t86 PSF W/ Multi-Point Lock (1-active)+(1-passive) at Inactive 40 FD-627 FD-62V-k I nP§niG 2-,PaFpeLckc7 Dolt Gulde ANGLE 3'x 3'x 1 1/2'x 1/8' Alum. 6063-T5 �� Revision Notes: 49 IN IL at Rhe�, Janb tralnwt- White Colored 'Purvis Co.' Super Seal 0: •f�`�} •,SCP Bio Revised to comply w FBC2004 -11/01/05 LA �/ ON 8501 NW 90th St. 50 FD-638 H - • .=S Z• LiDCK41C+fIV4•HANDLE & TRIMSET ASHLAND NW52OIA-A o Revised to comply w/ FBC2007 & added I MEDLEY. FLORIDA 33166 �• lD 5225 Insulated Glass 01/22/10 IND STRIAS, INC . (305) 696-8660 51 FD-637 HC- 1 SET MULTI-POINT LOCK ACTIVE ASHLAND #W5110-STACT5 * ;* P 52 FD-640 HC- 1 SET L CK PAS!IVE IJANDLE & TRIMSET ASHLAND #WSeOIA-P d Ashland Mult-Point Look 01/27/11 MANUFAMRSR OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS EZ Revised to comply w/ 2010 IMC Dr" C.,., Part Claw Avd Caeyayr serr.e'eveder• 1 OF 6 53 FII-639 iiC• • LST U�'TI-P�N CK PASSIVE ASHLAND 4W5110-STPAS4 y'b . I+1 Revised to Com I w 2014 FBC NDA APPAOVAI IMPACT FRENCH DOOR 54 FD-641 He- • 2 Ox garCA I- oln tock•Bolt Guide NYLON 6-6 Rockwell M scale 79 0 ATE v Rwfnd syr nae. Clweksdr n u +. 55 4 •P•S�- ' 4/Gulde alt Guide Attachment Fastener 06 x 1/2' P.H./PHIL. � •., �oP •``0�• Nelson Erazo 01/18/16 La Parte Impact French Out—Swing Door .•1"�� % Dal.Draws 56 FD-642 HC- I x Lock Lock Top Mount Adapter NYLON ADAPTER F`S O •! o�~ Nelson Erazo 01/20/12 57 FD-643 HC-6•. t x Lock to to om Itount Adapter INYLON ADAPTER DATE_____N /ef so.r.r n t s Rd m+a.Nume.r "o Xinieir F(}-2003 Awtaon � G HO 7/8' Max Unit Width 73 5/16' Max Unit Width 74 1/2,' Hox Lkdt VIdth 38 5/8' Hax 38 3/8' Hax Unit Width Unit Width SEE ALTERNATE B T SEE ALTERNATE e3LT SEE ALTERNATE BOLT S€E j�LTERNATE LT Swing OPTIONS AT SHEET Swing OPTIONS AT SHE Sldellte OPTIONS AT SHEET or'T[VNS AT SHEEI Panel Width 3 of 6 Panel Width 3 of 6 Panel Width A 3 of 6 3 of 6 C 35 3/16" m < 35 3/16' max. A < 33 13/16' max. _ 1 1 !/1 0 f/1 111-_ II A MOL Idt iv II I Max.D aL I WidthII I N II A I iu II 1 CII AIS II 2 rn� F I I EI� \ F CIS D/ Brno FI rno m :�F C C2 �% _ _ %/i% II II xQ =� I II 13 II II I Xa =� II X� _0 II II II W Q � o ]nactive m Q G o G o H -, s s x � = dJ11 I II �' o tive II JI A4ive 2 + e X Active 3 zr v X xed \ B puBLLEE %/ OT ff II IN II ❑AIL OM a I RAI BOM E I f I II_ II iii r� E I E _ 1 B H B 2 1 B 'v 11 a Q II 1 � � SEE ALTERNATE BOLT SEE ALTERNATE BOLT SEE ALTERNATE 80LT OPTIONS AT SHEET SEE ALTERNATE BOLT OPTIONS AT SHEET OPTIONS AT SHEET OPTIONS AT SHEET ELEVATION 3 ar 6 "XX" ELEVATION "OX""OX" ELEVATION 3 of 6 "X" ELEVATION 3 of 6 "0" ELEVATION 145 I/2' Max Unit Width APPROVED CONFIGURATIONS SEE ALTERNATE BOLT OPTIONS AT SHEET Sidelite 3 of 6 Swing Panel Width Panel Vldth NOTES: "LaPorte" IMPACT FRENCH OUTSWING DOOR DESIGN LOAD CHART < 33 13/16' max. ) < 35 3/16' max A 1 PANEL IeIDCII/IIE[GHT NUYBfiR DP PANEL DP ( PSF ) 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION .VIEWED FROM THE EXTERIOR SIDE. Amu' SIZE of GLASS TYPB AL"fi1 SIZE GLASS GLASS CLASS 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE (>rNcaSs) ANCHORS "A" k "B" (� ) TYPE "B" TYPE 'C"TYPE "D" vi AND ARE AVAILABLE AS OPTIONAL. 1fIDTH • EI IGHT • /J� +/-(PSF) • +/-(PSF) +/-(PSF) +/-(PSF) s 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL 25 OR DOUBLE BOTTOM RAILS. 10 1/4' 5 +_86.0 11/3/16- _+76.0 ±76.0 _+76.0 iu II 11 Max. DLI Wldt 4. OUT-SWING DOOR WITHOUT INSECT SCREEN. _ 16 1/4' 5 ±86.0 3/16' +76.0 +76.0 +76.0 +>." s # 22 1/4'. 77' S +86.0 3 3/16' +76.0 +76.0 ±76.0 d 0 C 28 1/4' 14(5> 5 +66.0 29 3/16' +76.0 +76.0 +76.0 3 �^ jji% /ji% /ji% i/ : 30 1/4' S 186.0 31 3/16' 176,0 176.0 176,0 C i S _ _ � 34 1/4' S +B6. 35 3/16' +76.0 ±76.0 +7b.0 0 a,M II II 2 10 1/4' 6 +86,0 11 3/16' +76.0 +76.0 +76.0 d' z o` o PRODUCI'REVISCD - - - - 16 1/4' 6 +86,0 17 3/16 +76.0 +76.0 +76.0 �0. t x II II Ct1Ve II ma as coml�yioe,vilh the F1MndR 22 1/4' 93' 6 +86.0 23 3/16' +76,0 ±76,0 +76.0 o Active a; (I a kMja!njjPftr*d&uI;4 din Code C too . ro srn a $ ptQlue No /1 28 1/4' "C6) 6 +86.0 29 3/t6' +76.0 +76.0 +76,1] Lr)X " / �/ % RjT�M 30 1/4' 6 +86.0 31 3/16' ±76.0 ±76.0 +76.0 x II- II • a f R11L 34 1/4' 6 +86A 35 3/16' +_76.0 _+76.0 _+76.0 C . II �IIIITV) • OPERABLE PANEL MUST MEET APPLICABLE REQUIREMENTS PER BUILDING CODE. THOMAS J. SOTOS • 0 PARENTHESIS INDICATES / OF ANCHORS AT FRAME JAMB. _ P-.-? I _ B11PROFS WEER � � . • • �� /� Revision Notes: WS . .��`�'�,. .'��•.•�Cl,r'i Revised to comply w/ FBC2004 -11/01/05 LA ON8501 NW 90th St. .. ... •• • • • •• : 522 % MEDLEY, FLORIDA 33166 SEE ALTERNATE BOLT J Revised to comply w/ PBC2007 do added •= Insulated (class 01/22/10 INDUSTRIES INC. (305) 696-8660 OPTIONS of AT SHEET • a * Ashland Mult-Point Look 01/27/it YANUFICTURBR OP OULt1T1'AL!/YlXUY WINDOWS AND GLASS DOORS • ••. ' OXn"-. ELEVATION = . . =�y Revised to comply .� zolo FBc a . •• • -• � .� +� P y / Draw CNa•r. Pari CNaa.: Fr.d CaGpwy: 9.�e•/Yod•L ItaerL SA••4 �, . • . •• • • : F .%• : Revised to comply w/ 2014 PBC NOA APPROVAL IMPACT FRENCH DOOR 2 OF e ANCHOR NOTES: . •• • • • • ' • � i • • e a•uYed sy: Dat•CA.ek.d » ,+ „ 1. SEE ELEVATION•AT SHEET 1 dF 6 FOR .ice, on�a�" ' �� Nelson Erazo of/le/16 La- Parte Impact French Out-Swing Door ANCHOR O.C. MAX. SPACING AND LOCATIONS. S+ �a�ti3 Drawn ew Dae.Drawn 2. sEEFASS ERS TYPES6�OR INSTALLATIO:. L ��`� / / zpi,y +� Nelson Hrazo 01 20 12 •. - qty 3.se•: R�J.wae•Iihnn6•r. Drawh:p Xrs:d m R•al•tea levet . . . DATE___ 'LU�S n.t.e. FD-2003 G 5/16' TAPCON W/ 1 1/2' MIN EMBED. 5/16' TAPCON W/ (SEE NOTES BELOW FOR SPACING) 1 1/2' MIN EMBED. 2 x (P.T.) WOOD BUCK INTERIOR SIDE 1 x (P.T.) WOOD BUCK SEE ELEVATION.AT (SEE NOTE 3, SHEET 1) SHEET 1 OF 6 FOR SPACING 1/4' MAX. SHIM TYP. 3 4 3 LOCK STILE 34 3 �;. :► rir JAMB MULLION 19 20 21 15 16 MULLION _JAMB M 38 46 , 6 17 38 6 Active 7 7 Inactive 6 6 17 6 38 12 12 33 Sldelite 27 39 36 17 Sldelite 12 23 1 1/4' MIN EDGE DI • I TYP • ' ��`, 1 1/4' - MinDist DLO Width Edge Distance Panel, Width 14 r 1 11 27 17 12 l8 9 l0 14 9 10 14 E 11 1/4 MIN �p ED 1 O EXTERIOR SIDE O C 2 MAK SHIM "OXXO'P I UNIT WIDTH MIN EMBED (TYP.) 18 46 -- ANCHOR NOTES: INTERIOR ME DYTERIOR SIDE 1. SEE ELEVATION AT SHEET 1 OF 6 FOR Active Inactive Active Inactive16 ( # 18 ANCHOR O.C. MAX. SPACING AND LOCATIONS. [Mimi # 19 i: 2' FASTENERS TYPES.6 OF 6 FOR INSTALLATION JL== 18 / EXTERIOR BEDE ( EXTERIOR SIDE 111 111 11 Active Inactive 5 17 L-Jlj__�� 2 G3 3 OPTIONAL BOLT 0 TOP RAI j, EXTERIOR SIDE DiTER10R SIDE LOCK STILES WITH FLUSH BOLT LOCK STILES WITH TWO—POINT LOCK 4 . FLUSH BOLT5 6' L Active Inactive two-print lack c E@3 13 45 L MINATEQ GL SS 32 33 34 ® ao 7/lf(' " j/ � /�'/% B 3 12 2 j� io se 1 \a M o / j 1/2'I j I t7 1 I ,�� , 18 tI # ie (*� OPTIONAL SILL li I EMBED. INTO 3500 PSI CONC. (TYP.) 28 INTERIOR SIDE 1e _ 19 5/16' ELCO TAPCON V/ EXTERIOR SIDE OPTIONAL BOLT ® BOTTOM RAIL 1 1/4• 1 112' MAN EH ( SEE DETAIL E3 FOR MOUNTING LOCATION ) (MIN. EDGE DISI.) 23 5 36 TWO-POINT MULTI-POINT FLUSH BOLT & (0) FLAT SH.L NOTE: 2 MAX. OP = ±76 PSF MAX. OP = t86 PSF TWO--POINT LOCK LIMITATIONS: DOORS & SIDELITES WITH THIS SILL TO BE 95 1/4' MAX. FRAME HEIGHT. 13 12 OPTIO AL LOCI{ DETAILS 1). MAX. DP ±86 PSF W/ (4) THIS TYPE OF SILL IS LIMITED TO +/- 76.0 psf DESIGN LOAD AND Surface Bolts & Glass Types A. B, &.C. MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE 22 TH01IA3 J. 30T09 2)• MAX. DP = ±76 PSF W/ 2-Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF 2' OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL Sill PROFBSSI GItIEBR Lock (aetive)4•(2) Surface Bolts ® Inactive fte) ( e WHERE THE DOOR IS LOCATED. S ILLtie r.:e 9 • ' /.+s�, Revision Notes: LA ON ••�'� .•N G 8501 NW 90th St. • � +• • ••r'• +• °.� � �d Revised to comply w/ FBC2004 -11/Ol/OS '' 4'''•+' 's�'••• '• 0 Revised to cam w FBC2007 & added MEDLEY. FLORIDA 33166 MIA EMBED. INTO P� / • • "+>< •+r''' 3500 PSI CONC. (TYP.) * 8522 :,a ;.' Insulated Glass 01/22/10 INDUSTRIES, C. (305) 696-8660 Ashland Yult-Po[nt Lock 01/27/11 MANUFACTURER OF QUILTTY ALUMINUM 07NDOWS AND CLASS DOORS • ••• •541 :ELCO-TAOC13N I/ PRODUCT ItGVISED � ;�:__ Revised to-comply w/ 2010 FBC Daae ct"In. rare c1•ee: Prod eaap•ry: S..+.r/Area.a lEenr Sb..a N * 4•• i• 1 4/26 MIN!1! D! nP y @ `'" Revised to comply w 2014 FBC NOk APPROVAL IMPACT FRENCH BOOR 3 OF B / . . as cot 1 1n HtiUI lhz Floridarlorida .L; . N.E.GE 91ST.>• • •(SCE SHEAT 1 fr • ATE 0 �. • •• •F •l CATION AND SPACING>BuIldln qJN �, ;, �•;'Y=x.Ar; R^�"d Nelson Brazo °01/16/15` "La Porte" Im act" French Out-Swin Door • Aare a u , D' c3P g ate �� A FS .s IL A""w"AV Nelson Erazo os0 D.,0/ B2 OPTIONAL — DOUBLE BOTTOM • T_ ,i,��f i �� o1/zD/1z RAIL DERAIL—�1� ' ' ' • M) adzYroductControl iI a seal.: Rve*r*a ttumAerr 1°("o Nvnierr FD-2003 Re�4rlon�"� DATE----- n.t.s. G ~—-- 5/16' TAPCON W/ 5/16' TAPCON W/ 1 1/2' MIN EMBED. 1 1/2' MIN EHBED. SEE BELOW FOR SPACING INTERIOR SIDE 1 x (P.T.) WOOD BUCK SEE ELEVATION AT SHEET I OF 6 FOR SPACING (SEE(NOTEW3,OD DUCK SHEET 1) 3 (SEE NOTE 3, SHEET 1) 3 INTERIOR SIDE INTERIOR SIDE 3 3 � .• 3 LOCK STILE LOCK STILE JAMB `.J, .'•:. :' •. AMB 19 20 21 LOCK STILE :• yry 19 20 21 ;k; 19 20 21 - JAMB r 1 46 29 30 31 6 23 •:►; ,.i: 29 30 31 46 •`} �18 :- 6 7 15 �� 39 12 8 17 7 `, : 7 :'•:•,.. •+ Active 36 7 Inactive `•:,•�••r.• {•�•'.� 23 Active Active 1 1/of,off' ` t t/4• •�' �,- t 1/4, �.:• ;�� EDGE DIST.)•' '•:'y„• :-�.':- ' (EDGE DIST.) — - -- 1$ 9 10 37 _ w i,: TYP.° `..'K 37 9 10 .:r,' TYP. 27 17 12 36 27 12 } 12 11 0 r E ' MAX 4SHIM (MIN TE ABED.) G2 21/2. (�) 0 0 silo o 0 (MIN. EMBED.) _n —1 1' 'X O EXTERIOR SIDE UNIT WIDTH MIN EMBED UNIT WIDTH 50 51 EXTERIOR SIDE (TYP') EXTERIOR SIDE t yr Nut INTERIOR SIDE EDGE DIST. 5/16' TAPCON W/ 5/16' TAPCON W/ LOCK STILE 3 i _. �� 1 ]/2' MIN EMBED. 1 1/4' MIN. 1 1/2' MIN EMBED. 4 56 57 ,•�,. <SEE NOTES FOR SPACING) EDGE DIST SEE NOTES FOR SPACING 19 20 21 Active ,. r �• •i".• �':. - ~_ -i•'_ .y�. TYP MULLION INTERIOR SIDE 7 LOCK STILE P.T. WD. �� w-�� "',= 1 x (P.T.) WOOD BUCK 46 1 �' g 1 l/2' HIM, : • , Via' BUCK (SEE £NBEA, K.�;�L•K (SEE NOTE 3, SHEET 1) 29 30 31 7 3g 12 TsIdetite MIN. EMBED �y;A�� NOTE 3, AT TYP TYP r.-:r., SHEET 1) ,. :� :.. . ,: .:• Active 1 17 114' MAX. 1 1/4' MAXI SHIM TYP. G3 H3 EXTERIOR SIDE HEAD 44 SHIM TYP. HEAD 44 22 9 10 INSTALLATION FASTENERS NOTES: "1X BUCKMINIMUM REQUIRED FASTENER_ 0 13 22 0 13 12 ” LENGTH `4 $ 12 `4 s EXTERIOR SIDE 14 Sldellfie HEAD:. 5/16" X 3 1/2' Long TAPCDN(x 5 3B Attachment Screw JAMB: 5/16" X 2 3/4" Long TAPCON(*) 5 ( 6 Screws B each skle of ,Jambs, O MULLIONS: 5/16" X 2 1/4". Long TAPCON(*) /I 27 i8 — 12 totat per Sldellte ) (-) TAPCON BY "ELCO ULTRACON" 29 30 31 INTERIOR SIDE 50 51 "2X BUCK" MINIMUM REQUIRED FASTENER LENGTH z PRODUCT REVISED INTERIOR SIDE 52 53 HEAD: 5/16" X 3" Long TAPCON(+) M t, JAM8; 5/16" X 2 1/4' Long TAPCON(*) = 9 10 LAM ATE GLASS - ( 9 1 O as complying with iho orido LOCK STILE a _ w MULLIONS: 5/16" X 2 1/4" Long TAPCON(*) � 32 33 34 w = � Building Code w Y u z EXTERIOR SIDE AccepttutcoHo O O .D 56 57 !•1 TAPCDN BY "ELCO_-JLTRACON" W Lj W 43 8tC Z( Active 7 7 AT SILL: 5/16�'T �f 1 1/2" MIN. EMBED. H z = 42 43 Z 42 C Inactive INTO 3500 PSI CONC. MIN. Q a E3a>a1d sde Product Control n Jn INTERIOR SIDE a NOTE: ALL FASTENERS W/ 1 1/2" MIN. EMBEDMENT. 17 17'Max. G.C. 1 1/4" MIN, EDGE DISTANCE & 1/4" MAX. SHIM SE&C£ ANCHOR YIELD STRENGTH Fy=155ksi 17 ANCHOR ULTIMATE STRENGTH Fu=177ksi EXTERIOR SIDE EXTERIOR SIDE E 2 5 18 5 12 • ALL TAPCON LENGTHS "L" SPECIFIED ARE 1sYNI11U)iS THO S J. SOTOS ( SEE ELEVATION AT SHEET 1 of 6 FOR 2 2 PROFESSION ENGINEER ANCHOR MAX. SPACING AND LOCATIONS ) 13 12 • .. 13 12 • • • • • • 000 :C}�.14 Revision Notes LA ON o ____ _ 23 ••• B 1 23 moo • N 3`••.Q see Revised to comply w/ FBC2004 -11/01/05 8501 NW 90th St. •• • F. ••2• 2' o� :" F e� Revised to comply w/ FBC2007 & added MEDLEY, FLORIDA 33166 S. SI(t ''v Sit( 0 55225 ••; F -8660ulated Glass 01/22/10 ND S :�: Height `"Ne t01/27/11YINUFICTURSR OF QUALITY ALUMINUM WINDOWS AND OLISS DOORS SILL SILL * and 1[ult-Point Lock !1'i� ; V .• 'i `•.'as•'•:A� •. "• • .-... s w. '" • Revised to Comply w/ 2010 F8C Drs•ctaa: Pot cls••: P-d cahyryS.is•/Yoa4L• lhw. SA"a!r �:••7'•. `� • • • • • • • • • �. • A TE OF Revised to com w 2014 FBC NOA APPROVAL IMPACT FRENCH 000R 4 OF 6 • , i .. s• 1 �'•MFN 'EMBF�• ••• ', '(' i 1 ¢' MIN EMBED. INTD •��.; s..r..a sv+ D.t•cn"errc tr ss '.•d`�;•;•.� �; ;�.•.a. •,;� . , ; •,i:';•. ...1 ;' '-•_ ,+: .} . A;�• Nelson Erazo 01 18/16 La Porte Impact". French Out-Swing Door TYP A A A 3500 PSI CONC. XQ g 5/16' ELCO TAPCON W/ (TYP.) �•' �••, '`�` �� Drw.n sin Do"Drou"L. t 1/4- • 1 1/2' MIN EMBED. s ' Nelson Erazo 01/20/12 / • • • •(S't •S ET I b 6 FOR SPACING) 1 1/4` • P J� it Sratr: lt�Jawur Xvm6"r: Drvtc4np XumEn: A"wton l•w4 (MIN. EDGE•11I1f.). . . . . (UIN. EDOE DIST.) DATE-_-- ")f` n.t,e, FD-2003 G SIDELLTE ATTACMENT DOUBLE GRavE EXTERIOR GLAZING TYPE & DESCRIPTIONS •"�� HEAD 12 1/4 SCREVS 232\ INTERIOR SIDE 010 x 1' PK/PHIL. __ ASSEMBLY SCREWS 920 ALED KING 17 Glazing Adapter .466" 0 A Laminated Claes b Du ont - Glass e A •lex 3/4•FH/PHIL. 5/e'�Glazing Depth VEATHERSTRIP FACE UPSilicone 29 30 31 ITEM[ DESCRIPTION i- 1 DBI AIL 32 "- •• Caulking I 3/16' Annealed /I6• •-- / 2 .090' DuPont SGP Interlayer / ......•• 3 3/16' Annealed OA"' , 3 15/16 - Laminated Glass 2 .340" 0 A Laminated Glass b Du ont - Glass Type "B" SILL by Dupont or Solutla I•T11M pg9CREMON I DETAIL 33 ADAPTER "' TE DO�I Nyle Types A", "B" or "C" Ism INTERIOR s[DE 1 1/8' Annealed — SIDELITE JAMB ATTACHMENT DETAIL (SEE TABLE V/ CORRESPONDIN D90 FRAME ASSEMBLY DETAIL / GLAZING TYPE 6 DESCRIPTIO / 2 .090' DuPont PVB Interlayer 1✓� 1 4 Round 3 1/8' Annealed 0.34M cAlxtHtc .. 32 33 34 Bead 9 10 �WNSIDE) ACCESS HOLE. a EXTERIOR SIDE .340 0 A Laminated Glass b Solutio - Glass e "C" 0 SILL SEALANT DETAIL GLAZING DETAIL_41 melt DESCRIPTION DeTAM 34 NOTE.HEADER TD BE SEALED SIMILAR TO SILL 1 1/8' Heat-Strengthened Gloss n9o- 'HME E 2 A90' SaF1ex PVB Interiayer ` 1/ LIFT OFF 3 1/81 Heat-Strengthened Gloss I 7340 AND REMOVE f INTERNALHADE (r TfsaEABED Imo 3/a' DIA. .� INTERIOR SIDE lazln Slloone LAZIN PE & DESCRIPTIONS � HINGE ATTACHMENT 10 Glazing Adapter ' SCREWS 431 5/16" Laminated Glass 5/e 29 3i .340' 0 A Laminated Glass b Solutia - Glass a "D"- UEPTH LUG�— 110 x 3/4'PK/PHIL• 33 34 Gla g Depth HINGE ATTACHMENT (SEE TABLE W/ CORRESPONDING ITBId DS3CRDP770N a/B DSfID GLAZING TYPE a DESCRIPTION) 27 1 1/e' Heat-Strengthened Glass Q DETAILS A=ss MOLE / — _= 2 .090' Satlex PVB Interlayer _ LAVER /• 3 1/8' Heat-Strengthened Glass AW PRC-PUNCHED Phi LEFT HAND HINGE LEAF TO DOOR STILE _ —_ _ MOLE Xd , 4 1/4' INSLILATED AIR SPACE 1/4 Insulated 94 a34o• Air Space w/ 5 1/8' TEMPERED GLASS 1/8" Temp. Glass STILE BOTTOM ,340 0 A Laminated Glass by Solutia - Glass 15Fe E HINGE ATTACHMENT HEX NUT INSULATED SPACER 'TruSeal'- Glazing Bead AND VASrE_R Aura Seal Swiggle Spacer O MM DESCRIPTION DETAIL l Ila xV3/431FFVPHLL• PANEL ASSEMBLY DETAIL Black - 1/4' - Space 28 1 1/8' Hent-strengthened Glass Pt.No, 812-25H-35 ® 1/4' Z .090' DuPont SGP Interlayer /B 1 EXTERIOR 3 1/6' Heat-Strengthened Glass ACCESS HOLE COVER �0 4 1/4' INSULATED AIR SPACE 0,340' BOTTOM LEFT JAMB ,-v GLAZING DETAIL #2 5 1/6' TEMPERED GLASS 34 NINGC NYLON END PLUG (Na L-40ie ) 5/l6•(Na cLTA] E 614 SNS OR SELF DRILLING SCREWS N14 SHS OR SELIS STEEL PIN .125—I f- F DRILLING SCREWS 1/ INTO METAL STRUCTURE INTO METAL STRUCTURE (SEE NOTES FOR SPACING) _«{ (SEE NOTES FOR SPACING) 0,125 THK 1 jMIN EDfy GE DIST. ((6063-5 MIN.) NIN EDGE DIST, � GA, MIN. + + y = 36 KSI MIN.) ALUMINUM TUBE MULLION STEEL TUBE OR COLUMN 3 T4 REFER TO APPROVED (STEEL IN CONTACT W/ ALUM. — MIAMI-DADE NOA TO BE PLATED OR PAINTED) 3 Pitch Beyond 3 F1tch Beyond Natal TNck"rss �— Histol TWWrwsc t/4' MAX. SHIM TYP. 1/4' MAXI SHIM TYP. + + PRODUCT REVISED MWA NYLON BENt% as eomplyi II with a Florida c No.L-4013 f AND In_ I Building Codc e%Nc ars �6es--I AcCe Nolm . O 1 1/4' MIN, 5/16' ELCO TAPCON V/ a atC o�8 EDGE DIST. 1 1/4' MIN EDGE DIST. 1 1/2' MIN EMBED. 5/16' TAPCON W/ --{TYP (SEE NOTES FOR SPACING) THOMAS J. SOTOS �i WNGE ASSEMBLY DETAIL g), TYP 1 1/2' MIN EMBED, INTO CONC. I PROFESS ENGINEER #FD-824-2 Miami WeProduCt 0,ro (SEE NOTES FOR SPACING) }1 �r (CONO•Tfl BE-6 �Xi HIV.): •• 2 x (P•T.) 1 /' 2' t •"i..»'' i�w •• • • • • • 1V2' WOOD BUCK �� >> Revision Notes: LA WS e'• • .a ; • • ••• •1 (SEE GEN, NOTE 113) �� .••' ,/�,9s (TRIM.J/4 ED.) �.. .•_�_. . • • • • • • (IIINtBEO � •S� ,� .. Revised to comply w/ FBC2004 -11 Ol 05 8501 NW 90th St. I 1!;:�- ;�.�,^. :,.��i'..:• Vis,• • • • •' Revised to comply w/ FBC2007 h added MEDLEY. FLORIDA 33166 1 �C 0 X225 •" y Insulated Glass 01/22/10 IN �5 TituxES INC. (305) 696-8660 T • Ashland Mult-Point Lock 01/27/11 MANUFACTURER OF QUALITY,ALUMINUM FINDOMS AND CLASS DOORS ••• •: 1+f4 M Ak HIM•1.1r, •`• 4L/41 MAX. SHIM TMP, 7( o 4 Revised to comply w/ 2010 FBC lDraw Class: Pan}Cts,,, Prod cauifofy: sefSe./Afli` fteen sA.at •• e • • • • • NOA APPROVAL Prod, FRENCH DOOR 5 OF 6 •• • • • • • • • •• • • ,r� OF .SLA Revised to comply w/ 2014 FDC • •• • • 0.0 • • • i9• "rfJ ti RnHued Dµ Data CAaal�ed ff H ff ••• •• �,,' •. �C tf:�•:��`�~ Nelson Erazv 01/16/15 La Porte Impact French Out—Swing Door NOTES �j "... . c '.�a Drawn Dy: Dau Drowal. OPTIONAL. INSTALLATION DETAILS MAY APPLY tS�i ."S tK + Nelson Erazo 01/20/12 TO DOOR FRAME JAMB AND/OR•FRAME HEAP• • •F#�QME:INSTALLATION OPTIONAL DETAILS �� ` �''' sem: �'Nian°'rr DrWA*W Nura r' Rovielen L"'ak (TYP.) . . . • DATE_— l ZV�� FD-2003 n.t,s. G ••• 0 as - ' .076 -�I- "`{� I 3'S I 4,500 3/8• 'Bb 3, I 07 050 3/0' O.D, 1 Fjjj� STEEL BOLT STEEL BOLT 1 [ 3• 875 .062 986 ,460 096 II 1.750 56 GU[DE' G IU DE 56 1- i I 1 1,750 .065 I 1/2� 17 �- 1,259 -{ -1 .908 II- I .074 ,127 .687 Uri] QUARTER ROUND _J_ I T GLAZING ADAPTER 26 (11/16") BEAD L O FRAME HEAD 9 FLUSH BOLT AND #L-910 PANEL HINGE STILE 1 fl $ io 49 ANGLE IN DE CK #FD-634 O #L-907 - 1.812 ---` #L-801 #FD-627-1 . 60 • ." m & .119 .730 .726 I 4.187 I W I I 1,250 �- 2.031 ---I I f' .808 .098 .100 _ .064 Ob4 2.000 N 3 : 1.500r 124 QUARTER ROUND 1750 ,075 o L 11 # 808 l0 (3/6") BEAD 9 #L 912 N 1,500 5 � .05 070 4.500 II -- 4 INACTIVE-PANEL .060 O PANEL LOCK STILE O FRAMESIM 1 FLUSH BOLT 656 7 #L-906 47 ANGLE GUIDE .835 1 1/2" LONG #FD-625-1 0.656 .808 �I ( I- 1.75-I 1,750 1.812 -1 .063 MULTI-POINT MULTI-POINT 9 QUARTER ROUND 125 -F .066 L = LOCK ACTIVE LOCK PASSIVE O (1/4") BEAD 1.250 #L-911 072 21� Y CYLINDE 1.625 0.198 5 LOCK • ° � ,065 �-. 5 � 2. I .045 Z ° • ■0 HALF ROUND 062 I 4,000 asoo b p'� p' 42 FALSE MUNTIN 8 RAIL ADAPTER 072 -- 500 IAMB ADAPTER TURN ' ° 1 1/2' 0 #L-913 #L-909 .094 O #L-904 KNOB II .082 .100T °52 53 y r1/8' Flexible Vin FPVC Composition-Team Plastics Inc. 4.340 50 51 SIDELITE PANEL •1. FPVC Black Compound No.7200.75 11812 ,100 OALUMINUM PLATE PHYSICAL ASrMNO. -I .136 35 2" LONG Durometer Hardress'A",10 sac 75 D-2240 #HC-002 SpcoilicGrinity 1.45 11792 l ! 0.iii��'o 59 Tensile Svength,PSl 1640 D-638 PANEL TOP & Ir ACTIVE HANDLE " PASSIVE HANDLE Ultimate Elongatioi "% 340.0 D-638 5 BOTTOM RAIL FRAME JAMB 4.066 & TRIMSET & TRIMSET s3a - Modulus@ 100%FAcngatian,PS1 765.0 D-638 #L-906 O #L--903 4`� FRAME HEAD SHEAR PLATE Impact Brittleness, •31.0 D-746 w °2. FPVC White:Compound No,7267-75 PHYSICAL ASTM NO. NOTE: 2.680 ,50D W I 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES Duronricr Hardrwss"A",10 sce 75 D 2240 218 .100 SpecilloGravity 1.45 D-792 2• SEE ELEVATION AT SHEET 1 OF 6 FOR I ANCHOR O.C. MAX. SPACING AND LOCATIONS O v o Tensile Strength PSI 1640 D-09 , Ultimate Elongatioq% 325.0 D-636 PRODUCT REVISED T 4.500 a R Modulus®enes-Elongatia7,PS[ 765.0-30. D-638 s comnpg Co Bri to Flo»da V O FRAME LOW SILL ImpactBrilUen -30.0 11746 Builds Code �/']�" O 45 N a Aoce No • #L-918 ate Zj[��,g L') NOTE THOMAS Bozos • PROFESSION I N$BR REFER TO DETAIL '83' AT SHEET # 3 OF 6 a FOR ADDITIONAL NOTES AND LIMITATIONS. •mi •• BUTTON �I HililrIIl 86 Product Conlrol GUIDE 57 ,�� j sig Revision Notes: �� 7',�o 1®�/Jaw • • �� • •. `• �m Revised to comply w FBC2004 -11/01/058501 NW 90th St. Revised to com w FBC2007 A added MEDLEY, FLORIDA 33166 ..' •• Pl► /•D 3/8. O.D. •J STEEL BOLT - _ * •� � Insulated Glass 01/22/10 IND LTSTRIES INC. (305) 696-8660 STAINLESS STEEL DOLT (�) Ashland Mult-Point Lock 01/27/11 mANUTACTURER of QUALITY ALUMINUM WINDOWS AND GLASS DOORS • • • Q Revised to oomply w/ 2010 FBC D"w cmmw fit claim& Dais CaitmQoryr s..s../xoa.r n..,. sA••4 (•) 5/16' D.D. SSS (+/- 76.0 psf) '�. ••• • Op�1C�C1[ vcll� M141 Ei;Point Locks tr> 3/9' aD. SSS <+/- 860 psf) QP �� Revised to comp ,r 2014 FBC HOA APPROVAL IMPACT FRENCH DOOR 6 OF 6 OPTIONAL Z+/- 96.e•Vsf DP) Q,ti:�W� Rw(mmd9yr Nelson Erazo 01/16/15 "LaPorte" Impact" French Out-SwingDoor Active Lock Passive Lock INACTIVE-PANEL < R1�.• 1ti� P 46 TWO-POINT SEK ASHLAND #W5I10-STACT5 ASHLAND #W5110-STPAS4 l e FLUSH BOLT HC--001 S'•••• " • C�4�' Proun OF Daitm D.•vnr LOCK #HC-050 # �. S9i' Nelson Srazo 01/20/12 78.0 psf DP). • HA NDaI E iL 1•Q$4SfT HANDLE & TRIMSET �� situ Pwt x,+m+m,; Drewbw Nwmb,r x.utm(•n L4" jj FO-2003 �1SHL N2;/ IMJ52elA- ASHLAND #W5201A-P DATE___ ' n.t.s. G