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WS-17-2033Miami Shores Village 10050 N.E. 2nd Avenue N Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pei Permit NO. S- -17-2033 ■ m I Permit Type: Windows/Shutters t or* Classification: Window/Door Replacern Permit Status: APPROVED issue Date: 8/1712017 Expiration: 02/1312018 Parcel Number Applicant 9650 N BAYSHORE Drive Miami Shores, FL 33138- 1132060143750 Block: Lot: VERONICA DUMAS Owner Information Address 9650 N BAYSHORE Drive MIAMI SHORES FL 33138-3515 9650 N BAYSHORE Drive MIAMI SHORES FL 33138-3515 Contractor(s) SECURE WINDOWS & DOORS Phone 305-513-0705 CeII Phone Phone CeII Valuation: Total Sq Feet: $ 9,229.21 0 Type of Work: IMPACT WINDOWS & DOORS INSTALLATION No of Openings: 3 Additional Info: IMPACT WINDOWS & DOORS INSTALLATION Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $6.00 $2.00 $2.00 $2.00 $100.00 $9.00 $8.00 $129.00 Pay Date Pay Type Invoice # WS-8-17-64841 08/10/2017 Check #: 23569 $ 50.00 $ 79.00 08/17/2017 Check #: 23570 $ 79.00 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Window Door Attachment Final Review Building , In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an. z. ing. Futhermore, I authorize the above -named contractor to do the work stated. August 17, 2017 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy August 17, 2017 1 ero\n- BUILDING PERMIT APPLICATION [ILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION D EXTENSION ❑PLUMBING ❑ MECHANICAL CI PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION CONTR qbS QJJ S�I�� , CELLED JOB ADDRESS: � City: Miami Shores County: Folio/Parcel#: //— 3206 —Ole - 375P Occupancy Type: load: OWNER: Name (Fee Simple Titleholder): Address: 9 City: 7 vi") • Construction Type: Miami Dade RENEWAL ❑ SHOP DRAWINGS Zip: 313E Is the Building Historically Designated: Yes NO /ael 4/5 .'.)ma State: Flood Zone: BFE: FFE: Zip: 3 /3c? Tenant/Lessee'Name: Phone#: Email: CONTRACTOR: Company Name: iv/ . Address: 7f6 5 /Ucv 4/ Phone#: (3 d 5) 57.E — 0704J— City: A-X.ai State: Zip: 33/4, Qualifier Name: G.L12--/e �,� i Phone#: State Certification or Registration #: . * Certificate of Competency #: O.3 6S 603 2 Z DESIGNER: Architect/Engineer: •I-T it —DO - , C,.-: raj?' 1 Phone#: Soh )x — i/,� Address: 93(00 .S /7442 '' f :2—, 22--4-) City: �' •&/v2/ Stater Zip: 35/Z3 Value of Work for this Permit: $ 9 02-0 • Type of Work: ❑ Addition ❑ Alteration ❑ N Description of Work: ..�,.2";--A-7f , kJi r —> C �'�2Q� �� Technology Fee $ Miami Shores Village Building Depart...-, 10050 N.E.2nd Avenue, Miam' Sp ': i ,+T• Tel: (305) 795-2204 Fa>(3 •' 5: -8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED AUG 017 BY r _ FBC 20 ¢ S 44' Master Permit No. \ — Z03 Sub Permit No. ew i �] Square/lin ar Foota a of Work: /30 N Demolition z. G�iir J Pe'2`S / Specify color of color thru tile: Submittal Fee $ 0 `) 4 Permit Fee $ I CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ R-/ . Training/Education Fee $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City Sia . �. - Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address` City s. , .State . , Zip 1 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 r• OWNER'S AFFIDAVIT: I certi applicable laws regulating con ` b fotegoing information is accurate and that all work will be done in compliance with all tr tacurtg i 40 "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 th'e'notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, o 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 approve nd a.reinspection fee will be charged. Signature OWNER or AGENT Theeoregoing instru ent was ackno !edged before me this The foregoing instru day of , 20 //`-. by _ day of NibnnQs , who is personally known to me or who has produced as me or who has produced identification and who did take an oath: NOTARY PUBLIC: Sign: Print: Seal: Notary Public - State of Florida My Comm. Expires Apr 1, 2018 Commission #, FF 163930 'identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Ael ,hnfV Ilc s^l.e,;`c• - State cf Florida %�FOF f )fl rissicn 4 Fr 163930 • •*************************** F** ***il k*+k�k#III**** *►,kit* ** *************** tit*****************#i******* ******* APPROVED BY itP (7 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) tile permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: h coL/4 Qualifier/Owner Signature Date Print Name Property Search Application - Miami -Dade County http://www.miamidade.gov/propertysearch/#/report/summary OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-014-3750 Property Address: 9650 N BAYSHORE DR Miami Shores, FL 33138-3515 Owner YIANNIS DUMAS & VERONICA DUMAS Mailing Address 9650 N BAYSHORE DR MIAMI, FL 33132 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/3/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 4,514 Sq.Ft Lot Size 15,416 Sq.Ft Year Built 1956 Assessment Information Year 2017 2016 2015 Land Value $554,775 $569,962 $469,906 Building Value $422,172 $425,445 $428,717 XF Value $34,671 $35,078 $23,561 Market Value $1,011,618 $1,030,485 $922,184 Assessed Value $621,790 $609,001 $604,768 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $389,828 $421,484 $317,416 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOT 1 BLK 83 LOT SIZE 77.080 X 200 OR 18519-2768 03 1999 1 COC 26108-1838 12 2007 1 Generated On : 7/20/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $571,790 $559,001 $554,768 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $596,790 $584,001 $579,768 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $571,790 $559,001 $554,768 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $571,790 $559,001 $554,768 Sales Information Previous Sale Price OR Book - Pa 9a Qualification Description 12/01/2007 $0 26108-1837 Sales which are disqualified as a result of examination of the deed 12/01/2007 $995,000 26108-1838 Sales which are qualified 03/01/1999 $395,000 18519-2768 Sales which are qualified 02/01/1972 $82,500 00000-00000 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3206-014-3750 Property Address: 9650 N BAYSHORE DR Miami Shores, FL 33138-3515 Owner YIANNIS DUMAS & VERONICA DUMAS Mailing Address 9650 N BAYSHORE DR MIAMI, FL 33132 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds l Baths / Half 3/3/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 4,514 Sq.Ft Lot Size 15,416 Sq.Ft Year Built 1956 Assessment Information Year 2017 2016 2015 Land Value $554,775 $569,962 $469,906 Building Value $422,172 $425,445 $428,717 XF Value $34,671 $35,078 $23,561 Market Value $1,011,618 $1,030,485 $922,184 Assessed Value $621,790 $609,001 $604,768 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $389,828 $421,484 $317,416 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOT 1 BLK 83 LOT SIZE 77.080 X 200 OR 18519-2768 03 1999 1 COC 26108-1838 12 2007 1 Page 1 of 1 Generated On : 8/10/2017 Taxable Value Information 2017 2016 2015 County Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $571,790 $559,001 $554,768 School Board Exemption Value t $25,000 $25,000 $25,000 Taxable Value 1 $596,790 $584,001 $579,768 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $571,790 $559,001 $554,768 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $571,790 $559,001 $554,768 Sales Information Previous Sale Price OR Book - Pa 9a Qualification Description 12/01/2007 $0 26108- 1837 Sales which are disqualified as a result of examination of the deed 12/01/2007 $995,000 26108-Sales 1838 which are qualified 03/01/1999 $395,000 18519 2768 Sales which are qualified 02/01/1972 $82,500 00000-Sales which are qualified 00000 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp http://www.miamidade.gov/propertysearch/ 8/10/2017 YIANNIS DUMAS & VERONICA DUMAS 9650 N BAYSHORE DR, MIAMI,FL,33132 MK MFG SIZE TYPE GLASS TYPE NOA APPROVED CALCULATED RE PSF (-/+) PSF (-/+) MARK A 1 PGT 109X52(1 Lite) PGT 72X79-3/4 (2)10X79-3/4 SF 1-3/16 LAMI HS/HS DOOR 13/16 LAMI HS/HS Sidelites 13/16 LAMI HS/HS N OA# 16-0505.04 100.0/100.0 NOA# 16-0629.17 75.0/75.0 NOA# 16-0629.17 75.0/75.0 65.1/48.6 OK 65.1/48.6 OK 65.1/48.6 OK RECEIVED AUG 1 2017 pERIVAT #: WW1 -203S Miami Shcres Village BY APPRO\jED ZONING DEPT E [Y DEPT DATE i '- CT i 0 CC P,IP. , NICE WI (l-1 A _L. FEDERAL t \No L, UN i ( rfUL_S AND REGULATIONS KITCHEN /O y DINING ROOM iL/07-67 coe,friz")6-- LIVING ROOM 00("103. • •• ••• • • • . • •• • • THE REST OF THE DOORS AND WINDOWS ON THE PROPERTY ARE NOT PART OF THE PERMIT • •• • • • • • • .. • •• .• • • . .. • ... . • • • . . . . • • •• •• •• •• •• • • • • • • . . • • •. ••. •••• • • ••• • • • • •.• • • • • •• •• •• • • • • • • • • • • • • • • •• • • • • •• • • • • • • • . • • • • . • • • 000 • • • 000 • • AL-FAROOQ CoRPofrAT:RN ••• rCONSULTING ENGINEERS & PRODUCT D.EILELOPIM/IENT Client: Secure Windows and Doors Project Name: Dumas Residence Project Desc.: 9650 N Bayshore Dr Miami Shores, FL 33138 .... . . • • • .••• . . . . • ••• •• •••• . Pate: Aug 2 2017 • • • • t iginaered B}:•CG • • •• Checked By: ALL AFC Number: 17-1172 Building Height (ft.) : 15 • Design Criteria: i, Florida Building Code 2014 ii, Wind Loads are calculated as per ASCE 7-10. General Notes: - Any deviations from conditions shown on calculations or drawings shall be engineered separately. - Al-Farooq Corporation will not provide a letter of compliance / inspection report unless called during installation. - Engineering drawings are checked for structural requirements only. Additional Notes: - Roof Sloped Risk Category: 2 Disclaimer: - This document is not valid without the embossed seal of an engineer employed by Al-Farooq Corporation. - No portion of this document may be used or reproduced in any manner. Unless authorized by signing professional AU3 0 2 11317 Javad Ahmad, P.E. EB C.A.N. #3538 9360 Sunset Drive, Suite 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com 1 alfar000Pafcene.com Secure Windows and Doors Coefficient Kh 1.03 Dumas Residence 9650 N Bayshore Dr Miami Shores, FL 33138 Coefficient Kzt 1.00 Velocity Pressure Evaluated @z (qz] (lb/ft^2) 68.64 Wind Speed (mph) Importance Factor Exposure Category Risk Category 175 1.00 D 2 Coefficient Kz 1.03 Mean Roof Height (h] (ft) 15.00 Height Above Gnd. Level (z] (ft) 15.00 Horizontal Dimen. of Bldg. (ft) 102.00 Roof Slope (deg.) >10 Type of Building With Impact Protection Coefficient Kd 0.85 Velocity Pressure Evaluated @h (qh] (Ib/ft"2) 68.64 Component Size Mark Comp Type W (in) H (in) S (in) ALL Design Wind Pressures (Ib/ft"2) Z4+ Z4- Z5+ Z5- In Zone Gcp Coefficients Gcpi Coeff. A ft"2 Z4+ Z5+ Z4- Z5 Pos Neg 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 48.6 -52.7 I 48.6 -65.13 - S •. ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING : AL-FAROOQ CORPORATION, 1235 S.W. 87th AVE, MIAMI FL. 39i74aTE4:O05:2648100... • •• • • •• • • • • Engineers Seal Engineers Name And Signature Design Date 8/2/2017 8:43:46 AM • • • Design Refenence•Number • • • • • • • • • • • ••• • • • ••••. :1i-1-C72..•.: ••• • • • ••• • • NAME: ADDRESS: CITY: WINDOWS & DOORS 7855 N.W. 46th STREET • Miami, FL 33166 (305) 513-0705•tFAX (305) 513-0704 `0 g4250 bakOmee CONTRACT DATE: CONTRACT NUMBER: SALESMAN: INSTALLER: DATE OF INSTALLATION: HOME PHONE: Ctd+ STATE: gd ZIP: OFFICE PHONE: C7 HI DIAGRAM v3/ y '1 / 20 / I1 awl_ L- I O(1-i Mrv�� •••• • • • • •••• • • • •• • • • •• • • • • • •• • • • • • (i r41 • • • • • • • • •• •• •••• • • • • ❑'NC' • • • •• • • •• • • • • • ••• • • • •• AL-FAROOQ CORPORATION THIS SHEET HAS BEEN REVIEWED TO VERIFY LOCATION OF EXTERIOR GLAZING PRODUCTS WITH RESPECT TO ZONE 4 & 5. BY: 0. DATE: & / 0 *ALL INFORMATION PROVIDED BY CLIENT DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD 'AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE fNOA) tPGTIndustries, Inc- f 1070 Technology Drive 1North Venice, FL 34275_,� SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade cent); RER - Product Control Section to be used in Miami Dade County and other areas wherf, all ed by tht•Authorify MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.Qov/economy Having Jurisdiction (AHJ). •• This NOA shall not be valid after the expiration date stated below. The Miami -Dan ti. unty Prod .ct Control • Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade CQt;nty) reierve•the riglZt' • • •: to have this product or material tested for quality assurance purposes. If this pigck t•or mat2ii'a1•fails to.... perform in the accepted manner, the manufacturer will incur the expense of such. testing and tk€. HJ malt•:. • immediately revoke, modify, or suspend the use of such product or material withirr.fheir jurisdittiew RER reserves the right to revoke this e, if it is Section n that this product or material failsl� to determined meet the requirements of the by applicable Produet appliccable buildd g coC1c.Control This product is approved as described herein, and has been designed to comply �vitb the Florida Building •. • • • • • • Code, including the High Velocity Hurricane Zone.- • • • •• • .• • -DESCRIPTION:"Series "SS-3500" Aluminum -Storefront System APPROVAL DOCUMENT: Drawing No. MD-3500-2-LM, titled "Storefront Window System Details - LM", sheets 1 through 16 of 16, dated 03/26/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE.IMPACTRATING: Large and Small. MissileImpact_Ressiant) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0612.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY rsoA No. 16:0505.04 r Expiration Date: January 17, 2018i CApproval Date:_June 02, 2016- Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: 'EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1005.01) 2. Drawing No. MD-3500-2-LM, titled "Storefront Window System Details - LM", sheets 1 through 16 of 16, dated 03/23/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. .... • . . •••• B. TESTS • '•• • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-9z. • • • • 2) Uniform Static Air Pressure Test, Loading p'eP4.13C, TAS 202-94 • • 3) Water Resistance Test, per FBC, TAS 202-4A • • • • 4) Large Missile Impact Test per FBC, TAS 2lUr 1. ....• • 5) Cyclic Wind Pressure Loading per FBC, TAg M03-94 • • • • • • • 6) Forced Entry Test, per AAMA 1304-02, FW24t 1.3.2.1, And TAS '. 202-94 • . . along with marked —up drawings and installation diagram of ii.i,tbrtfront.ststein wit3? French door and . transom, .prepared by Fenestration Testing Laboratory, rnj., Test Report No. FTL-7137, dated 12/10/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 12-1005.01) 2. Test reports on: 1) 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 AAMA 1304-02, FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of a storefront system with French door and transom; prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7208, dated 01/04/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 12-1005.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 06/05/15 and 05/02/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E-1 Mann Product Cont ez, P.E. aminer NOA No`.-i6-0505.04 Expiration Date: January 17, 2018 Approval Date: June 02, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/2.5/15, expiring on 12/11/16. 2. Notice of Acceptance. No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18.• • • • •• . spacer complying . with ASTM C518 passed, ASTM F 1249• rassed, A 4 b3985 • passed, ASTM D395B 22 HRS 185°F and ASTM E2190 passed.' • • • .... . F. STATEMENTS •• •..• .. 1. Statement letter of conformance, complying with FBC-5th Edet;on•4014),.dated May • 2, 2016, issued bymanufacturer, signed and sealed by Anthon/L• is Miller, P.E. 2. Statement :letter of no financial interest, dated May 2, 2016, .ssueiC by niait ixcture signed and sealed by Anthony Lynn Miller, P.E. • • • 3. Laboratory compliance .letter for Test Reports No. FTL=7137, dated 12/th 2 and FTL-7208, dated 01/04/13, issued by Fenestration Testing Laboratory, Inc., both signed and sealed by Marlin D. Brinson, P.E. 3. QUANEX I.G. Super Spacer by Edgetech I.G., Inc. exteriof .t xLble, orciaric foam • G. OTHERS 1. Notice of Acceptance No. 15-0612.08, issued to PGT Industries, Inc. for their Series "SS-3500" Aluminum Storefront System - L.M.I. approved on 07/30/15 and expiring on 01/17/18. .E. ner NOA No. 16-0505.04 Expiration Date: January 17, 2018 Approval Date: June 02, 2016 E-2 . . GENERAL NOTES: SS-3500 IMPACT -RESISTANT STOREFRONT WINDOW SYSTEM GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3. GLAZING TYPE: SEE GLAZING DETAILS ON SHEET 15. 4. DESIGN PRESSURES: A) NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300 B) POSITIVE DESIGN LOADS BASED ON WATER INFILTRATION, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300 5. THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. 6. INSTALLATION SCREWS & FRAME CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 7. DISSIMILAR MATERIALS THAT COME INTO CONTACT, INCLUDING PRODUCT FRAMING, ANCHORAGE AND OPENING SUBSTRATES, SHALL BE COATED OR PROTECTED TO PREVENT CORROSIVE REACTIONS AS REQUIRED BY THE FLORIDA BUILDING CODE. 8. REFERENCES: ELCO ULTRACON & CRETEFLEX NOA'S, ITW TAPCON NOA; TEST REPORTS FTL-7137, 7208 & 8717 ANCHOR NOTES: 1. FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE 1 ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR SUBSTRATE APPLICATIONS SEE TABLE 1 ON THIS SHEET. 3. WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-12" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 6. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. INSTRUCTIONS: 1. DETERMINE THE BUILDING'S REQUIRED DESIGN PRESSURE USING THE ASCE 7 STANDARD. THE PRODUCT'S DESIGN PRESSURE MUST MEET OR EXCEED THIS VALUE. 2. DETERMINE THE ANCHOR TYPE FROM TABLE 1, SHEET 1. 3. DETERMINE THE GLASS DESIGN PRESSURE FROM TABLE 2, SHEET 4. 4. JAMB ANCHOR SPACING IS GIVEN IN TABLES 5 & 6, SHEETS 7 & 8 AND HAVE BEEN CALCULATED FOR THE PRODUCT'S MAXIMUM DP. 5. MID -PANEL ANCHOR QUANTITIES ARE GIVEN IN TABLES 7 & 8, SHEETS 9 & 10 AND HAVE BEEN CALCULATED FOR THE PRODUCT'S MAXIMUM DP. 6. IF THE STOREFRONT WINDOW IS ATTACHED TO ANOTHER WINDOW THROUGH A COMMON MULLION: A) DETERMINE THE MULLION DESIGN PRESSURE FROM TABLE 9, SHEET 11. B) DETERMINE THE MAXIMUM DESIGN PRESSURE DUE TO MULLION CLUSTER ANCHORAGE FROM • TABLES 3 OR 4, SHEETS 5-6 BASED ON YOUR SHIM SPACE, ANCHOR TYPE AND THE QUANTITY OF ANCHORS REQUIRED TO ATTAIN THE REQUIRED DESIGN PRESSURE. 7. THE LOWEST DESIGN PRESSURE FROM 3 & 6 ABOVE, SHALL BE USED FOR THE ENTIRE ASSEMBLY. 8. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. TABLE 1: Group Anchor Substrate Min. Edge Distance Min. Embedment Min. O.C. Distance '4 414 Steel or 410 SS SMS (GO) P.T Southern Pine (SG=0 55) 1 1-3'8 1 B 414 Steel or 410 SS SMS (G5) Aluminum, 6063-15' (0.125" non. thickness) 318" I/O' 5'8" Steel, A36" (0.125" min. thickness) 318" t/B" -- _- 98" �- 1 ' 1/4' Ek:o Unracon f: - Concrete (min. 2.85 ksi) 2-1/2' 1.3'8' 3" ip . Graf -Filled CMU (ASTM C-90) 2-1!2" 1-3/4" -_ - 4" -- ) Ungraded CMU, (ASTM C-90) 2-1!2" 1.114" 6" 114" Elco 410 S S. CreteFlex Ungrouted CMU, (ASTM C-90) 2-112" 1-1I4" B" 5116" Elco Unracon Ungrouted CMU' (ASTM C-90) 3-1/8" 1-1/4" 6" D 1/4" Elco 410 S.S. Cr8eFlex Concrete (min. 3.35ksi) 2-1/2" 1-3r4" 3"- 5116" Elco Uhracon Concrete (min. 3.52 ksi) 3-118" 2" 3" Grout -Filled CMU, (ASTM C-90) 2.1!2" 2-1/4" 5" E 31" Large Diameter ITW Tapcon Concrete (min. 3 ksi) 3" 1.1/2" 4" Ungrouted CMU, (ASTM C-90) 3„ 1-1/2" 6" STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM El300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2010 • AIS I-S 100-07/S2-2010 A. LYNN' MILLER, P.E. P.E.a 58705 IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. FOR STEEL STUDS, MIN. FU=45 KSI & MIN. FY=33 KSI. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL ANCHOR HEAD TYPES ARE ALLOWED. CONTENTS: GENERAL NOTES, INSTRUCTIONS 1 ANCHOR TYPES, TABLE 1 1 ELEVATIONS 2-3 GLASS DP, TABLE 2 4 MULLION ANCHOR CLUSTER DP - 1/4" SHIM, TABLE 3 5 MULLION ANCHOR CLUSTER DP - 1/2" SHIM, TABLE 4 6 JAMB ANCHOR SPACING - 1/4" SHIM, TABLE 5 7 JAMB ANCHOR SPACING - 1/2" SHIM, TABLE 6 8 MID -PANEL ANCHOR QUANTIY - 1/4" SHIM, TABLE 7 9 MID -PANEL ANCHOR QUANTIY - 1/2" SHIM. TABLE 8 10 VERTICAL MULLION DP, TABLE 9 11 HORIZ. SECTIONS 12 VERT. SECTIONS 13 PTAC & WINDOW INSERT SECTIONS 14 GLAZING & IG SPACER DETAILS 15 EXTRUSION PROFILES 16 CORNER DETAILS' 16 PARTS LIST, TABLE 10 16 • • • • •• • • •--•-• • :eviod• nnle:. Revision: _ • j•-•-•I • • • � • 4- •• • • • • • ���• 7' • • •evi�d By. OW, Revision: \ 7 ® De;c,io lion: Drawn By: GENERAL NOTES J ROSOWSKI • • • • •ea- • • 1/jO TECHN•1L0,' URINE Tire• • • • Dote: • • P.O. 6C• 1.29 • •. VENICE,•FL.0427:• 5TOVEPPINT WINDOW SYSTEM DETAILS - LM 03/23/16 • •181KOVIS, SE •1274• • se,ie•/,�" ,•del: • • • se�le sneer. Dr,,,•in3 No Re": • • • CERT. OF AUT #29z 6 JS-3500 NTS 1 OF 16 MD-3500-2-LM 1ROI)11(T REVISED as complying with the Finnan Uri:Ming Code Acceptynce 1,18 tLa' 8'oe 8vm Date fifian{` aEe heds[C.i • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • • MIN 4" LENGTH OF ANCHOR CHANNEL, PART 68, REQ. AT ALL ANCHOR LOCATIONS IN CURVED HEADER. S ]ART 3.7/e"MA„ OF BEND - - _ 6" MAX. SEE O.C. SPACING ON TABLES 5 8 6 6" MAX. 3-7/8" MAX. 6" MAX. NOTES; / 12-3/4" \ MAX. O.C. SEE TABLES 384 FOR CLUSTER ANCHOR QUANTITIES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE 8 8 FOR 3& 4 FOR 8 8 FOR 3 8.4 FOR 8 8 FOR STOREFRONT MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL DOOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR APPROVAL FOR QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY SPECIFICATIONS 11 illiil lIrl I I I I 1 1 1 1 1 1 r} i I l l 1 i l I L.._.__�I II .i / REINFORCEMENT---' SEE TABLE 9 1 /4' NUT 8 BOLT, 24" FROM EACH END AND 24" MAX O.C. // /E f _ MULTIPLE — HORIZONTAL MULLIONS ALLOWED, 60" MAX. LENGTH / —T — w.I ice —/ /./ + — r2 1 I i l f I SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES &8FOR 384 FOR 88FOR •3&4FOR 88 FOR 384FOR MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL CLUSTER ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY QUANTITIES 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. SEE TABLES FOR MAXIMUM ALLOWED SIZES. 3. SEE SHEET 4 FOR DAYLIGHT OPENING (DLO) FORMULAS. 1- 1 L. ATTACHED �I STOREFRONT DOOR & TRANSOM, SEE SEPARATE APPROVAL FOR SPECIFICATIONS _L_ T I I ) / SEE TABLES 7 SEE 88 FOR STOREFRONT MID -PANEL DOOR ANCHOR APPROVAL FOR QUANTITY SPECIFICATIONS 144" MAX. FRAME HEIGHT (DOOR MAY LIMIT MAX HEIGHT, SEE SEPARATE APPROVAL) TYP. ELEVATION OF STOREFRONT WINDOW SYSTEM WITH EXAMPLES OF CURVED HEADER, HORIZONTAL MULLION & STOREFRONT DOOR • • • • • O O • •• • • • • • • • • • • • • ▪ • . •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • PRODUCT REVISED cnmplying with do Florida 3mldigg Code "'.aepiance No ?xp, . ion Dale By Miarn Dade P o,b,ct C'.n9r9( } ▪ n •a N O A 0O- N-1 Z LL t LL. I ui wU O� r > O y W O —Z n.Z (941)-480-1600 J ROSOWSKI J C/) -J — W W co >- (o 0 ❑ Z H Z 0 cc LI W ce 0 H Cn M CN O awp MD-3500-2-LM ONO CO L- O C\ �aays 6n 1- Z e,0,S O Cn • • • • • • • - • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 6" MAX. 3-7/8" MAX. -y -- 144" MAX. FRAME - HEIGHT 6' MAX 1 (4 SEE O.C. SPACING ON TABLES 5 & 6 1- 6" MAX. 3-7/8" MAX. —� SEE TABLES 7 & 8 FOR MID -PANEL ANCHOR QUANTITY nr SEE TABLES 3 & 4 FOR CLUSTER ANCHOR QUANTITIES 6" MAX. -- SEE TABLES 7 & 8 FOR MID -PANEL ANCHOR QUANTITY SEE TABLES 3& 4 FOR CLUSTER ANCHOR QUANTITIES r SEE TABLES 7 &8FOR • MID -PANEL ANCHOR QUANTITY i SEE TABLES 3&4 FOR CLUSTER ANCHOR QUANTITIES - 1/4" NUT & BOLT. 24" FROM EACH END AND 24' MAX O.C. REINFORCEMENTS SEE TABLE 9 c1J ATTACHED PTAC LOUVER, SEE SEPARATE APPROVAL FOR t 1J� SPECIFICATIONS SEE TABLES 7 & 8 FOR MID -PANEL ANCHOR QUANTITY SEE TABLES 3 & 4 FOR CLUSTER ANCHOR QUANTITIES !N � / 1 FF'/ II rF= I 1 I 1 I 1 1 1 1 _ I iJ _JL _r.)L _J --_ f F3 f 1 f-( f SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES" SEE TABLES 7 &8FOR 3&4FOR .&8FOR 3&4FOR &8FOR MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY NOTES 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL 8E THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. SEE TABLES FOR MAXIMUM ALLOWED SIZES. 3. AWNING WINDOW INSERT SHOWN BUT MAY BE ANY APPROVED PGT WINDOW WITH A FLANGED FRAME. 4. SEE SHEET 4 FOR DAYLIGHT OPENING (DLO) FORMULAS. 5. MULTIPLE INSERTS WITHIN THE SAME STOREFRONT WINDOW ALLOWED. / ATTACHED Ea47 WINDOW. SEE SEPARATE APPROVAL FOR SPECIFICATIONS 6" MAX. SEE TABLES 7 & 8 FOR MID -PANEL ANCHOR QUANTITY 13// , - 6" MAX. _ _ E13,- 1 t SEE O.C. CI. / SPACING 12 (g) ON TABLES 5 & 6 J Hd SEE TABLES SEE TABLES 7 384FOR &8 FOR CLUSTER MID -PANEL ANCHOR ANCHOR QUANTITIES QUANTITY ` KNEEWALL BY i OTHERS = SEE TABLES 3 & 4 FOR CLUSTER ANCHOR QUANTITIES (SPLIT BETWEEN ADJOINING WINDOWS) TYP. ELEVATION OF STOREFRONT WINDOW SYSTEM WITH EXAMPLES OF WINDOW INSERT,•P'l•'A ?ffISRt, • KNEEWALL & ANGLED HEADER • • • • •• ••• •• • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • ' • • • • • • • •• • • •• • • • • • • • • • • • ••• • • • • • • • • • • • 6" MAX. 6" MAX. SEE TABLES 7 & 8 FOR MID -PANEL ANCHOR QUANTITY rptyiug .S' A tlK Florida wilding Code ,:c:{!tunx 1•kr E, pir Date E >— v (7 N t` N o —1 M O _J N Z lOLl L —m M Z O W on > O O -z az (941)-480-1600 1 ) J ROSOWSKI FD i.A.10./(] CO z O a W J W �du J J W 0 2 W 1-- >- 07 0 0 z z 0 Ix LL W cc O H CO CN N M O Iu4 MD-3500-2-LM LW CI CO LL- O laaAI5 1- z ns O O O M 1n allil .,,_,41 A. LYNN MILLER. P.E. P.E 11 58705 • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • TABLE2: -- • Glass DP, (+/-psf) & Maximum Size �GlassDP, (+f psf) & Maximum Size_ ..""- Centerline Width Frame Height DLO Width DLO Height Glass Type "A" Glass Type "B" Glass Type "C" Glass Type "D" Glass Type "E' Glass Type "F" Centerline Width Frame Height DLO Width DLO Haight Glass Type "A" Glass Type 'B" Glass Type "C" Glass Type "D" Glass Typo 'E" 'Glass Type "F.' Glass Types 90.0 80.0 120.0 90,0 80.0 120.0 24' - 20-1/4" 90.0 80.0 120.0 90.0 80.0 120.0 A Lami: 1/4"A,.090' SG, 1/4"A 24" 20-1/4" 90.0 80.0 120.0 30' 26.1/4" 90.0 80.0 120.0 90.0 80.0 120.0 B Lam: 1/4"HS, 090• PVB, 1/4".HS 30" 26.1/4° 90.0 80.0 120.0 36' 32-1/4" 90.0 80.0 120.0 90.0 80.0 120.0 C Lami: 1/VHS. .090" SG. 1/4"HS 36" 32-1/4' 90.0 80.0 120.0 90.0 80.0 120.0 - 120.0 D Lami IG: 1/4"A, .090" SG, 1/4•A, AIRSPACE. 1/4T CAP 42" 38-1/4" 90.0 80.0 120.0 90.0 80.0 120.0 42' 38-1/4' 90.0 80.0 120.0 90.0 80.0 E LemlIG:1/4"HS..090•.PVB, 1/4"MS, AIRSPACE. 1/4"T CAP.: 48• 44-1/4" 90.0 80.0 120.0 90.0 80.0 120.0 48' 90' 441/4" 841/2" 82.3 80.0 120.0 82.3 80.0 120.0 F Li SG, 1/4"HS, AIRSPACE. 1/4"T CAP :6Di ICI" REVISED 5 6C" 56-1/4' 90.0 680.0 120.0 90.0 80.0 120.0 60" 56-1/4" 115.2 115.2 SEE SHEET 15 FOR FULL GLASS DESCRIPTIONS. 7 72" 68-1/4" 90.0 80.0 120.0 90.0 80.0 120.0 72• 68-1/4` '.. 100.0 100.0 owe �$ 64• 48 ' 80-1/4" 42.1/2' 84.5 80.0 120.0 84.5 80.0 120.0 24' 20-1/4" 90.0 80.D 120.0 9D.0 80.0 120.0 TA 1 90" 86-1/4" 82.3 80.0 120.0 82.3 80.0 120.0 30' 26-1/4' 90.0 80.0 120.0 90.0 80.0 120.0 B>' 92" 88-1/4` 81.7 80.0 120.0 81.7 80.0 120.0 36• 32-1/4' 90.0 80.0 120.0 90.0 80,0 120.0 f Mimi Dh ade ad tetr 80.5 80.0 120.0 80.5 800 120.0 42' 38-1/4" 67.9 80.0 120.0 87.9. 80,0 120.0 CENTERLINE CENTERLINE �I -- 96" 1 120.0 120.0 54' 50-1/4" 117.9 117.9 ( J $ ` OSOWSKI CO 10e' 120' 104-1/4' 116-1/4' 120.0 120.0 60" S61/4" 100.0 I 100.0 I 'naL 132' 128.1/4' 100.0 100.0 70' 861/4" 100.0 100.0 FRAME CO 144" 140-1/4' 100.0 100.0 72" 68-1/4" 98.9 98.9 HEIGHT CV 2 3 STOREFRONT WINDOW SYSTEM DETAILS - LM DF 16 a> MD-3500-2-LM 3 38-1/4" 90.0 80.0 120.0 90.0 80.0 120.0 42' 361/4' 86.8 80.0 120.0 86.9 80.0 120.0 / 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 (941)-480-1600 48" 44-1/4" 90.0 80.0 120.0 • 90.0 80.0 120.0 48' 102" 44-1/4" 1/2" _ 120.0 120.0 + -� 50-1/4" 90.0 80.0 120.0 90.0 80.0 120.0 54• 50-1/4` 116.1 116.1 't 54" 80" 56-1/4" 90.0 80.0 120.0 90.0. 80.0 120.0 60• 56-1/4" 100.0 100.0 T !U 70" 84.5 80.0 120.0 84.5 80.0 120.0 70' 66-1/4" 97.9 57.9 FRAME T �^'o+a 72. 60'66-1/4" 60' yq 1/T 62.8 80.0 120.0 82.8 80.0 120.0 24' 20.1/4' 90.0 80.0 120.0 90.0 80.0 120.0 HEIGHT 1-3/4" - � 64' 80-1/4` 119.5 119,5 30' 28-1/4• 90.0 80.0 120.0 90.0 80.0 120.0 -. -.es- DLO WIDTH -e-- ' . ' FRAME 90" 86-1/4" 115.2 115.2 36• 32-1/4' 90.0 80.0 120.0 90.0 80.0 120.0 HEIGHT 92' 88-1/4" 114.0 114.0 42' 108" 38-1/4" 102-1/2' 85.6 80.0 120.0 85.8 80.0 120.0 DLO 96" 92-1/4" 111.7 111.7 48" 44-1/4" 120.0 120.0 HEIGHT b CENTERLINE 102' 96114" 100.0 100.0 54' S0.1/4' 100.0 100.0 HEIGHT 108" 1041/4' 100.0 100.0 60' 56-1/4• 100.0 100.0 120" 116-1/4' 100.0 100.0 24" 20.1/4" 90.0 80.0 120.0 90.0 80.0 120.0 24" 20-1/4" 90.0 80.0 120.0 90.0 80.0 120.0 30" 26-1/4' 90.0 80.0 120.0 90.0 80.0 • 120.0 30" 28-1/4" 90.0 80.0 120.0 90.0 80.0 120 0 36' __,..-• 32.1/4' 90.0 80.0 120.0 90.0 80.0 120.0 36" 32.1/4" 90.0 80.0 120.0 90.0 80.0 120.0 42' f 1114'8' 38-1/4• 108-1/2" 120.0 120.0 120.0 90.0 80.0 1200 48••. a". 441/4" 120.0 120.0 TABLE 2 42" 48" 38-1/4" 44-1/4" 90.0 90.0 80.0 80.0 120,0 90.0 80.0 120.0 54' - .. 50-1/4"' 100.0 ' 100.0r 54• 50-1/4• 85.8 80.0 120.0 85.8 80.0 120.0 60" 56-1/4" 100.0 100-0 I+- FRAME WIDTH �- 60' 72' 56.1/4" 66-1/2' 82.8 80.0 120,0 82.8 80.0 120.0 24' ' 20-1/4" 90.0 80.0 120.0 ' 90.0 80.0 120.0 FRAME WIDTH ,aagS 70' 66-1/4• 120.0 120.0 30' 26-1/4" 90.0 80.0 120.0 90.0 80.0 120.0 1-3/4' -� �- (1) 72' 88-1/4' 120.0 120.0 36' 32-1/4• 90.0 80.0 120.0 60.0 80.0 120.0 1-- 64" same 100.0 - 100.0 42' 120" 38-1/4" 114-1/2' 120.0 120.0 L rH. x Z 90' 86-1/4" 100.0 100.0 48' 44-1/4' 120.0 120.0 a/oas 92' 88-1/4' 100.0 100.0 54" 50-1/4' 100.0 100.0 ' DLO (DAYLIGHT OPENING) FORMULAS: 96' 92-1/4" 100.0 100.0 60• 58.1/4• 100.0 100.0 .' O 24" 20-1/4" 90.0 80.0 120.0 90.0 80.0 120.0 24" 20.1/4" 90.0 60.0 120.0 60.0 80.0 120.0 FRAME WIDTH-.5-1/2" = DLO WIDTH 0 LO 30" 26-1/4" 90.0 80.0 120.0 90.0 80.0 120.0 30' 28.1/4' 90.0 80.0 120.0 90.0 80.0 120.0 FRAME HEIGHT - 5-1/2' = DLO HEIGHT 38" 32-1/4" 90.0 80.0 120.0 90.0 80.0 120.0 38' 32-v4 90.0 80.0 120.0 90.0 80.0 120.0 V) 4T 38-1/4" 90.0 80.0 120.0 90.0 80.0. 120.0 42' 128' 38-1/4" 120.1/Y 120.0 120.0 CENTERLINE WIDTH - 3-3/4" = DLO WIDTH (/) 48" 44-1/4" 87.2 60.0 120.0 87-2 80.0 120.0 48' 441/4" 100.0 100.0 ' CENTERLINE HEIGHT - 3-3/4" = DLO HEIGHT 54" S0-1/4' 82.1 80.0 120.0 82.1 80.0 120.0 54' 50-1/4• 100.0 100.0 alyl ',sal] s . 60" 78' 56-1/4" 72.1/Y 78.5 78.5 120.0 78.5 76.5 120.0 24• 20-1/4" 90.0 80.0 120.0 90.0 80.0 120.0 - CENTERLINE WIDTH-2-1/4"= GLASS WIDTH 70" 66-1/4` 119.4 119.4 30' 261/4• 90.0 80.0 120.0' 90.0 80.0 120.0 CENTERLINE HEIGHT - 2-1/4" = GLASS HEIGHT .. . 72" 661/4" 118.9 118.9 36' 32-1/4' 120.0 120.0 • • • •FR‘MEIVIDTF*- 4" =`LA1,, WIC!+ 84' 80-1/4' 100.0 100.0 42- 132" 361/4 1261/2" 120.0 120i •FR40E40E4l'IT•4' ,LPIGS i•EiGHT 90' 86-1/4' 100.0 100.0 48' 44-1/4' 100.0 1006' • • • • • • • • 92" 88-1/4• 100.0 100.0 54' 5041/4" 100.0 100.0 • • • 9 24' 20-1/4" 90.0 80.0 120.0 90.0 80.0 120.0 24' 20-1/4" 90.0 80.0 120.0 90.0 80.0 120.0 • • • • . • • • • • 30" 26-1/4' 90.0 80.0 120.0 90.0 80.0 120.0 30• 26-1/4" 90.0 80.0 120.0 90.0 80.0 120• • • • • • 9OTEg3 • • • • 36" 32-1/4" 90.0 80.0 120.0 90.0 80.0 120.0 36' 138". -32.1/4" 132-1/2" 120.0 120.0 42" 38-1/4' 90.0 80.0 120.0 90.0 80.0 120.0 42" 38.1/4" 100.0 100.0 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE 1 4e' 84.5 80.0 120.0 134.5 80.0 120.0 48" 44-1/4• 1 100.0 100.0 APPROVAL, (STOREFRONT ENTRANCE DOOR, PTAC LOUVER 54' ea-44-1/4` 50-1/4 781/2„ 79.1 79.1 120.0 79.1 79.1 +20.0 24• 20-1/4" 90.0 80.0 120.0 90.0 60.0 120. • • • • , IP6 WINDOW INSERT) THE LESSER DESIGN PRESSURE ,1 60" 56-1/4' ' 119.5 119.5 30' 26-1/4" 90.0 80.0 120.0 90.0 80.0 120.• • • • VAl-UE OF AM' A•SEIODL'I.OR THE STOREFRONT WINDOW 70" 66.1/4- 100.0 100.0 36. 144' 32-1/4° 138-1/2' 120.0 120O • • • SI LL BE Th. DLtIGR PRESSURE FOR THE ENTIRE 72" 88.1/4" 100.0 100.0 42' 35.1/4' 100.0 1q.0 • • • • S''•••S,,,TEM• • sr80-1/4" • 100.0 100.0 48• 44V4' 100.0 M00.0 •• •• • • • • I. . Dr DAYLICi-'•T OPEFI G ' • • • • • 3. S SHEET 15 FOR DESCRIPTIONS OF GLASS TYPES. A. LYNN MILLER, P.E. P.E.#58705 • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TABLE 3: a Mullion Anchor Cluster Design Pressure at Head/Sill, (+/- psi) stun Thickness: 1/4 •- Mullion Anchor Cluster Design Presage et Head/Sill, (+/- pat) awn -thickness.. 1/4' Aerape Centerline Gra4"A" Anchor Quantity ."Group'8' Anchor Quen0y Gooup-C Anchor Quantity Group ID' Anchor Quantity Group 'E' Anchor Quantity Average Cenimine Forme norur GGroup "A" AWING/Dan/try Group B" Anchor Quantity • G./D.C. Anchor Quantity Group'0" Anchor Qu 9ily Group"E' Anchor Quantity Y✓b01 Ho14 i 4 6 8 4 6 8' 4 6 8 4 6 8 4 6 W Fl 4 6 8 4 6 8 4 6 8 = 4 6 8 4 6 24' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 24' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 120.0 120.0 120.0 120.0 120.0 1200. 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 120 0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 1200 120.0 120.0 1200 1200 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36' 120.0 120.0 1200 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200. AVERAGE CENTERLINE CENTERLINE 36' 47 120.0 120.0 120.0 120.0 1200 1210 1200 120.0 120.0 120.0 1200. 120.0 1200 1200 47 117.4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 123.0 120.0 120.0 120.0 120.0 120.0 + CENTERLINE = WIDTH 1 WIDTH 2 48' ®" ®" EESI®". LED®" 120.0 121.0 1200 1111131EILIIEU 47 90' 107.4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 WIDTH 2 PRODUCT I2E.V(STD < lnel wills the FI01148 54' 1200 120.0 120.0 120.0 120 0 120.0 120.0 1200. 120.0 1200. 120.0 120.0 120.0 120 0 54' 100 0 120.0 120.0 12.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120 0 120.0 rL .•' C uilciin60' 1200. 120.0 120.0 120.0 1200. 1200 120.0 1200. 120.0 120.0 120.0 1200. 120.0 120 0 60' 94.5 120.0 120 0 120 0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 CENTERLINE h ltzncC �{O'� 70' 1200. 120.0 120.0 120.0 120.0 1200. 120.0 120.0 121.0 120.0 120.0 120.0 1200. 120.0 70' 88.4 120.0 120.0 121.0 120.0 120.0 118.2 120.0 120.0 120.0 120.0 '120.0 120.0 1200 WIDTH 2 !_ is �ilat Date M ilfii 77 1200 1200. 120.0 1200. 120.0 1200 120.0 120.0 120.0 121.0 120.0 120.0 120.0 120.0 77 87.5 120.0 120.0 121.0 120.0 120.0 117.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 _J CENTERLINE - 8P 4B" 1200. 1200. 120.0 1200 120.0 1200. 120.0 120.0 120.0 120.0 120.0 120.0 1200. 1200. 24' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1 WIDTH 1 1ly/./ 90' 120.0 120.0 120.0 120.0 1200. 1200. 120.0 120 0 1200. 127.0 1200 120.0 120.0 120.0 30' 120.0 120.0 120.0 1209 121.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200. Munn ►mAR1 (%RMIi'" 97 120.0 120.0 120.0 121.0 120.0 1200. 120.0 1200 12)0 1200. 120.0 120.0 120.0 1200 3E 1185 1200. 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 / 96' 120.0 120.0 120.0 121.0 120.0 121.0 120.0 1200 12).0 1200 200 120.0 120.0 120.0 47 105.5 120.0 1200 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 102' 120.0 120.0 120.0 127.0 1200. 1200 127.0 1200 120.0 120.0 120.0 120.0 120.0 120.0 48' 97-3/4' 96.1 120.0 120.0. 12).0 1200. 1200. 120.0 1200. 120.0 120 0 1200 1200 120.0 1200/ 0 108' 1200. 120.0 1200. 121.0 1200. 1200 120.0 1200. 1200. 120.0 1200. 120.0 120.0 121.0 54 89.0 120.0 120.0 120.0 120.0 12.0 119.1 1200. 121.0 120.0 120.0 120.0 120 0 127.0 Y r' 120' 1200. 1210 127.0 120.0 120.0 1200. 120.0 120.0 1200. 120.0 1200. 120.0 120.0 1200 60' 83.7 120.0 120.0 115.9 120.0 120.0 111.0 120.0 121.0 121.0 120.0 120.0 120.0 120.0 V) ."48 011 137 1200. 121.0 /20.0 120.0 121.0 1200 120.0 1200 1200. 120.0 1200 120.0 121.0 1200. 70' 77.4 116.2 120.0 107.2 120.0 120.0 103.6 120.0 121.0 121.0 121.0 121.0 120.0 120.0 FRAME / N 144' 120.0 120.0 120.0 120.0 12.0 1200. 120.0 1200 1200 120.0 1210 1200. 1210 120.0 77 76.5 114.8 120.0 105.9 120.0 120.0 1023 1200. 120.0 120.0 120.0 120.0 120.0 120.0 HEIGHT 0 01 24' 121.0 121.0 1200. 120.0 1200. 1210 120.0 1200. 121.0 1200. 1200 1200 120.0 1200. 24' 120.0 127.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 /20.0 121.0 120.0 120.0 120.0 / (/) 3 120 0 121.0 120.0 121.0 120.0 120.0 120.0 120.0 1200 120.0 1200. 1200. 120.0 1200 36' 112.5 120.0 120.0 120.0 120.0 120.0 120.0 1200 120.0 1200 1200 120 0 120.0 1200 / CrGJ 47 1200 1210 1200 121.0 1200. 1200 1200 1200 120.0 1200 120.0 1200 120.0 1200 47 100.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120,0 120.0 1200 r M 48'_ 12D.0 IECIMEI 121.0 1113:11101:11iErlIKEIEED®" 1200. IECIIECIIIIEE/1 48' 107 90.9 120.0 120.0 120.0 120.0 120.0 120.0 1210 120.0 120.0 120.0 120.0 120.0 12..0 ? COJ 54' 120.0 120.0 1200. 120.0 120.0 1200 1200 1200 120.0 120012D.0 1200 120.0 1200. 54' 84.0 120.0 1200 116.3 120.0 120.0N2.4 120.0 120.0 120.0 120.0 120.0 121.01 120.0- '8 1 N. 60' a 121.0 120.0 120.0 127.0 120.0 1200 120.0 1200. 1200. 1200. 12).0 120.0 1200. 1200 60' 78.7 118.1 120.0 109.0 121.0 12..0 105.3 120.0 120-0 121.0 120.0 120.0 120.0 120.0 1070 TECHNOLOGY DF N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 (941)-480-1600 ^0•O FRONT WINDOW SYSTEM DETAII )0 n NTS 5 OF 16 E2 MD-3500- 70' 1200. 120.0 120.0 120.0 120.0 120.0 121.0 1200. 1200. 127.0 121.0 12h0 120.0 1200. 70' 725 108.8 127.0 100.4 • 120.0 1200 97.0 1200 120.0 114.7 120.0 120.0 120.0 120.0 77 00, 1200. 1200. 120 0 121.0 120.0 1200. 120 0 1200 1200 120.0 1200 120.0 120.0 127.0 24' 120.0 120.0 1200 120.0 120.0 1200 120.0 120.0 120.0 120.0 1200. 1200 120.0 120.0 / 84. 121.0 120.0 1200. 120.0 120.0 1200. 121.0 120.0 120.0 120.0 1200. 127.0 120.0 1200. 30' 1200 120.0 120.0 120.0 127.0 1200 120.0 120.0 127.0 121.0 121.0 120.0 120.0 120.0 90' 120.0 120.0 1200 120.0 120.0 1200. 120.0 121.0 127.0 121.0 120.0 1200. 120.0 1200. 36' 105.0 120.0 120.0 120.0 120.0 1270 120.0 120.0 120.0 121.0 120.0 120.0 120.0 120.0 SILL SHOWN, HEAD 97 1200. 121.0 121.0 1200 1200 1200 1200 1210 1200. 1200 1200. 120.0 120.0 1200 47 108' 93.1 121.0 120.0 120.0 121.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 SIMILAR, ANCHOR 96' ®•. 1200 1200. ®" ®" IEMIEKEl®" 1200 120.0 11E111031ELINEEI 48' 84.4 121.0 120.0 116.8 120.0 12..0 112.9 121.0 120.0 120.0 121.0 121.0 121.0 120.0 QUANTITY MAY VARY 107 121.0 121.0 120.0 12).0 121.0 120.0 120.0 120.0 121.0 1200. 1200. 120.0 /20.0 120D 54' 77.6 116.7 120.0 107.7 120.3 121.0 104.0 1200 127.0 120.0 120.0 120.0 121.0 120.0 (8 SHOWN) 108' 121.0 120.0 120.0 120.0 1200. 120.0 120.0 120.0 121.0 120.0 /21.0 120.0 120.0 120.0 60' 72.7 109.0 120.0 100.7 1200. 1200. 97.2 120.0 120.0 115.0 120.0 120.0 120.0 120.0 120' 12h.0 1200 1200 1200 120.0 121.0 120.0 1200 1200 1200 1210 1200 121.0 .0 12000 24' 127.0 120.0 120 1200 127.0 1270 1200 10 21 1200 1200 1200 1200 120.0 120044DWINOOW 24' 1210 1200 121.0 120.0 1200 120.0 1200 1200 1270 121.0 120.0 1200 121.0 120.0 30' 114.5 1270 120.0 120.0 121.0 1210 1200 1270 120.0 120.0 120.0 1200 1200 121030' 1200 1200 1200 1200 1200 120.0 120D 1200 120.0 121.0 1200 1200 1200 120.0 36' r.-- 984 1210 1200 1200 1200 1200 1200 1200 1200 1270 1200 1200 120.0 12 076' 12).0 120.0 129.0 1210 1210 120.0 1200 1200 120.0 121.0 120.0 1210 1200 120.0 42' 114' '87.1 1200 120.0 1200 127.0 120.0 116.5 1200 1210 120.0 12).0 120.0 120.0 120.012)0 1210 120.0 121.0 1200 120.0 1200 /210 120.0 1210 1200 1200 1200 1200 48' 7e7 1181 120.0 1090 1200 1200 1053 1200 127.0 121.0 120.0 1200 1210 1200- 48' 1200. 1200 120.0 127.0 120.0 1200. /20.0 1200. 1200 121.0 121.0 120.0 1200. 120.0 . 54' S 724 108.6 120.0 103.3 120.0 120.0 .96.9 120.0 120.0 114.5 120.0 120.0 120.0 120.0 -I --I -- 2-1/4" 54' 121.0 120.0 120.0 127.0 120.0 120.0 120.0 120,0 120.0 1200. 120.0 120.0 120.0 120.0 60' 67.5 101.2 120.093.5 120.0 1200 90.3 120.0 120.0 1007 120.0 1200 112.7 120.0 i 6P 77 120.0 120 0 120.0 1200. 120.0 1200. 120.0 120.0 120.0 1200. 1200. 120.0 1200. 1200. 24' 120.0 120.0 120.0 121.0 121.0 120 0 121.0 121.0 121.0 121.0 120.0 120 0 127.0 1200. 70' 120.0 120.0 1200. 121.0 120.0 (20.0 120.0 1200. 120.0 120.0 1200 121.0 120.0 1200. 30' 108.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1210 127.0 120.0 --'- SEE TABLE 1, SHEET 1 TH. #29: 77 1200. 1270 120.0 1200 120.0 1200. 120.0 1200. 120.0 12/0 120.0 120.0 120.0 127.0 36' 92.6 120.0 120.0 121.0 127.0 127.0 121.0 120.0 120.0 121.0 121.0 127.0 121.0 1200. FOR ANCHOR MIN. O.C. 84' 120.0 120.0 1200. 1200. 120.0 120.0 120.0 121.0 1200. 120.0 120.0 120 0 1200. 1200 47 120" 818 120.0 120.0 113.3 120.0 120.0 109.4 120.0 121.0 120.0 120.0 120.0 121.0 120.0 SPACING, 4" MAX. 9P 1200. 121.0 1210 1200. 120.0 120.0 120.0 120.0 121.0 120.0 120.0 121.0 1200. 121.0 48' 738 110.7 1210 102.2 127.0 120.0 96.8 120.0 120.0 116.8 120.0 120 0 - 120.0 -120.0 92' 120.0 121.0 120.0 121.0 120.0 121.0 120.0 121.0 121.0 120.0 1200. 121.0 121.0 120.0 54' 87.7 1016 120.0 93 8 121.0 120.0 90.6 120 0 120.0 107.1 120.0 120.0 113.1 120.0 M 96' 120.0 120.0 120.0 121.0 120.0 1200. 121.0 1200. 120.0 120.0 120.0 127.0 120.0 1200. 60'• 63.0 94.5 1200. 87.2 120.0 127.0 84.3 1200 120.0 998 1200 1200 105.2 120.0 HEAD&SILL ( _ O w w �% 24' 120.0 121.0 121.0 127.0 120.0 1200 121.0 1200 1200 120.0 120.0 121.0 121.0 1200 24' 120.0 120.0 120.0 120.0 120.0 121.0 120 0 120.0 1200 120.0 1200 127.0 120.0 120.0 ANCHOR PATTERN - ¢ 1- J tin30' 121.0 120.0 120.0 120.0 /20.0 120.0 120.0 120.0 120.0 120.0 120 120 120.0 120.0 30' 102.2 120.0 120.0 120.0 120.0 120.0 120.0 120,0 120.0 120.0 121.0 120.0 120.0 1200 atCDO 36' 120.0 127.0 121.0 /21.0 1210 1200. 1210 .121.0 120.0 12).0 1200 121.0 120.0 121.0 36' 87.5 120.0 120.0 120.0 120.0 1200 117.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 0 Q )- fn 42' 121.0 121.0 1200. 120.0 1200 1200 120 0 .120.0 1200. 120.0 1200. ' 120 0 121.0 121.0 47 . 12, 77.1 115.7 120.0 106.8 120.0 1200 103.2 120.0 12h0 120.0 120.0 120.0 120.0 120.0 1» U) 48'i CIIESIIEDIEELIIEDEEDIEXIEDIECI 1200. 120.0 120.0 1200. • 48' 695 104.2 120.0 962 120.0 120.0 92.9 120.0 121.0 109.9 120.0 1210 116.0 1210 ow/ "sat s ._,as 54' 121200,0 1.0 1200. 121.0 1200 1200 1200. 1200 1200120.0 120021 '120.0 120.0 1.0 54' ' 63.6 95.5 1200 88.1 120.0 1200. 85.1 120.0 120.0 100.6 121.0 120.0 106.2 120.0 60' 78' 118.1 120.0 120.0 120.0 1200. 120.0 120.0 .127.0 1200. 1200. 1270. 120.0 121.0 1200. 24' 118,1 120.0 120.0 120.0 1210 120.0 120.0. 1200 1200 120.0 121.0 121.0 120.0 121.0 70' 113.0 120.0 127.0 1200 1200120.0 120.0 1200. 121.0 1200. 120.0 120.0 120.0 120.0 30' 96.9 120 120.0 120.0 120.0 120.0 120.0 1200. 120.0 120.0 120.0 120 1 0 1220 6 • • _ 77 112.5 120.0 1200. 120.0 1200 1200 120.0 120.0 120.0 120.0 127.0 120.0 121.0 1200 36' 82.9 120.0 1200 114.8 120.0 120.0 110.9 1200. SOO 1b.�•l21.. 121-�10 0. 1220 • • 84' 111.8 /20.0 1200. 1200 1200 121.0 1200. 1700 120.0 1200 127.0 120.0 127.0 120.0 42' ' _1�, 73.0 109.5 120.0 101.0 120.0 120.0 97.6 120.0.127.0 115.4 M127.uf 0 0 04 12Y0 �1 • • ' _ 90' 111.8 120.0 120.0 1200 120.0 1200 1200. 1200 1200. 1200. 1200 200 12i.0 120.0 48' 65.6 98.4 120.0 90.9 120.012..0 87.8 120.0.121.0 103. ' 21.0. 267 Y99.6e 1 • • 9711.8 1200. 120.0 121.0 1200. 120.0 1200. .120.0 1200. 121.0 121.0 1200. 121.0 120.0 54' 600 90.0 120.0 83.1 120.0 120.0 80.3 120.0 1�1Y 94.8120.0.12yp 00.2012/0 Ni tS: of• '.• 24' 1200. 120.0 1200. 120.0 120.0 721.0 120.0 1200 1200 1200. 1200. 1200. 121.0 120.0 24' 1125 120.0 120.0 121.0 12)0 121.0 121.0 1200. 1�00 7�.�, j20.0 �(� 721b 12A) • 30' 120.0 120.0 120.0 120.0 120.0 1200 1200. 1200 1200. 120.0 120.0 120.0 127.0' 121.0 30' 922 120.0 120.0 120.0 120.0 120.0 120.0 120.0.12b.0 1210 1200 120.0 120.0 1200. 1. IF COMBINED WITH ANOTHER 3fi' 120.0 121.0 120.0 127.0 120.0 121.0 127.0 120.0 /20.0 120.0 120.0 120.0 127.0 121.0 36' .138' 78.7 118.1 120.0 109.0 120.0 1200 105.3 120.0 120.0 120.0 127.0 120.0 120.0 1200 ASSEMBLY WITH A SEPARATE 42' 120.0 120.0 120.0 1200 120.0 1210 121.0 1200 120.0 127.0 1200 120.0 1200. 120.0 42' 692 103.13 120.0 95.9 120.0 1200 92.6 120.0 120.0 109.5 120.0 120.0 115.6 1200 APPROVAL, (STOREFRONT ENTRANCE 777 48' 118.1 120.0 1200. 121.0 1200. 121.0 120.0 1200 1200 127.0 121.0 127.0 120.0 121.0 48' 622 93.3 1200. 88.1 120.0 1210 83.2 1200. 120.0 983 127.0 120.0 134.120.0 12).0 • 060 PTAC LOUVER OR WINDOW - 54' 110.5 120.0 1200 120.0 1200. 120.0 1200. 1200120.0 1200. 120.0 120.0 1200 1200 24' 1074 120.0 120.0 120.0 1200 120.0 120.0 120.0.620.61 .2.0 120.0 1?0 11f0.. r120.0 • • Stj.T) THE LESSER DESIGN . 60' 1050 120.0 120.0 12h0 120.0 121.0 120.0 120.0 120.0 120.0 1200 120.0 12).0 120.0 30', 87.9 120.0 1200 120.0 1200 120.0 117.6 120.0 121.0 .20.0 121.0 :120.$ 1206 120.0 • • RE URE VALUE OF ANY ASSEMBLY' 70' 99.2 1200. 120.0 120.0 120.0 1200. 121.0 1200. 1200. 1200. 121.0 120.0 120.0 1200 36' 144' 75.0 112.5 120.0 103.8 1200. 120.0 100.3 1200 •20.0 18.6 7.0.120.11 .120.11 120.E 121.0 R T+IE STOREFRONT WINDOW SHALL ' _ 77 964 120.0 1200. 121.0 1200 1200. 120.0 1200 1200. 120021 120.0 '120.0 120.0 1.0 47 659 98.8 120.0 91.2 1200 120.0 88.1 120, 120.0 1 110.0 .12 • 109! •1200 .. • BE•THE DESIGN PRESSURE FOR THE 84' 96.4 (20D 120.0 120.0 127.0 120.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 48' 59.1 66.6 116.1 81.8 120.0 120.0 79.0 15 ]20.0 74 120.0 1200 98 e• 1200 • ENTIRE SYSTEM. A. LYPNIMILLER. P.E. • • • ••• • • • • • • • • • • • • • • • • • • • • . • • • • • • • • •• •• • • • •• •• • • • • • • • TABLE 4, Mullion Anchor Cluster Design Presstre at Head/Sill,(+1- psf) Shim thickness: 1/2' Mullion Anchor Cluster Design Pressure at Head/Sig, (+1-psi) Shim Thickness_ 1/7 Average Frarre G10 p"A' Quantity Anchors Group "EC Anchor Quantity Croup'C' Quantity AnchorCH4 GrotpD' ' Anchor Quantity Gmup'E' Anchor Quantity Ateage .1ir. Frane Group "A" Anchor Quantity Group 'Er Anchor Quantity Group Anchor Qant6y Glmq'D' Anchor Quantity Group'E' Anchor Qan0ly Centedine Widthght 6 8 4 8 8 4 6 8 4 6 8 4 6 W�h /144991 4 6 8 4 6 8 4 6 8 0 8 8 4 8 24' 120 0 120.0 123.0 120.0 120.0 120.0 12.0 120.0 120.0 12.0 120.0 120.0 120 0 120.0 24' 117.3 120.0 120.0 117.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 12.0 120.0 120.0 12.0 30' 976 120.0 120 0 976 120 0 120.0 120.0 120.0 120.0 120.0 120 0 120 0 120.0 120.0 36' 120.0 120.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 12,0 120.0 120.0 12.0 36' 84.7 120.0 120.0 84.7 120.0 1200 115.9 120.0 1200 1200 120.0 120.0 120.0 120.0 AVERAGE CENTERLINE + CENTERLINE 120.0 120.0 120.0 120.0 120.0 120 1200 12.0 120.0 12,0 120.0 12.0 120.0 121.0 47 75.8 113.6 120.0 756 113.6 120.0 103.6 120.0 120.0 120.0 120.0 120.0 120.0 120.0 CENTERLINE = WIDTH 1 WIDTH 2 PRODUCT REVISED 47 48' 120.0 1200 120.0 120.0 12.0 120.0 1200 120.0 12.0 12.0 12.0 12.0 120,0 120.0 48' 90" 69.3 104.0 121.0 69.3 104.0 120.0 94.8 120.0 120.0 120.0 120.0 120,0 120.0 120.0 WIDTH 2 Z complying with eve Florid 54' 1200 120.0 1200 120.0 1200 12.0 12.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 54 64.5 96.8 120.0 64.5 95.8 120.0 86.3 120.0 120.0 1125 120.0 120.0 120.0 120.0 Building Code /� 120.0 1200. 120.0 120.0 1200 12.0 1200 1200 200 MO 60' 61.0 91.5 12.0 61.0 91.5 120.0 83.4 120.0 120.01A .0 106.3 120.0 120.0 120.0 120.0 CENTERLINE Aeplence No Q./ 06, 60' 1200. 120.0 1200 120.0 120.0 12.0 12.0 12.0 120.0 70' 57.0 85.5 114.1 57.0 85.5 1141 79.0 117.0 120.0 99.4 1200 120.0 120.0 120.0 /r� L WIDTH 2 ll..�� I C`-0":6- Data 70' 120.0 120.0 1200 120.0 120.0 120.0 120.0 120.0 12.0 120.0 120.0 120.0 12.0 120.0 12.0 120.0 12.0 120,0 120.0 12.0 12.0 12.0 12.0 77 58.5 84.7 112.9 56.5 84.7 112.9 77.2 115.9 12.0 98.4 120.0 120.0 12.0 120.0 J CENTERLINE - I �_ 369 „ 12.0 120,0 120.0 120.0 120.0 120.0 120.0 12.0 12.0 120.0 72.0 24' 106.7 120.0 127.0 108.7 121.0 120.0 120.0 120.0 120.120.0.0 120.0 120.0 120.0 1.0 120.0 WIDTH 1 84' 90' 120.0 1200. 120.0 1200 1200 1200 120.0 120.0 12.0 1200. 120.0 120.0 12.0 12.0 12.0 120.0 12.0 30' 88.4 120.0 121.0 88.4 120.0 12.0 120.0 120.0 120.0 120.0 120.0 12.0 120.0 720.0 7...1i007 ads Product 120.0 12.0 120.0 120.0 36' 76.5 114.7 12.0 76.5 114.7 120.0 104.6 120,0 12.0 120.0 120.0 120.0 120.0 120.0 / 97 1200 120.0 120.0 120.0 120.0 120.0 120 120.0 12.0 12.0 120.0 118.7 120.0 120.0 120.0 120.0 98- esinEmEEE 1200. 12.0 12.0 121.0 12.0 12.0 120.0 12.0 127.0 120.0 120.0 47 68.1 102.2 120 0 68.1 102.2 120.0 93.2 120.0 / (0 197 12.0 120.0 120.0 120.0 120.0 12.0 120.0 121.0 12.0 12.0 12.0 127.0 12.0 12.0 49' 97-374' 62.0 93.0 120.0 62.0 93.0 120.0 80.8 120.0 120.0 108.1 120.0 120.0 120.0 120.0 108' 1200 120.0 1200. 12.0 120.0 120.0 1200 120.0 12,0 12.0 12.0 12.0 1200 120.0 54' 57.5 86.2 114.9 57.5 86.2 114.9 76.6 117.9 120.0 100.2 120.0 120.0 120.0 120.0 -^94/ 120.0 120.0 121.0 120.0 120.0 60' 54.0 81.0 108.0 54.0 81.0 108.0 73.9 110.8 12.0 94.1 12.0 120.0 120.0 120.0 f! C% 120' 120.0 120.0 120.0 12 0 12.0 120 -0 120.0 120.0 120.0 102.6 12.0 87.1 120.0 120.0 120.0 120.0 CM 132' 1200. 1200 1200 1200. 1200. 120.0 1200. 1200. 1200. 1200. 1200. 1200. 1200. 12,0 70' 50.0 75.0 103.0 50.0 75.0 100.0 68.4 FRAME CO 121.0 120.0 120.0 1200 12.0 120.0 1200 121.0 12.0 1200 1200 12.0 120.0 12.0 72' 49.4 74.1 96.8 494 74.1 98.8 67.5 101.3 120.0 86.1 120.0 120.0 120.0 120.0 HEIGHT i 0 0 24' 1200 12.0 1200 1200 12.0 12.0 1200 1200 12.0 12.0 12.0 12.0 1200120 24' 1017 120.0 120.0 101.7 120.0 12.0 120.0 120 120.0 120.0 120.0 120.0 120.0 120.0> 36 123.0 12.0 120.0 123.0 120.0 1200. 12.0 1200 12.0 12.0 121.0 12.0 120.0 120.0 30' 84.1 120.0 12.0 84.1 1200 1200 115.1 120.0 120.0 120.0 12.0 120.0 120.0 120.0 / 4'.0 2 ''''Cl38' 1200 12.0 120.0 1200 120.0 721.0 12.0 12.0 120.0 12.0 120.0 121.0 121.0 120.0 36' 72.6 108.9 120.0 72.6 10.9 120.0 913 120.0 120.0 120.0 120.0 120.0 120.0 120.0 . - _1, C 47 12.0 120.0 1200. 12.0 120.0 1200 1200 1200 1200 1200 120.0 1200 1200 12.0 42' 84.5 96.8 120.0 64,5 66.8 120.0 88.3 720.0 120.0 1125 120.0 120.0 120.0 120.0G 48' 120.0 120.0 1200 120.0 120.0 12.0 1200 12.0 120.0 12.0 12.0 12.0 120.0 12.0 48' 107 58.8 88.0 117.3 58.6 88.0 117,3 80.2 120.0 12.0 1022 12.0 120.0 123.0 120.0 -_ W > J 120.0 72.0 12.0 120 0 120 0 12.0 12.0 12.0 120.0 12.0 54' 54.2 87.3 108.4 54.2 81.3 108.4 74.1 111.2 12.0 94.5 12.0 120.0 120.0 120.01 / I \ 1070 TECHNOLOGY DRIB N. VENICE, FL 34275 P.O. BOX 1529 . NOKOMIS, FL 34274 (941)-480-1600 ry 9 :FRONT WINDOW SYSTEM DETAIL C� 54' 60' 12).0 12.D 12.0 120.0 12.0 120.0 120.0 120.0 i2.0 12.0 12.0 12.0 12.0 120 12L0 120 120 12.0 60' 50.9' 76.2 101.7 506 76.2 1017 69.5 1043 120.0 88.6 120.0 720 120.0 120.01 l O.7/ O 70' 12.0 12.0 120.0 120 0 120.0 120.0 120 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 70' 46.8 70.2 93.6 46.8 70.2 93.8 64.0 96.0 120.0 81 6 12.0 120.0 12 0 12.0 / t[0 77 12.0 1200 1200 120.0 12.0 120.0 1200 12.0 1200 12.0 123.0 12.0 12n 0 12.0 24' 95.3 120.0 120.120.0,0 95.3 120.0 120.0 120.0 120.0 120.0 120.0 1.0 120.0 120 0 1200 84' 1200. 1200. 1200. 12.0 120.0 12.0 1200 12.0 121.0 1200. 120.0 1200. 1200. 120.0 30' 78.7 118.0 120.0 78.7 118.0 120.0 107,6 120.0 120.0 120.0 120.0 120.0 120.0 120.0 l 96 1200 120.0 1200. 1200 12.0 12.0 12.0 12.0 12.0 1200. 120.0 120.0 120.0 12.0 36' 67.8 101.7 120.0 67.8 101.7 120.0 92.7 120.0 120.0 118.1 120.0 12.0 12.0 120.0 SILL SHOWN. HEAD 0 97 12.0 120.0 1200. 120.0 120.0 12.0 1200 120.0 1200 1200 12.0 12.0 1200 12.0 47 106' 60.1 90.1 120.0 60.1 90.1 120.0 82.2 120.0 120.0 104.7 120.0 120.0 120.0 120.0 SIMILAR, ANCHOR 2 96" 12.0 12.0 12.0 120.0 120.0 12,0 120.0 120.0 120.0 12.0 1200 127.0 1200 12r0 48' 54.5 81.7 108.9 54.5 81.7 108.9 74.5 111.7 120.0 949 120.0 120.0 120.0 120.0 QUANTITY MAY VARY 12.0 120.0 1200 1200. 1200 12.0 12.0 12.0 12.0 12.0 12),0 12.0 120.0 12.0 54' 50.2 75.3 100.4 50.2 753 1004 88.7 103.0 120.0 87.5 120.0 120.0 121.0 120.0 (8 SHOWN) �N JMG 107 108" 12.0 12.0 120.0 12.0 120.0 123.0 12.0 12.0 12.0 120.0 12.0 120.0 12.0 120 0 60' 46.9 70.0 93.8 46.9 70.4 93.8 64.2 46.2 120.0 81.8 12.0 120.0 12.0 120.0 -/ 120" 12.0 1200. 120.0 1200. 120.0 12.0 1200 12.0 1200 120.0 12.0 120,0 12.0 12.0 24' 89.7 12.0 120.0 -89.7 12.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 I (0 24' 1200. 120.0 120.0 1200. 120.0 12.0 12.0 120.0 120.0 12.0 120.0 120.0 12.0 12.0 30' ' 73.9 110.9 120.0 73.9 110.9 120.0 101.1 120.0 12.0 120.0 120.0 12.0 12.0 120.0 WINDOW WINDOW tt- 120.0 /20 120.0 1200 120.0 12.0 120.0 12.0 1200. 12.0 36 63.5 95.3 121.0 635 95.3 1200 86.9 120.0 120.0 110.7 120.0 120,0 12.0 120.0 11. 36 1200. 12,0 1200. 120.0 120.0 12.0 1200 12.0 127.0 12.0 120.0 120.0 47 114' 56.2 84.3 112.4 56.2 84.3 112.4 76.9 115.3 120,0 960 120.0 120.0 120.0 120.0 'a 1M1 illIMM_ 0 36 42' 112.9 102.5 12.0 120.0 120.0 12.0 1129 1025 120.0 12.0 120.0 120.0 12.0 12.0 12.0 12.0 12.0 123.0 120.0 12,0 48' 50.8 76.2 101.7 50.8 782 101.7 69.5 104.3 120.0 88.6 120.0 12.0 12.0 120.0 co 95.3 120.0 120.0 95.3 1200. 1200. 1200. 12.0 12.0 12.0 1200. 120.0 1200. 12.0 54' 46.7 70.1 93.5 46.7 70.1 93.5 63.9 95.9 120.0 875 120.0 1200 120.0 120.0 1--34- 2-1/4" laayc 46 54' 90.4 12.0 120.0 93.4 120.0 120.0 120.0 12.0 120.0 120.0 12.0 12.0 120.0 12.0 60' 43.6 85.3 87.1 43.6 65.3 87.1 59.6 89.4 119.2 75.9 113.9 120.0 1127 120.0 77 67,1 120.0 1200. 87.1 120.0 12.0 1192 120.0 12.0 12.0 12.0 12.0 1200. 12.0 24' 84.7 120.0 121.0 84.7 12.0 12.0 115.9 120.0 120.0 120.0 12.0 120.0 120.0 120.0 60' 120.0 12.0 115 9 12.0 12.0 120.0 120.0 12.0 127,0 12.0 30' 69.7 104.6 120.0 69.7 104.6 12.0 95.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 -4.- SEE TABLE 1, SHEET 1 6 70' 77 134.13 84.7 12.0 12.0 120.0 12.0 84.8 84.7 12.0 12.0 115.9 120.0 12.0 12.0 120.0 721.0 1200 12.0 38' 59.8 89.7 119.8 598 69.7 119.6 81.8 120.0 120.0 104.2 120.0 12.0 120.0 120.0 FOR ANCHOR MIN. O.C. Z 84.7 12.0 120.0 84.7 12.0 12.0 115.9 12.0 12.0 12.0 12.0 12.0 12.0 121.0 47 120' 52.8 79.2 105.8 528 792 105.6 72.2 108.3 120.0 92.0 120.0 120.0 12.0 120.0 SPACING, 4" MAX. a/o.,- 84' 9/' 84.7 12.0 12.0 84.7 120.0 12,0 1159 12.0 12.0 120.0 120.0 12,0 120.0 12.0 48' 47.7 71.5 95.3 47.7 71.5 95.3 65.2 97.8 12.0 83.1 12.0 120.0 120.0 12.0 �. ' 0 97 84.7 120.0 127.0 84.7 12.0 12.0 1159 12.0 12.0 12.0 12.0 12.0 12.0 12.0 54' 43.7 65.6 87.4 43.7 65.6 87.4 59.8 89.7 119.6 76.2 114.3 120.0 113.1 120.0 98' 847 12.0 12.0 84.7 12.0 120.0 115.912.0 12.0 12.0 12.0 12.0 12.0 12.0 60' 40.7 61.0 81.3 40.7 61.0 81.3 55.6 83.4 111.2 70.9 106.3 120 105.2 120.0 HEAD BSILL Q LLl W (O(= 24' 12.0 120.0 1200 12.0 120.0 1200 121.0 120.0 1200 12.0 12.0 12.0 12 .0 12.0 24' 80.3 12.0 127.0 80.3 120.0 120.0 109.8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 ANCHOR PATTERN IL. K �`�`� J m W (h 116.2 123.0 120.0 1162 12.0 1200 12,0 12.0 120 0 121.0 12.0 120.0 12.0 12.0 30' 65.9 98.9 120.0 65.9 98.9 12.0 90.2 120.0 120.0 114.9 120.0 120.0 120.0 120.0 U < O ( 5 30' 36 101.7 1200 1200 101.7 12A 12.0 1200 1200 12.0 12.0 12.0 12,0 12.0 12.0 36' 565. 84.7 112.9 585 84,7 112.9 77.2 1159. 120.0 96.4 120.0 1200 120.0 120,0 - _ 1 ('n 47 91.7 1200. 1200. 91.7 1200. 1200. 1200. 12.0 1200. 1200. 1200. 12.0 12.0 1200. 47 12" 49.8 74.7 99.6 49.8 74.7 99.6 68.1 102.1 12.0 66.8 12.0 12.0 12.0 12.0 46' e4.7 12.0 1200. 84.7 1200. 12.0 115.9 12.0 12.0 12.0 12.0 12.0 12.0 12.0 48' 44.8 67.3 89.7 44.8 67.3 89.7 61.3 920 120.0 78.2 117.2 12.0 116.0 120.0 4711t 099C 99139S 50' 79.7 119.6 1200. 79.7 119.6 1200 /090 1200. 1200. 1200. 12.0 1200. 12.0 1200. 54' 41.1 81.6 82.1 41.1 61.6 82.1 58.2 84.3 112.3 716 107.4 12.0 106.2 120.0 60' 76.2 114.4 1200 762 1144 12.0 1043 1200 12.0 12.0 12.0 12.0 12.0 12.0 24' 76.2 114.4 120.0 76.2 114.4 12.0 104.3 120.0 12.0 12.0 120.0 12.0 120.0 120.0 , 70' m 109.4 C" '®ESMI IECI®" 12.0 12.0 120 30" 62.6 93.8 120.0 62.8 93.8 12.0 85.6 120.0 120.0 109.0 120.0 120 0 12%0 140 • • • f7 72' 72.6 106.9 12.0 72.6 108.9 12.0 99.3 12.0 12.0 12.0 12.0 12.0 121.0 12.0 36' 53.5 80.3 107.0 53.5 80.3 1070 73.2 109.8 1100 9,D,2.: 1231 00 129.0 • • 72.2 106.3 120.0 72.2 108.3 12.0 98.7 12.0 12.0 12.0 12.0 12.0 123.0 12.0 47 132 47.1 70.6 94.2 47.1 70.6 94.2 64.4 96.6 1812.0 82.1 2.0 'y_ *00 12480 • • 84" 90' 72.2 106.3 12.0 72.2 108.3 12.0 98.7 12.0 12.0 12.0 12.0 12.0 12.0 12.0 48' 42.4 63,5 84.7 42.4 635 84.7 57.9 86.9 *115.9 73.8 10.7.120 1y9.6 12400 • • 97 722 108.3 120.0 72.2 1083 12.0 98.7 12,0 1200 12.0 12.0 12.0 12.0 12.0 54' 38.7 58.1 77.5 387 58.1 77.5 53.0 79.4 1061 67,5. 101.2.12019 1 •0.2.12* • N ?ES: • - - 24' 120.0 127.0 1200 12.0 120.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 1200 12.0 24' 72.6 106.9 120.0 72.6 106.9 120.0 99.3 120.00 •12�.0 126C1 .90.0 *7)1 12S t24� _ 30' 106.1 12.0 12.0 106.1 1200 12.0 12.0 12.0 12.0 12.0 1200 12.0 1200 12.0 30' 59.5 89.3 119.0 59.5 593 119.0 81.4 120.0 120.0 103.7 120.0 120.0 120.0 120.0 1. IF COMBINED WITH ANOTHER 36 92.4 12.0 12.0 92.4 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 36' 138' 50.8 76.2 101.7 50.8 76.2 101.7 68.5 104.3 120.0 88.6 120.0 12.0 12.0 120.0 ASSEMBLY WITH A SEPARATE 47 83.0 120.0 12.0 83.0 1200. 12.0 113.5 12.0 12.0 12.0 1200. 12,0 1200. 12.0 47 44.7 67.0 89.4 44.7 67.0 89.4 61.1 977 120.0 77.9 1168 1200 115.8 12.0 APPROVAL, (STOREFRONT ENTRANCE 48' 76.2 114,4 12.0 76.2 114.4 12.0 104.3 12.0 12.0 1200. 1200. 12.0 1200 12.0 48' 40.1 60.2 80.3 401 60.2 80.3 54.9 82.3 109.8 699 104.9 lip VIp12.0 • DS'O'''••••••R���, PTAC LOUVER OR WINDOW 54' 71.3 107.0 120.0 71.3 107.0 12.0 97.6 12.0 12.0 12.0 12.0 12.0 12.0 12.0 24' 69.3 104.0 12.0 69.3 104.0 12.0 94.8 120.0 �20.0� Pitt% 120.0 •12.% 120.e 120.0 • • S0T) THE LESSER DESIGN 60' 67.8 101.7 120 0 67 8 101 7 120 0 92 7 12.0 120 0 118.1 12.0 12.0 120 0 120 0 30' 56.7 85.1 113.5 56.7 85.1 113.5 77.6 116,4 �20.0 116.9 120.0 . 20.* 12.1 120.0 • • RE SURE VALUE OF ANY ASSEMBLY 70' 64.0 mmm 960 macro 12.0 12.0 111.6 12.0 12.0 �� 36' 144' 48.4 726 96.6 48.4 72.6 96.8 66.2 99.3•.20.0 �4.4 1�10 •2.99 120.00 120.. • • • R y1E STOREFRONT WINDOW SHALL 77 63.5 95.3 12.0 63.5 95.3 120,0 869 120,0 12.0 1107 12.0 120.0 120.0 12.0 47 42,5 63.8 es o 42.5 638 85.0 56.1 87 116.3 it. 111.1 •20.0 109.00 .12.0 • BF•THE DESIGN PRESSURE FOR THE A LVNN MRLtR, P.E. 64' 62.2 93.4 12.0 62.2 93.4 12.0 85.1 12.0 12.0 108.5 12.0 120.0 12.0 120.0 48' 38.1 57.2 76.2 38.1 572 76.2 52.1 7( i1'4.3 If 997 1) 0 986. 120.0 ENTIRE SYSTEM. P.E./158705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •OOO • •• • • • • • • • • • • • • • • • • TABLE 5: - Ja mb Anchor Spacing Shim Thickness= 1/4" p� Jamb Anchor Spacing Y Shim Thickness = 114" Nominal Dm Installed Installed Installed Installed Installed Nominal Dkn. Installed with Installed with Installed: ", wth Installed ' with Installed pith Centerline Width Frame Height with Group "A' Anchors with Group "B' Anchors wah Group 'C' Anchors with Group "Cr Anchors with - Group •B' Anchors Centerline Width Frame Height Group "A Anchors Group 'B' Anchors < Group "C Anchors :ensue 'D. Anchors Group 'E' Anchors 24" 18` 18' 18' 18' 18' 24' 18" 18" 18` 18' 111' 30" 18" 18" 18' 18" 18" 30' 18' 18" 18' 18' 18' 38" 18" 18" 18' le- 18' 38' 18` 18' Ill' 18" 18" 42" 18' 16' 18' 18' 18- 42" 18 1B' 18' 18" 18" YIN/DUCT REVISED 48" 18' 18' Ill` I8' 18' 46' 90" 18' 18" 155/8" 18' 18` as complying with the Florid. Building Code 54" 18` 18" 18' 18' 18' 54' 18' 1B" 155/8" 18' 18' F1n •ID5 60" 18" 18' 18' 16` 18` 60' 15-5/8' 18` 15-5l8` 18 18" . CENTERLINE .4Repibnt'. Bc nalin Data -, 70" 18' Ill' 18' 18' 1B` 70' 15-518" 1B" 13` 18" 18' =FRAME .13/4" WIDTH 1 WIDTH 84" 18" 1:" 18 18'. 24" 1515/B' 18" 13` 18" 18` 5 84" 48, 18` 18" 18' 18' 18' 24' 18` 1B' 18 ill' 18' ' ''• a roduct 1 90" 18" 18" 18' ie. 18" 30' . 18' 18" 18` 18' 18". 92" 18' 18' 18` 1 tR ' 18' 18` 1 18• - 10• I I-.- B6" 16' 18' 18' 1B'r :8' 42 42' 18' .. Ill' 17-1/1/B' 18' 16' FRAME WIDTH —e.--1 , 1 CO 18` 18' 18' 18' 18' 48` 97-34" 18` 18" 17-1/8' 18' 18' Y 1--- 108" 111111ANIIMM 1B' I/ 1C 54' 17-1/8' 18' 145/18' 18" 18" 6" MAX. (1) -,dk M 720' 18' 18 18' 18' - 18' 60' 17-1/8' 18' 145116" 18' 18' _ 1 N 132' 18' 18" 18" 18' 10• 70' 14-5/18- 18' 12-1/4" 18" 18" 1 o CO 144" 18" 18" 18' 18' 18' 72' 14-5/18" 18" 12-1/4" 18" 18' / O 24" 18" 18' 24 ill' 18' 1B" 18" 18' rc O c .400 30" 18' 18' 18' I 18' 30' 18" 18" 1B' 18" 18' OPTIONAL OPTION I 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 li P.O. BOX 1529 NOKOMIS, FL 34274; - , (941)-480-1600 OW SYSTEM DETAILS - LN 36" 18" 18" 16' 18" 18' 33' 18" . 10' 16` 18" 18- TABLE 6, E 42" 18" 18" 18" 18' 18' 42' 18' 18' 18" 19°. 18 SEE MULLION 48" 0 6 18' te" 0 48' - 102' 18'. 18" 15' - 1B" 18" THIS SHEET _ 54" MIL= 16' 18' 16' 18' 54' 18" 18" 15' 18` 18' ,µeG 80" 18" 18` 18' 16` . 18' 60'- - 15' 18' 12-7/8` 18" 18' 0 70" Ill' Ill" 18' - :8' 78' - 70' 15' 18' 12-7/8' 18 18' FRAME -. / 1 LO 72" 80, 18" 18' 18' 18' 18' - 24' 18' 18' 16" 18' I6` HEIGHT 18' 1B' te' 1B' 30' 18" 18° 18" 18' 18' I 90" 90" �� 16" 18' 18` 18` 36' 18" 18` 16" 18` 18" �' 0 92" 18' 18' 18' 18' 18" 42' 108' 113 18` 16 18" 18` / 96" 1B" 18` 18' 18' 18" '48' 18` 18' 16' 18' 18' / uN 102" 18` 18" 18' 18' 18' 54" 18" 18` 13-11/18' 18" 18 �Ma 108" 1B` 18" 18' 18' 18" 60" 78" 18' 13-11/16' 1" 18" 120" 18' 18" 18" 16" 1B' 24' 10• 18` 18' 18' 18` I CO 24" 18' 18" 18' 18' 18' 30' 18' 16" 18' 18' 18" 30" 18` 18" 18" 18' 18• 38' r� 18' 18' 18' 18" 18" i=• 18' 1B` 18' 18` 42' 114" 18' 18'17" 18" 16' 6" MAX. O 36" 18' 48" 77" I8' 14-8/18" 1B' 1a- tEFRONT WIND h 42" 48" 18" 18' 18' 18" 18' 18" 18` 18' _ 18' 18' 54" 1 17" 18' - 14 9116". . 18` 18' _ CENTERLINE laous 54" 18` 18" 15' 18` 18" 60"' 14-9/18" 18' 12-34" - I8" 18" [....- _.....1 WIDTH 60" 72' 18' 18' 15' 18 18' 24' 18" 18" 1B` 1B` 18' 2 2 0) ~ 70" 18" 18" 15' 18' 18' 30' 18" 18' 18' 18' 18' 1. #2! Z 72" 18' 18" 15' 18" 18' 36' 1 16' 18` . 18' 18' 84" 111.13•111111111111111® 18" I 42` 120' 18" 18' 16` 18" 18' _.. _ ..-_ :'1ws 90" 18' 18' 15` 113' 18" 48' 18' 18' 15-7/74" 18' 18- ANCHOR 00 92" 18' 18` t5' 18' 18' 54" 15-7/16" 18' 13-NY 18' 18' - JAMB SPACING lD 98" 16" 1B" 15' 18' 18' 60' 15-7/16` 18' 13-V2' tB' 18' W LO 24" 18' 18" 18' 18' 18` 24' 18" 18" 18' 18" 18` / '' ' / E2 f J mLi_ L Cr? 30" 18' 18" 18" 18' 18' 30' 18" 18' 18' 18" 18` V Q (/) 36" 18` 18` 18` 18' le' 36' ' 18' 18' 18' 18' 18" ~ (n 42" 18` 18" 18' 18' 18' 42' t26' 18" 18" 165116' 18` 18' 48" 18' 18' 16.1/2' 18' 1B' 48" 18" 16' 14-1/4" 18' 78" aN!! 'asap s ue5 54" 18' 18' 16-1/2" 18' 18' 54' 16-5/16" 18" 14-1/4' 18" 78' 60" Ill" 16-1/2" 18" 16-12" 18' ' 18' 24" ' le- 18" 18` 18" 18' • • • • • • ' 72" 16-12' I8' 13-3/16' 18' 18' 36' 18" 16" 18" 18' 18" • • • • • • - 84" 16-12' 19' 13-3/16' 18' 18' 42' 132' 18' 18• 17.1/8' 18' 18` • • • • • • • • • 90" - 16-1/2' 18' 13-3/16' 18' 18` 48'i 17.1/8" 18" 15" 18" 18' • • • • • • • • • •• . • 92" 1812` 18" 13.31/6' 1818 54" 15° 18' 135 /16" 18' 18' • • • • • • • • • 24" 18' 18" 18' 18' . 18' 24" .18" 18' 18' 18' 18" •• • • • • • • • • • • • 30" 18' - -- 16" 18' 18' 18" 30" 18" 18' 16" 18' 18' •• 36" 18' 18' '8' 18' 18" 36' 138' 18" 18" 18' 18` 18` �• ^ 42" 18" 18" ��� 42' 18". 18` 15-314" 18" 18' = ,4 i" �! 4B" 18' 18" 18' 18' 18' 46' 18` 18' 14' 18` 18' •• • • • • • -- 54" B4" 18' 18' 143'8` I8' 18' 24" 18" 18" 18' 18' 18" • • • •• • • • • • • - 60' 18' 18" 14-3/8" 18' 18" 30' 18' /8" 18' 18` 18" • • • • • • • 7B' 18' 18' 14-3/8' 18' 18" 36' 144' 18" 18" 18" 18' 18' • � • • • • • • • 72" 19' 18" 14-3/8" 18' 18" 42' 18" 18' 16-1/2" 18" 18" • • • • •• • • • • •• • 84" 18' 18" 143/8' 18' 19' 48' 16-1/2" 16" 14-11/16" 18" 18 • • • • • A. LYNN MILLER. P.E. • • • P.E.# 59705 • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• •• • •• •• • • • TABLE 6: - - - Jamb Anchor Spacing shim Thickness =1/2` Jamb Anchor Spacing Shan Thickness = 1/2" - Nominal DimInstalled Installed Installed Installed Instated 'Nominal Dim. Installed '-with Installed " with Installed w.111 Installed with Installed wth Centerline W6th Frame Beth' . with Group "A" Anchors • with Group "B" Anchors _ wah _ Group "C' Anchors withwith Group "0" Anchors Group '6' Anchors _ Centerline . Width' • Frame Height Group "A" Anchors Group "B' Anchors Group "C" Anchors Group 'Cr Anchors Group "E" Anchors 24" 18' 19' 18" 18' -. 19" 24" 18' 18' • 18' 16' 18" 30" 18' 18' 18" 18" 18" 30" 18' 18' 18` 181 18' 36" 18. 18" 18" 18" 18' 36' 15-5/8' 15-5/8" 18` 18' 18' 'RODUCT REVISED 42" 18' 18' 18' 18" 18" - 42' 13" 13' 18" 18' 18' as ccmptying with the Florida 48" ---- 18" 18" 18' /8° 18" 48' 90 13" 1 95-5/8" 18" 18" ;uniting Code54" 18" 18" 18" 18` 18' 54 11-1/-1/8' 11-I/1/8" 15.5/B' 18" 18' Amcptancc No «' 050 60• 16" 18" 18" 18' 18' 60 11-1/8" 11.118' 155/B' ._18" 18' CENTERLINE FRAME ion Duo 70" 18" 18' 18" IT 18" 70'" 9-3/4" 93/4' 13" 18' ' 18" =- 1-3/4" WIDTH t WIDTH ��4/' 72" 18' 18" 18" 18" 18' 72' 9-3/4` 9-3/4" 13' 18' 18' Ity 84" 4B" 18'. 18' 18" - 18` 1B` 24' 18' 18' 18" 18" 18' Xhan Dads RroduotC 90" 18' 18' 18' 18" le- 30' 17-118' 17-1/8" 18" - 18' 18" l 92" 18' 18' 18' Ill' 38' 14-5116" 14-5/16". 18' 18" 98' lam- 98" 18' 18" • 18` -1B" /8' 18' 42' 12-1/4" 12-1/4" 17-1/8" 1B' 18" FRAME WIDTH -� 1 - CO 102' 18' 18' 18" 18` 16' 48 97-3/4' 12-1/4' 12-1/4" - 17-1/8' 18" 18' 108' 18'. 18'. ' 18" 18" ' 18" 54' .. . 10.314' 103/4" 145/18" 18' 18' 6" MAX. L 0) _ M 120' 18' . 18" 18` .Ill'. Ills 60' _ 10.314 10-3/4" 145H8' • 17-1/8` 18" T >> 04 132" 18' 18' 18" 18" 18" 70' 9-1/2" 9-112' 12-1/4` 17-I/8" f8' 0 00144' 98'. 18' 18' IT 18' 72' e-1/2' 9-12' 12-1l4' 17-1l0• 18` Tj `t Q 24" 18" 18" 10' 18'. • 1B" 24' 18` 18' 18` 19" 18" / n` O " a1nC 30" 18' 18' 18' - 18' 18" 30' - 18" • 18" 18' 10" 18' - I OPTIONAL / 1070 TECHNOLOGY DRIVE N. VENICE, FL 342.75_ P.O. BOX 1529 NOKOMIS, FL 34274 (941)-480-1600 OW SYSTEM DETAILS - LN OF 16 0= MD-3500-2-L1 36" 16" 16" • 16' 18' 10" 38' 157. 15" 1B' 18" . 18' - TABLE 6, NOTIONAL i. 0 42" 16" 16` t8" 19' . 18` 42. 12.7/8" 12-7/6" 16" 18" 18'_ SEE MULLION -3 48" 16` 16" 16` 18"- 48' 102' 1 -11-1/4" 157 . 18' THIS SHEET 4B - .18' 54' 11-1/4' 11-1/4'. •. 15' 18". 18", - 54" 16' 18' 18" 18" .. 16' . „ M 0 16' 16". ' 18'60" 18" 16" 60' .. - 10'. - .10' . 12-7/8" .18" 18' 70' . 16" 18' 18" 18' /0" .. .. 70° - 9". .. 91 12-7/8' 18" 18' .. .. - 72" . 16' 18' 18" 18' 18• .. -.. 24' 19` - • 18' ' - 18• • • 18" - 18" - FRAME. -HEIGHT . � .. 64" 16' 16' 18' 18" 16° 30' 16" 16` 18' 18" 18- -- / 1 90" 16" 16" 18" 18' 18' 36" 13-11/16" 13-11/16" 18" 18' 18' - / \ 92" 16" te" 18" 18' ID" 42' 108' 13-11/16' 13-11/16" 16" 18" 18' /�/ , 96" 16" 16" 18' 18' 18" 48' 12" 12" 16" 18" 18' 102' 16" 16" 16" 16" 18" 54' 10-11/16" 10.11/16' 13-11/16" 18` 18' _ _ / 108' 16' 16' 18' 16" 18" 60' 9-5/6" 9-5/8' 13-11/16" 10" 18" 120' 16" 16' 18" 15" 18' 24' 18' 18' 16" 18' - 18' 24" 1B" 18" 18" 18' 16" 30' 17' 17' 18" 10" 18" 30" 18" 18` 18' 18" 18 36' 14-9/16" 14-9/16" 18' 18' 18' - - 15" 18' 1B' - 18" - 42' 114' • 12-3/4' 12-3/4' 17" 18' 18' 6' MAX. 38" - - 15" 11-5/16' 11-5/16" 146/16' 18" 18` t 0 CO 42" 15' 15' 18" 1B" Ill" 48' ONT WIN 48" 12" 12" - 18' 1B' 18' 54' 10.3/16' 10.3116" 146116' 18" 18' I CENTERLINE I '' /"u5 54" 12" - ' 12" 15' 18" 18' 60' 9-1/4" - 9-1/4" 12-3/4" - 17' 18' __ ice- _I1 WIDTH (/) 60" 72' 12' . 12" - 15' 18" 18" 24' - - 18' 18'- • 18' . 18"" 18" q I°N 70" •12' 12" 15' • 18" 18' 30' • 18" 18" 1B" 18" 18" 1. I it # Z 72" . - 12" .12" 15' ' 18" ' .18" 36' 13-1/2' 13-12' t •- le" - 18" 18' I , I.1 04° t2' 12 1$' '78" - . 18. - 42' ' 120' ' 12" 12` 18" . 18' 18' ( i/ F aio'S 90" 12' 12' 15' 18' '18' 4B' , 10-13/16" 10-13/18' 15-7/18' 18' ID" JAMB ANCHOR / 92" 12" 12' 15' • --18' 18' 54' 1413118" 70-13116": 13-1/2" 18' 1B' t LL �� / O �\_ CO O 96" 12' 12" 15' 18" 16' 6D" 9.13/16` 9-13/16" 13-1/2' 18' 18' SPACING ` - / L1JJ 24" 18" 18" 18' 18" . 18' - 24' 18" 18` 1B' 18" 18' r r -'1_-._/ M U < 0 - 18' 18" 18. 36" 14-1• /4" 14-1/' ' 18" 18' 18' to 36" 16-1/2" 161/2" 18" 42' 126' 12-11/18" 12-11/16" 168/16" 18" 18' 42" 13-3/16" 133/16" 19' 18' 40" ' 11-3/8' 11-3/8" 14-1/4' 18' 18' a1;11 ',su sauas 40" 54" 13-3/16' 11' 133/16" 11' 18-1/2" 18-12' 18" ' 18" 18" 1B` ' 54' I 10-3/8" 103/8- • 14-1/4' 18" 18' 60" 78• 11" 11" 16-12" • 18" 18" 24" - 18' 18" /8" ID' 18' 70" 11' .11" 133116' 18' 18' 30 17-1/8' 17.1/8' Ill" 18" 18' • • • • • •• • 72" 11" 11" 13-3/16" 16' 18' 36" 15' .15` 18" 18' • 18' • • • • • • • - • • • • 04" 11" 11' 133;16" 18' -18" 42' 132' 12' .. 12' 17-1/8' 18" 18" • • • • • • • • • • 90" 11" 11' - 13.3/16" • 18' ID" - 48' 10-15/16' 10-15/16" 15' 18' 18" • .. • •, • •.. • • • •:, • •10' 92" 11' 11' 13-3/16" . 18' 18" 54` 10' '13,5/16' . 17-1l8" 18' • • • • • • • . • • •• 24" 1B' 18' 18' 18' Ill" 24' .1r 18' - 18" 1a" 19" • • • • • . • •• 30" ID" 18' 18` 18' '1r 30' 15 3/4' . 153/4' 18" 18' 18' / �0 143/8` 14-3/8" 18" 18" 1B" 36' 138' 14' 14" 18" 18" 18" c- 5 I. 42" 143/8" 14-3/8" 18" 18' .10" 42' 12-5/8" 125/8" 15-3/4" 18" 18' t: 46" , 12" 12" • 18" 18" 18' 48' 11-7/16' 11-7/16" 14" 18' 18' - • • • • • • • �,; 54" 84" 12" 12" 14.3/8" . 18' 18" 24• 18' :!8` 1B° 19" 18' • •• • • •• • • • • • •' • • •• , • 60' 10-5/16" , 10-5/16' 14.3/8' 18" 18' 30' 18-1/2' 16-1/2' 18" 18" 18' • • • • • • • • 1 - 70" 10-5/16" 1D-5/16' 14.3/8' 18" 18" 36' 144' 14-11/16'. 14-11/16' Ill" 18" 18' • • • � • • • • • • • • • - -. 72" 10.5/16' 1D5/16' . 14-3/8" . 18' 18" - 42' 12" 12' 18-1/2' 18' 18" •• •• • • •• • • • 84" 10-5/16' 105/16" 14-3/8' 18" 19" 48" 11" 11" 14-11/16` 18' 18` • • • • • • • A. LYNN MILLER, P.E. P.E.N 58705 • • • • • • • • • ••• •• • • • • • • • • • • • • • • • • • - • • •• • • • • • •• •• ••• • • • • • TABLE 7: Mid -Panel Anchor Quantity Shim Thickness = 1/4" ,' Mid -Panel Anchor Quantity Shim Thickness = 1/4' Nominal Dim. Installed Installed Installed Installed .Installed Nominal Dim.-- `Installed - with Inatellsd with ' Installed -.'w6h t .Installed ''. with Installed with Centerline Width Flame Height with Group "A" Anchors with Group'B" Anchors with Group "C Anchors vrith Group "D'. Anchors with Group "E" Anchors Centerline Width Frame Height Group "A" Anchors Droop "B" Anchors Group "C r Anchors! Group "Cr , Anchors Group "E" Anchors 24" 1 1 1 1 1 24" 1 1 1 1 1 30" 1 1 1 1 1 30• 1 1 1 1 1 36' 1 1 1 1 1 36' 1 1 1 1 1 PRODUCT 48" 2 1 2 1 1 48' 2 1 1 2 1 REVISED an complying 48" 2 2 2 2 1 48' 9Cr 2 2 2 2 1 with the Flurida Building Cod: 54"to 3 2 2 2 2 54' 3 2 2 2 2 / A-cceptance t4o �p— 0505. Q 60" 3 2 2 2 2 60" 3 2 2 2 2 ^.v ram 1)aw ' 201 70' 4 3 3 3 3 70" 4 3 3 3 3 /j�/�a��� 72^ 4 3 3 3 3 77 4 3 3 3 3 n� _i Iee , 84" or 5 4 4 4 4 24" 1 1 1 1 1 h!ism Production. 90" 5 4 4 4 4 30' 1 1 96" 5 5 5 5 5 42'. 1 1 1 1 1 CENTERLINE CENTERLINEIDD CENTERLINEDD 96" 5 5 5 5 5 47 2 1 1 1 1 IDTH Mt 1 108' 6 6 6 6 6 54- 3 2 2 2 2 (i) 'mar M 120' 7- 6 6 6 8 60' • 3 2 - 2 2 2 >D N 132' 6 - 7 7 7 7 70" 4 3' 3 3 3 0 M 9 8 8 8 8 72" 4 3 3 3 3 • a in CD 24" 1 1 1 1 - 1. 24" 1 1 1- 1 1 2 0 c ai•�Q 30" - 1 1 1 1 1 30'. 1 1070 TECHNOLOGY DRIVE 'N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 +. (941)-480-1600 )OW SYSTEM DETAILS - LN OF 16 E2 MD-3500-2-LM 36' 1 1 - 1 1 1 36" 1 1 1 - - Ct 42„ 2 1 1 1. 1. 47 2 1 1 1 1 48' 2 2 2 2 1 48' 102° 2 2 2 2 1 Xe 54• 3 2 - 2 - - 2 2 54". 3- . 2 2 - 2 2 / i M c ioid 60• 3 2 2 2 2 60' - 3 2 2 2 2 FRAME n 70" 4 - 3 3 3- 3 - -70' - - 4 3 - 3 3 3- - HEIGHT 72" �„ 4 3 3 3 3 24' - -- -' 1 1 - 1 1 - '" 1 __ 84' S 4 4 4 4 30' / t 1 1 1 90„ 6 4 4 4 4 36' 1 1 1 1 1 92" 6 5 5 5 5 47 108' 2 1 1 1 1 96" 6 5 5 5 5 48' 2 2 2 2 1 102' 7 5 5 5 5 54' 3 2 2 2 2 108• 7 6 6 8 6 60• 3 2 2 2 2 SILL ANCHORAGE 120' 8 6 6 6 8 24• 1 1 1 1 1 SHOWN, HEAD 24" 1 1 1 1 1 30• 1 1 1 1 1 SIMILAR, QUANTITY 30' 1 1 1 1 1 36' , —_{ 1 1 1 1 1 MAY VARY 36" 1 1 1 .1 1 47 514'.... 2- 1 1 1 1 _ ._ 47 2 1 1 1 1 48' 2 2 2 2 1 MaaWi •M—�-- kBLE 7 'OREFRONT WIN CD 48" 2 2 2 2 1 1r 54' 3 2 2 - -. - 2 2 EQ. EQ. EQ. EQ. EQ. EQ: EQ. EO. EQ.II is=vs 54' 3 2 2 2. 2 60'. 3 2 2 2 2 I I I L_J II 1 60" 72" 3 2 2 - 2 2' 24". - • 1 1 r 1 1 1 CORNER _ _.._JI CORNER 70" 4 3 3 3' - 3 . 30• 1- 1 1 1 1 ANCHORS, SEE SEE TABLE 3 OR SEE TABLE 3 OR SEE Z 7ANCHORS, 72'i 4 33 3 3 36' - 1 1 1 1 SHEETS 2& 3 4, SHEETS 5 OR 6 4, SHEETS 5 OR 6 SHEETS 2& 3 8q^ 5 4 4 'a _. 4 47 • 120' 2 1 1 1 1 MID -PANEL MID -PANEL MID -PANEL JF AUTI oioog 8 8 4 5 4- 4' 42' 2 2 2 2 ANCHORS, SEE ANCHORS, SEE ANCHORS, SEE CD 92• 6 5 5 5 5 54• 3 2 2 2 2 TABLE 7, THIS TABLE 7, THIS TABLE 7, THIS Cr g5^ 7 5 5 5 5 80' 3 2 2 2 2 SHEET SHEET SHEET 24' 1 1 1 1 1 24' 1 1 1 1 1 M 30' 1 1 1 1 1 30' 1 1 1 _ 1 1 (n 1 1 1 1 36• 1 1 1 1 _ -.1/4 36^ 1 1 1 1 47 128• 2 2 1 1 1 1 MID -PANEL ANCHOR I— 48' 2 1 48- 2 2 2 2 1 • PATTERN ailL1 osap saua5 48" 54" 2 3 2 2 2 2 2 2 1 2 54„ 3 2 2 2 2 60" 78' 3 2 2 2 2 24" 1 1 1 1 1 70" 4 3 3 3 3 30" 1 1 1 1 1 • • • • • •• 72" 4 3 3 3 _ 3 36' 1 1 1 - 1 1 •• ••• • .• • • • ••• 84" 5 4 - 4 4 4- 47 - 132' 2 1 1 1 1 _ • : • • • • • 90' 6 5 5 4 4 48' 2 2 2 2 1- • • • • ••• • • •. 92' 6 5 5 5 5- 54 3 2 2 2- - - 2 •• • • •_•'• • ••'. - 24' 1 1 1 1 1 24' 1 1 1 1 1 • •• ••- • •• •• - 30' 1 1- 1 1 - L. 30' 1 r 1 1 1 1_ - //^ 36" 1 1 - 1 - 1 1 , 38" 138' 1- 1- 1 1 1 47' 2 1 1 1 1 47 2- 1 1 1 1 -- 48^ 2 2 2 2 1 ' 48• 2 ' 2 . 2 2 1 - - . • •• • • • • 54" 8„ 3 - 2- 2 - 2 , 2 - 24' 1 - 1 1- 1_ 1 • • • • • • • • • . - 60' 3' 2- 2 2 2 30' 1 1 1 1 • • 0- • � • • • •• • 70 4 3 3 - 3 - 3 36" 144' 1 1 1 1 1' • • • • • • NOTlS: • • • ._ ._ • • • 72' 4 3 3 3 ` 3 47 - 2 -- 1' • 1 1 1 • • • •7 • • • • • • .. 84' 5 4 4 4 4 48" 2 2 2 t 2 - 1 • • 1. MID -PANEL At•-1CHORS TO BE EQUALLY SPACED, ,/- 1/2". A. LYNN MILLER, P.E. 000 P.E.0 58705 • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • •�• • •• •• • •• •• ' • ••• • • TABLE 8: Mid -Pa nal Anchor Quantity ShinThickness = 12' Mid -Panel Anchor Quantity Shim Thickness= 772' Nominal Dim Installed Installed Installed Installed Installed Nominal Dm. Installed Installed with Installed with Installed w8h Installed with • Centerline Width Frame Height with Group 'A' Anchors with Group '8" Anchors with Group 'C' Anchors with Group "D" Anchors with Group "E" Anchors Centerline Width Frame Height w8h Group "A' Anchors Group "B' Anchors Group 'C' Anchors Group 'O' Anchors Group 'E' Anchors 24' 1 7 1 1 1 24' 1 1 1 1 30' 1 1 1 1 1 30' 1 1 1 1 1 36' 2 2 2 1 1 36' 2 2 2 1 1 REVISED 42' 2 2 2 2 1 42" 2 2 2 2 1 Pla)UUCT with the Floridss 48' 3 3 2 2 1 48' 90' 3 3 2 2 1 complying Building Code 54' 4 4 3 2 2 54' 4 4 3 2 2 Ib-05b Acceptance No 60' 4 4 3 3 2 80' 4 4 3 3 2 Q Cs ralion Dab"��Y i47 70' 5 6 4 3 3 70' 6 8 4 4 3 6 6 4 3 3 72' 6 6 5 4 3 :tv 'af'`��r 72' 84' 48" 7 7 5 4 4 24' 1 1 1 1 1 '''' Munn • Pradocl Gnttei -" 90' 7 7 8 4 4 30' 1 1 1 1 1 l 8 6 5 5 36' 2 2 2 1 1 CENTERLINE CENTERLINE CENTERLINE 92' 96' 8 8 8 6 6 5 42' 2 2 2 2 1 _ WIDTH WIDTH • WIDTH (.0102" 9 9 8 5 5 48' 973)4' 3 3 2 2 1 Y 1 108" 9 9 7 6 6 54' 4 4 3 2 2 '^a4 M 120" 11 11 8 8 6 80" 4 4 3 3 2 CV 132" 12 12 9 7 7 70" 6 6 4 4 3 0 CO 144" 13 13 10 8 8 72' 6 6 5 4 3 O 24' I 1 1 1 24' 1 1 1 1 1 °�'• Q c elu0 30' 7 1 1 1 1 30' 1 1 1 1 1 1070 TECHNOLOGY DRIVE • N. VENICE, FL 34275 P.O. BOX 1529 • NOKOMIS, FL 34274 (941)-480-1600 IOW SYSTEM DETAILS - LIB OF 16 Li z MD-3500-2-LM 36' 2 2 2 1 1 36" 2 2 2 1 1 re 42' 2 2 2 2 1 42' 2 2 2 2 1 48' 3 3 2 2 1 _ 48' 102., 3 3 2 2 1 TD 54 4 4 3 2 2 59' 4 4 3 2 2 'nOJU 0 4 4 3 3 2 0' 4 4 3 3 2 FRAME 70' 8 6 4 4 3 70' 6 6 4 4 3 HEIGHT 72' 60• 6 6 5 4 3 24' 1 1 1 1 1 84' 8 B 6 5 4 30' 1 1 1 1 1 90' 8 8 6 5 4 X' 2 2 2 1 1 92' 9 9 6 5 5 42' 108" 2 2 2 2 1 96' 9 9 7 5 5 48' 3 3 2 2 1 102" 10 10 7 6 5 54' 4 4 3 2 2 108" 11 11 8 6 6 60' 4 4 3 3 2 SILL ANCHORAGE 120" 12 12 9 7 6 24' 1 1 1 1 1 SHOWN. HEAD 24" 1 7 1 1 30" ' 1 1 1 1 1 SIMILAR, QUANTITY 30' 1 1 1 1 1 36' 2 2 2 1 1 MAY VARY 2 2 2 1 1 42' 114" 2 2 2 2 1 36' 3 3 2 2 1 O Oo 42' 2 2 2 2 1 48' EQ. EQ. EQ. EQ. EO. EQ. EQ. EQ. EQ.II \BLE 8 'OREFRONT WIN 48' 3 3 2 2 1 64' 4 4 3 2 2 I bays 54' 4 4 3 2 2 60" 4 4 3 3 2 L-JI I I I I I I I I I I l___J (.080' 72' 4 4 3 3 2 24' 1 1 t 1 1 CORNER CORNER 70' 6 6 4 4 3 30' 1 1 1 1 1 ANCHORS. SEE SEE TABLE 3 OR SEE TABLE 3 OR ANCHORS, SEE Z 72' 6 8 5 4 3 38' 2 p 2 1 1 SHEETS 2& 3 4, SHEETS 5 OR 6 4, SHEETS 5 OR 6 SHEETS 2& 3 84' 8 B 6 5 4 42' 120" 2 2 2 2 1 MID -PANEL MID -PANEL MID -PANEL L E 1T1 arogS 90' 9 9 7 5 4 46' 3 3 2 2 1 ANCHORS, SEE ANCHORS, SEE ANCHORS. SEE O 92' 9 9 7 6 5 54 4 4 3 2 2 TABLE 8, THIS TABLE 8, THIS TABLE 8, THIS 0 96' 10 10 7 6 5 60' - 4 4 3 3 2 SHEET SHEET SHEET 24' 1 1 I 1 1 24' 1 7 i 1 1 CO 30' 1 1 1 1 1 30' 1 1 1 1 636' 2 1 1 38' 2 2 2 1 1 — (n 2 2 42' 126" 2 2 2 2 1 MID -PANEL ANCHOR 1" 42' 2 2 2 2 1 PATTERN dO, •sse0 sa, DS 48' 3 3 2 2 1 48" 3 3 2 2 1 54' 4 4 3 2 2 54' 4 4 3 2 2 60• 78' 4 4 3 3 2 24' 1 1. 1 1 1 70' 6 6 4 4 3 30' 1 1 1 1 1 • • • •• 72' 6 6 5 4 3 36' 2 2 2 1 1 • : • • 000 . • • • • • 84' 8 8 6 5 4 42' 132" 2 2 2 2 1 • •• • OOOOOO 90' 9 9 7 5 4 48' 3 3 2 2 1 •• • • • • • •• •• • • 92' 10 10 7 6 5 54' 4 4 3 2 2 • • • • •• 24' 1 - .1 1 .1 1 24' 1 1 1 1 1 ••• •• • • • 30' 1 1 1 1 1 30' 1 1 1 1 1 ••• 38' 2 2 2 1 1 36' 138" 2 2 2 1 1 42' 2 2 2 2 1 42' 2 2 2 2 1 48'3 3 2 2 1 48' 3 3 2 2 1 •• • • • " 54' 64' 4 4 3 2 2 24' - '1 1 1 1 1 • • • • • • -• • • • • • • 60" 4 4 3 3 2 30' 1 1 1 1 1 • • • • • • • • •• 70' 6 6 4 .4 3 36' 144" 2 2 2 1 1 • • • NOTRS: • • • • • 72' 6 6 5 4 3 42' 2 2 2 2 1 •• • • • • • • • • • 84' B B 6 5 4 48' 3 3 2 2 1 • • 1. MID -PANEL ANCHORS TO BE EQUALLY SPACED. +1- 112". A. LVNN MILLER, P.E. p.E.tt 58705 000 • • • • • • • • ••• • • • • • • • • • • �• • •• •• •• • • • • • •• •• • •• •• • • •f• • • TABLE 9: Maximum Vertical Mullion Design Pressure, (psi) Maximum Vertical Mullion Design Pressure, (psf) Average Centerline Width Frame HeightRelrtbrcement No Alum. Reinforcement (pan 64) Steel Reinforcement (pert#10) Average Centerline Width Frame Height No Reinforcement Alum. Reinforcement (part 04) Steel Reinforcement (part 610) AVERAGE CENTERLINE + CENTERLINE CENTERLINE = WIDTH 1 WIDTH 2 24' +90/430 +90/-100 +90/-120 24' +90/-90 +90/-100 +90/-120 WIDTH 2 30' +90/-90 *90/.100 +93/-120 30' +90-90 +90/-100 +90-120 36" +901-90 *90•100 +90/-120 36' +90/-90 • +93-100 +90/.120 42- +90/90 +90/-100 +90/-120 42' *90/-90 +00/-100 +90/-120 CENTERLINE CENTERLINE 48' +90/-90 +90/-100 *90/-120 48' 90' +89.4-69.4 +9a-100 +9a-120 _� WIDTH( WIDTH2 ,.1)000T REVISED s complying_ with the Florida 51" *9019D +900 a-1 +9a-12D 54' *liMV•100 *8a-120 /1�uiiJinp Code 60" +90/90 +9a-f00 +901-120 60' +90/-100 +90-120 acceptance No / 70" *90/-90 +90/-100 +9(N-120 70' +90/-100 piratwm Date 11//11 /�/8 72• +9a-100 +93/-120 72' +90/-100 / 84" 4"+90/-90 +90/-90 *90/-100 +93/-120 24' +90/.90 +9a-100 +90/-120 y 90' *90/-90 +90/-100 +901.120 30' +90/-90 +93/-100 +9a•120 // ^1i 1%0,cl 92"+90/-90 *90/-100 +90/-120 38' +90-90 +90/-100 +90I.120 i OPTIONAL � 96" +90/-90 +90/-100 *90/-120 42' +87.9/-87.9 +93-100 +90/-120 —HORIZONTAL 102' +90/-100 +90/-120 48' 97-3/4 +8a-00 +90-100 +9a-120 / MULLION DSOWSKI f0 108• +90/-100 +90/-120 54• +90/-100 +90/-120 .-- - - - — 120' +90/-100 +90/-120 60' +90/-100 .^ab M 132' +90/-100 70' +90/-100 FRAME C`I 144' +90/•100 72' +90-100 HEIGHT / Q CO 24" +90/90 *90/-100 *90/-120 24' +90/90 +9a-100 *90-120 0 3a +90/-90 *90/-100 +90•120 30' +901-90 +9a-100 +901•120 c a/ao 36" +90/-90 +901-100 +93/-120 36' +88.3/-88.3 +90/-100 +90/.120 Ar LOGY DRIVE 34275 34274 f- DETAILS - LA D-3500-2-LM 42" +90/-90 +901-100 +90/-120 42' +77.1/-77.1 +90-100 +90/-120 48" +93/90 +90/-100 +90-120 48' 102' +90/-100 +90/.120 / 54" +90/90 +951-100 +90/-120 54• +90/-100 +90-120 . AU 60" +90/-90 +90/-100 +90/.120 60• +901-100 M_da 70" +90/-90 +913-10e +90/-120 70' +9a-100 72" +90f-90 +9a•100 +90/-120 24' +90/-90 +90/-100 +90/-120 84" +90,'-100 +904120 30' +87.5/-87.5 +90/.100 *90/.120 90" +90'-100 +90/-120 38• +74/-74 +90/-100 +90/-120 92" +90-100 +90/-120 42' 108' +64.5/-64.5 +90/-100 +90/-120 -..._ n J ai . O TABLE 9 STOREFRONT WINDOW SYSTEM SS-3500 NTS „,11 OF 16 X2 MI 96" +9011-100 +90/-120 48" +90/-100 +9a-120 102' +e0/-100 54' +90/-100 108' *90/-100 60 +90/-100 120' +93/-100 24" +90-90 +90/-100 +90/-120 24' +90I90 +90/-100 +90/.120 30' +74.2/-74.2 +90/-100 +90/-120 30" +90/90 +901-100 +90/-120 36" +62.6/.626 +90/-100 +90/-120 36" +90/-90 +90-100 *90/-120 42" 114' +90/-100 +90/--120 42' +9a-90 +90/-100 +90/.120 48' +90/-100 +90-120 ---I 1.521" I-- —.-- 1.125" I+- 48' *90/-90 *90/-100 +90/-120 54" +9a-100 ,— 4 -- - ,) 54' +90-90 +90/-100 +90/-120 60' +90/-100 ?9296 60' 72' +90-90 +90/-100 +90/-120 24• +78.5/-78.5 +90-100 +90/-120 -Ln >',' 70' +901-100 +901-120 30• +83.a-63.4 +90-100 +90/.120 72' +90/-100 +90/-120 36' +53.5/-53.5 +90/-100 +951-120 64. +90/-100 42' 120' +90/.100 +90/-120 90• *90/ 100 48' +90/-100 +9a-120 92' +90/-100 54' +90/-100 4.752" 4.751" 96' *90,100 60' +9a-100 24' +90/90 +901-100 *90/ 24' +67.7/-67.7 +9a-100 *90/-120 y,-120 .18T 30' 9a-so +90/-100 +90/-120 30' +54.6/-54.6 +93/-100 +90-120 36' *gage *90•100 ,® 126•+46,46 +90-100 +9a-120 �i3 42'+90/90 *90/-100 42' +87.1/96.6 +90-118.5 48' +90/90 *90-100 *90/-120 48' +90/.100 ' "3.4 a,/*i .*+Q sa!/aS 54' +90/-90 *90/-100 +90/.120 54' +84/9 .a-- l 60" 78" *90/90 *90/-100 +9a-120 24• +58.8/-58.8 +90/-100 +9a-120 p�l�MSTEEL .: 70" +9a•100 +9a-120 30' *47.a-47.4 *9a-100 +9a-120 O REINFU9MNU6,jJT• 72" +90/-100 +9a•120 36' +87.1/-96.7 +90/-116.4 • ••R4NFVRCLngNT 84" +90/ 100 42. 132' +75.4/-83.8 +e0-100.9 • • • • • • • • • +90,100 48' *80.599.4 • • • • 92' +90/-100 54' +72.6/430.6 • • • • • • • • • • • • • _ 24. *90/90 +90-100 +90/-120 24' +51.4/-51.4 +90-100 +90/-120 - • ,- 30" +90/-90 *90-100 +90/-120 30• +41.4/-41.4 +90/-100 +901-120 36' +90/90 *90/-100 +90/-120 36' 138' +76/-84.4 +90/-101.6 � II 42" +93/-90 *90/-100 +90/-120 42' +79.2/-88 48" +90/90 *90/•100 *90-120 48' +70.1/-77.9 • • • • • • • • • • sr. 04" +90/90 +90r-100 +90-120 24• +45.2/-45.2 +90/-100 • • NOTES: e • • • • • • •+90/-120 I 60^ +90/-100 *90/•120 30' +38.4/Je.4 *79.5/98.3 +90/-106.3 • • • • • • • • • • • WITH SEPARATE APPROVAL, 70' +90/-100 +90/-100 36• 144' +86.7/-74.1 +80.3/-89.3 1. IF COMBINED WITH ANOTHER ASSIMB•Y A • •• ITAQ THE,' '. 72' *90/-100 42' +69.5,77.2 (ST(!2EP49ONTfATRANCL9DOtR, LOUVER OR WINDOW INSERT) • • • • QF 84' +90/100 sr+61 5/98 3 LESSER( DESIGA PRESSURE•JALUE ANY ASSEMBLY OR THE STOREFRONT , A. LYNN MILLER, P.E. WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• EMBEDMENT EDGE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER—Jv ' SUBSTRATE, SEE ,_ TABLE 1, SHEET 1. CONCRETE/CMU PER ANCHOR REQUIREMENT• EXTERIOR DETAIL Al INTO MASONRY r--1 3) 1/2" MAX. SHIM — i -••— EMBEDMENTT EDGE DIST. TYP. ANCHOR TYPE, - EMBEDMENT AND " EDGE DISTANCE PER—• • SUBSTRATE, SEE • TABLE 1, SHEET 1. • CONCRETE/CMU PER ANCHOR — a` REQUIREMENT \ •` 1/2" MAX. SHIM EMBEDMENT EDGE DIST. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 2X WOOD BUCK OR FRAMING 1/2" MAX. SHIM — 40) DETAIL B MULLION REINFORCEMENT #4 OR #10 10 REQUIRED, SEE TABLE 9 \ OPTIONAL LAMI IG GLASS — DAYLIGHT OPENING WIDTH - 1X WOOD ▪ BUCKSTRIP, SEE NOTE 2. THIS SHEET DETAIL A2 THRU IX WOOD INTO MASONRY EXTERIOR \n/ EXTERIOR FRAME WIDTH 1/4' NUT & BOLT, 24" MAX. %— FROM EACH END AND 24" MAX ,t 1 O�C TYP. ANCHOR TYPE, %/ //( jL \ EMBEDMENT AND v/BEAD OPTIONAL EDGE DISTANCE PER i 1I EDGE DIST. -' SUBSTRATE, SEE 1-3/B" 5 TABLE 1, SHEET 1 I IOa / DETAIL C INTO METAL EXTERIOR DETAIL E STOREFRONT WINDOW TO TRANSOM 1/2" MAX. SHIM I-�— \, APPROVED MULLION. ALUMINUM, STEEL FRAMING /FOR STEEL STUD. SEE TABLE / 1, SHEET 1. DADE APPROVED MULLION. FBC COMPLIANT \ ALUMINUM/STEEL FRAMING OR STEEL STUD. \ MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE_ 1. SHEET 1 - - ATTACHED TT STOREFRONT 4 it--- ii DOOR TRANSOM, 't-`-- Ifl SEE SEPARATE 1/4' NUT & BOLT, 24' MAX. ! "" r """ I I APPROVAL FOR FROM TOP OF FRAME.it- SPECIFICATIONS REQUIRED FOR TRANSOM —I I II HEIGHTS OVER 22-1/4" r Ilh (SEE SEPARATE APPROVAL) J. - 1 I �__�-1 - I,I L t J� y EXTERIOR sr'I DETAIL A3 INTO 2X WOOD ■ l • 1- .v:•._ • ••• ''•: • 1070 C/, 0LO I DRIVE •lin! • • " • "a ; Little... ; FI 27'• $1t ECRONT WINDOW SYSTEM DETAILS - LM P, xu,, • 1,0K!N• 1 FL •:!-4 INSTALLATION NOTES: EXTERIOR_ f, ,J✓ 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT. EDGE DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET 1. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR HEAD TYPES ARE ALLOWED. 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE AS REQUIRED BY TABLES 3-8. SHEETS 5-10. ••• M M M • ri • _ • • •__• •_ • • • •�• .I • -•-• II • • �• s.•--'•1• • •••� •• • III •• �� Desuiptlon te: Date. Rcn_,cn ker,.,cn. DETAIL D STOREFRONT WINDOW TO DOOR 1-3/4" 1/4 NUT & BOLT, 24" MAX. FROM EACH END AND 24" MAX O.C. ATTACHED STOREFRONT DOOR, SEE SEPARATE i APPROVAL FOR SPECIFICATIONS PRODiii 7 ILL V mil ornplyrng with�dle Florida L/ ikh p Code Acve; .ante No C Oration Dap A. LYNN MILLER. P.E. CERT. OF AUTH. #20296 P.E # 58705 1-.1ORI iONTAL X-SECTION Drown S. J ROSOWSKI 03/23/16 •-i SS-3500 Stole; t: ' Draw,ng No. NTS / Jr 12 OF 16 I MD-3500-2-LM • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • CONCRETE/CMU PER ANCHOR REQUIREMENT 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. FRAME HEIGHT DETAIL F1 THRU 1X WOOD INTO MASONRY EDGE DISTANCE 1/2" J MAX. EXTERIOR S7_ �rr � DAYLIGHT OPENING HEIGHT / (2 H EXTERIOR (• fJ 1) (31 CONCRETE/CMU PER ANCHOR REQUIREMENT DETAIL H \\ II � EANCHOTYPE, \EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. DETAIL F2 INTO WOOD 2X WOOD BUCKSTRIP OR FRAMING. SEE ANCHOR NOTE 3. SHEET 1 EDGE DISTANCE EMBEDMENT 1/2" MAX. EXTERIOR j1T J 40) JOPTIONAL . 60" MAX. HORIZ. 1)MULL!ON LENGTH r - DETAIL G HORIZ. MULLION OPTIONAL LAMI IG GLASS TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. INTO MASONRJ REQUIRED AT --(.3 EACH ANCHOR LOCATION 1 1/2" MAX. SHIM EMBEDMENT.` • EDGE DIST. U L_r— �\1 / TYP. ANCHOR TYPE. /EMBEDMENT AND 22DGE 1 DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET.1. DETAIL F3 INTO MASONRY . CONCRETE/CMU PER ANCHOR REQUIREMENT EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,". SEE TABLE 1, SHEET 1. \ 1/2" A MAX. 9 )— EXTERIOR Krt FIGURE 1 —REMOVE 1/2" MAX. EXTERIOR L EDGE DISTANCE DETAIL I CURVED HEADER PARTS #5 & 46 MAY ALSO BE USED IF FIELD -MODIFIED AS SHOWN ABOVE. • V EMBEDMENT DETAIL F4 INTO METAL DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. EDGE _ MAY BE VERTICAL OR HORIZONTAL. SEE DISTANCE SUBSTRATE PROPERTIES, TABLE 1, SHEET 1 EMBEDMENT 1/2" _J MAX. jTYP. ANCHOR TYPE,. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE i, SHEET 1. 4" LENGTH ANCHOR 6 CHANNEL AT INSTALLATION ANCHORS. SEE SHEET 1 FOR REQUIRED LOCATIONS 7 ALSO SEE FIGURE 1 BELOW. 46 X 1-5/8" BUGLE -HEAD }SMS. 2-1/2" FROM.EACH END 8 13-1/2" MAX. O.C. • INSTALLATION NOTES: EXTERIOR EDGE DISTANCE EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE L DISTANCE /'ER SUBSTRATE, SEE TABLE 1, SHEET 1. 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET 1. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR HEAD TYPES ARE ALLOWED. 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE AS REQUIRED BY TABLES 3-8, SHEETS 5-10. •• • • • • • •• • • • • • • • •'e7A'h A' • • • • • • • • • • • • • • • —b• • • •• • • • A. LYNN MILLER, P.E. P.E.# 59705 •. ••• • 1070 1SCHP1.)IOGi• DRIVE • /LtiIC�• FL -•'�75 • • • P 13e'L 1'•• • • `tAO 4, FL ., .4 V:101)UCT REVISED complying with the Florida Uoilding Code Acceptance Na /6 .0505 04 Fapira • Dar. <� aDo 13 Dade Erodu,a Co, CERT. OF AU1H. #29296 ' ERTI•CAL X-SECTION •nt do • • S•TUFEF•ttONT WINDOW SYSTEM DETAILS - LM SS-3500 NTS 13 OF 16 Drown ay: J ROSOWSKI Dor: 03/23/16 Dr<,.og No. MD-3500-2-LM R•ev. • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •' • •• •• DETAIL J 1 PTAC INSERT PTAC LOUVER, REFER TO SEPARATE APPROVAL FOR INSTALLATION REQUIREMENTS \ • EXTERIOR ( 3 DETAIL K PTAC INSERT CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4" NUT & BOLT, 24' MAX. FROM EACH END AND 24" MAX O.C. / REFER TO PTAC LOUVER APPROVAL FOR LOUVER INSTALLATION REQUIREMENTS REMOVE GLAZING LEG AS REQUIRED FOR PTAC LOUVER INSTALLATION 1.750' 112" MAX. SHIM f � EMBEDMENT EDGE DIST. �( 1) 1/4" NUT & BOLT, 24" MAX. FROM EACH END AND 24' MAX O.C. REMOVE GLAZING LEG AS REQUIRED FOR PTAC LOUVER INSTALLATION \ 1 j • PTAC LOUVER. REFER TO . / EXTERIOR SEPARATE APPROVAL FOR --. (n�I INSTALLATION REQUIREMENTS \`7 1.750' PTAC LOUVER & WINDOW INSERT NOTES: 1. REFER TO SEPARATE WINDOW APPROVAL FOR ALL WINDOW INSERT REQUIREMENTS AND . INSTALLATION. 2. AWNING WINDOW INSERT SHOWN BUT MAY BE ANY APPROVED PGT WINDOW WITH A FLANGED FRAME. 3. REFER TO PTAC LOUVER APPROVAL FOR ALL PTAC LOUVER REQUIREMENTS AND INSTALLATION. 4. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. INSTALLATION NOTES: 1. USE ONLY SUBSTRATE APPROPRIATE. ANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE AND ' SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET 1. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR HEAD TYPES ARE ALLOWED. 2, ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE AS REQUIRED BY TABLES 3-8, SHEETS 5-10. DETAIL M PTAC INSERT 1/4" NUT & BOLT, 24" MAX. FROM EACH END — AND 24" MAX O.C. DETAIL P • • • • • • WINDOW INSERT • • • •• • • • • 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 1/2" J MAX. EXTERIOR EDGE DISTANCE EMBEDMENT 1.750" DETAIL N WINDOW INSERT PGT FLANGED WINDOW (AWNING SHOWN), REFER TO 7—SEPARATE APPROVAL FOR '�" INSTALLATION REQUIREMENTS 1/4' NUT & BOLT, 24" /J_ MAX. FROM EACH END AND 24" MAX O.C. PGT FLANGED WINDOW — (AWNING SHOWN). REFER TO SEPARATE—. APPROVAL FOR \ INSTALLATION REQUIREMENTS •'• '�=t• •IiL• • ,•, • •__•�Irt •' ST". �-c•T_f••c��"� I • • r-• •, i�: i- •.•• ''l�• •C-•--•�_i'• Pam- '1 • • • • • • RES1OVEFLAZING yG • E •T RIOR •@./INDOWINSERT• •-• • CI_ • • • • • • • •/ • • •• • • • • • • • • DETAIL 0 WINDOW INSERT DETAIL Q WINDOW INSERT PRODUCT REVISED _omplying with the Florida ?:.:.ding Code / o-�eptm:c NoI �O'0 s0-6 PAriraii.1 DN., } N. a 0 N a N OJ O -I ry J Z 05 LL w— O2 I-w CD > O y �z az (941)-480-1600 J ROSOWSKI Aa INSERT DETAILS J co J H w 0 W C/) >- (1) 0 Z Z 0 ce u- W 0 sop A. LYNN MILLER. P.E. P.E.N 58705 CO CO N CO 4J DO J N O O O M 0 JMO CO LL 0 la3vs On 1- Z EII0JS O 0 M cn to • • • • • • • • • • •• ''• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • 9/16" LAMINATED 1/4" ANNEALED GLASS STACK GLASS .090" SGP-_ (422 3/4" GLASS BITE 41 -- qp) (30)- GLASS TYPE A 1/4•' ANNEALED GLASS 1/4" HEAT - STRENGTHENED GLASS ---T• .090" SGP- 3/4" GLASS (41 BITE \_, t `0 ,42 t 9/16" LAMINATED GLASS STACK 1/4" HEAT- , -STRENGTHENED GLASS GLASS TYPE C 9/16" LAMINATED GLASS STACK 1/4" HEAT-' STRENGTHENED GLASS .090" PVB- (42�r-,� 3/4" GLASS BITE (41 (31r GLASS TYPE E 1.3/16" I.G. GLASS STACK 7/16" AIRSPACE 1/4" TEMPERED GLASS \--{46) r• �r 47 ) __ 9/18" LAMINATED 1/4' HEAT- GLASS STACK STRENGTHENED ---_, -- GLASS 1/4" HEAT- .090"PVB ---_ STRENGTHENED /42 • ^ GLASS ~ 3/4" GLASS ( BITE \41�i 40) `�r�r GLASS TYPE B 9/16' LAMINATED GLASS STACK 1/4" ANNEALED GLASS'` .090" SOP- (42� -� 3/4' GLASS (TT BITE 1-3/16" I.G. GLASS STACK 1/16" AIRSPACE 1/4" TEMPERED GLASS '-(40 GLASS TYPE D 9/16" LAMINATED GLASS STACK 1/4" HEAT - STRENGTHENED GLASS .090" SGP- 42 F--,. 3/4" GLASS C41r BITE \ NOTES: 1. GLAZING FOR ALL GLASS TYPES MEETS ASTM E1300 FOR ALL APPROVED SIZES. "PVB" = .090" BUTACITE® PVB INTERLAYER BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. �31r �47J GLASS TYPE F ' a 1-3/16" I.G. GLASS STACK 7/16" AIRSPACE 1/4" TEMPERED GLASS STRUCTURAL POLYISOBUTYLEN WITH DESICCANT INT. GLASS --�i /. -SILICONE 1/4" NOM. / •� EXT. GLASS 36 KODISPACE® 4SG TPS BUTYL g DESICCANT FOAM INT. GLASS ALUMINUM /-REINFORCEMENT 5/16" NOM. -EXT. GLASS 58)DURASEAL® SPACER STRUCTURAL SILICONE FOAM. WITH DESICCANT INT. GLASS • HOT -MELT BUTYL f Y 3/16" NOM. EXT. GLASS *SUPER SPACER" NXTTM POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL INT. GLASS - DESICCANT FILL AREA 5/16" NOM. r- SILICONE SEAL -EXT. GLASS *XL EDGE' SPACER •• • • • • • • '• • •• • • • •• • • ' • • • • OOOOO•. • • • • • OOOOO • • • •• • • • •• • • • •• • ••. • •.• • • . • . • • • • • • . . • • • • • • • • • • • •• • • •• • • • • • • • • •' 4 • • • • ••• 1R000CT REVISED as .nmplring with the Florida Building Code Ansptm,ce too 16 -0505 .o4_ =>,irAtion Da�,� yyS2018 EE O CV OJ M J Z LL to L I- H Z m w • 0 o 00 o Z. a. Z (941)-480-1600 1 I J ROSOWSKI /q GLAZING DETAILS 0'1 •,^ad sep (o M N M O .310,2 MD-3500-2-LM 7NO O LL 0 , dd45 F- Z a•roDs O O lf) co • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 111110 • • • 000 • • ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE EXTERIOR FOR CLARITY, ANCHOR PLATE NOT SHOWN FOR CURVED OR ANGLED HEADERS, CORNERS MAY BE WELDED EXTERIOR 1.993" e{ f- .094" 5.000" -a-I .969" ILI .094" riTh FRAME HEAD, SILL & JAMB �-1 1..000' .125" rr .094" 2.750' 11 r 1.750" 1 .45}44'' r - 4.192" ��- 2.908" 11 I(i) 1.121^ FLAT SNAP COVER 1.653" TABLE 10: 1.121' BEADING A ( 6 1 BEADING B - 4.192' --;GLAZING ADAPTER 2.185" .I .062" - � .969' 4.798" J 1.993" �{ ; L; .094" F .094" ("--8\ ANCHOR �\BENDABLE FRAME 11 CHANNEL LJ HEAD & JAMB Part # Drawing # Description Maierial 1 19501 Franca Head, Jamb 8 Sill 6083-T8 Akan. 2 19502 Glazing Adapter 6063-T6 Alum. 3 19505 Flat Snap Cover 6063T6 Alum. 4 19509 Aluminum Ralnforcernor8 6063-16 Alum. 5 19503 Beading A 6063T6 Alum. 6 19504 Beading B 606346 Alum. 7 19573 Bendable Beading 6063-T6 Alum. 8 19571 Anchor Channel .. 608346 Alum. 9 19572 Bendable Frame Head and Jamb 606346 Alun. 10 19532 Steel Reinforcement A36 Steel 30 1652 Setting Block 3/16" x 7/16' x 4", Duo = 85 */-5 EPDM 31 1704 I0 Setting Block 3/16' x 1-3/32' x 4', Duro = 85 */-5 EPDM 36 • gom80 j K SpSp.e 4SCy7PS Siitcer $ysterri. • See Sheet 15 for Matonak 37 • GS► uanex Ser Waco nX1.141 fa641rtyl• 38 • Guanux Dllaseal • • • • • • • 39 • • • • • • • • • • iardinaEdq Spar • • • • • 40 131•1• Glez•oSiket, 13.4irg, Dqo. = Bi*/-50 • • EPDM 41 61823 Glazing Gasket, Glazing Leg, Duo. = 80 +/•5 Sentoprene 42 Silicone Backbedding: Dow 791, 995, GE7700 50 712X112 812 x 1-1/2" Hex Washer Screw. Assembly Stainless Steel 51 768!6 364.09-5/8" Bugle Read PR *Ow, for Curve• Beading• Stainless Steel • • • • • • • • • • • • • • • • • • • NOTES: • • • • • • • • • • • 1. PARTS 11-29, 32-35, 8 43-49 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. • • • • • • • • 2. SEE SHEET 11 FOR PARTS 4 8 10. i'1.462" �J 1.121' 1--062' -oo f- - BENDABLE BEADING 5.000" -- 1.000' 1.750' } Add OD1'CT REVISED `_mnptging with thec i /reside sled .g .de t4016-Ojos,04 L_aiynila.a� (LE>1S5 (941)-480 1600 J ROSOWSKI BOM & EXTRUSIONS al/!/ tO M N O MD-3500-2-LM 7,NO 00 0 O 1asu5 u) 1- Z o*S ga!laS • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) iPGT_Industries, Inc) 1070 Technology D'rive� North Venice, FL 34275 > SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product.anrrvl Section (In Miami Dade County) and/or the AHJ (inareas other than Miami Dade County) rc§crve:the rigijifto have 'fiFs : • product or material tested for quality assurance purposes. If this product or material fail VI pprforni accepted. • manner, the manufacturer will incur the expense of such testing and the AHJ may imrrie l ately revoke, modify.. or • suspend the use of such product or material within their jurisdiction. RER reserves the riett #o r-evokathis 4accepta2ib ' • if it is determined by Miami -Dade County Product Control Section that this product ot•material ;airs To meet.tla. requirements of the applicable building code. • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy .... This product is approved as described herein, and has"been designed to comply with the F1bri$rd Buildin Ctde, including the High Velocity Hurricane Zone. • • • • • (DESCRIPTION: Series"FD-101" Aluminum French Doors W/wo Sidelites— L.M.Lyj . • . • .• . • APPROVAL DOCUMENT: Drawing No. 11005-1 Rev F, titled "Alum. French Door St Siddlites, htrpvcf, sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. (MISSILE IMPACT RATING: Large.and Small Missile Impact Resistant Limitations: I . Use of Table 1, require full length reinforcements (item #22) for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX door or 0 (sidelite) shall control. 2. All laminated glazing options (glass types, A, B, C, D & E) must have 3/16"HS glass at interior side. 3. 1/4" Elco Ultracon (former Tapcon) to be 4"OC into Conc. and 6" into CMU (jambs). 4. Ix or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. 5. Applicable Egress requirement to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miarni-Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-0528.24 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI-DADE COUNTY APPROVED \``,7\\b NOA No. 16-0629.177 f Expiration Date: October 18, 2017) (--.Approval Date:, July.21, 2016_, Page 1 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS • • 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS /9?f94 2) Large Missile Impact Test per FBC, TAS 201-94 . 3) Cyclic Wind Pressure Loading per FBC, TAS 20` �'4� • Along with marked -up drawings and installation diagram of Aluminum S1tdi�,Blass door(w/ • TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testi g•kalvoratorF, lac., • • Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16 66f07/16 ana'06%20/163 • all signed & sealed by Idalmis Ortega, P.E. • • • •. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 212.94 • 2) Large Missile Impact Test per FBC, TAS 201-9.4.. • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked —up drawings and installation diagram of fixed sidelite (0) w/ insulated laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL- 6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files #12- 0516.02/#11-1013.22) 3. Test report 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 Aluminum outswing doors w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11- 1013.22) C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (5th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. . • •• • • • • • • •• • . • • • . . ••• • • • D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). • Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18, 2017 Approval Date: July 21, 2016 • E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. .... F. STATEMENTS (Submitted under file #15-0528.24) ' • • •• 1. Statement letter of conformance to FBC 2014(5th edition) and letter of troltranciaf interest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P:E"" 2. Lab compliance as part of the above referenced test report. G. OTHER • . .. • • • • • • • • . ...• . • • .... •..• • 1. This NOA revises NOA #15-0528.24, expiring 10/18/17. • • • 2. Test proposal # 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascen, P.V. • . • • .• �shag I. Chanda, P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18, 2017 Approval Date: July 21, 2016 • • .• . E-2 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE15J 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.402) CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. D. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE _ STRENGTHENED GLASS. ,, �... _ _ - E INTERLAYER OFM DUPONTO0) CONSIST NG O O LITE O 33 1 HEAT STR D GLASS, 1/4" AIRSPACE, (1) LITE OF_1/8_' HEAT STRENGTHENED_ GLASS PLUS AN .090 PVBJ MAXIMUM PLUS (1) LITE OF_3/16" HEAT _ LIOF 3/16" TEMPE E RENGTHENED-GLASS.��j 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. CONFIGURATIONS: X, 0, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORTS FTL-4964, 5212 & 6864; ELCO ULTRACON NOA'S:; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. —1 93) 93 STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2010 • AISI-S 100-07/S2-2010 (30;- (73 EXTERIOR 1/8" AN. OR HS. GLASS .090 PVB INTERLAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) 1/2" GLASS BITE i 74 3/16" HS. GLASS 3/8" NOM. GLASS STACK (30} (73) LJ EXTERIOR J f) 1 1/2" GLASS BITE L-1 7941 3/16" AN. OR HS. GLASS .090 PVB INTERLAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) 3/16" HS. GLASS 7/16" NOM. GLASS STACK 3/8" LAMI NOM. 7/16" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE 1 (80-83) (74 EXTERIOR -(91) 1/4" AIRSPACE — • • • 3/36':P.I'3LLFSS• A- �f • i • .0,0 • • RIY;• — R . - • • • • • •1/8" HS. GLASS • • • (DUPI/B INT;PON•litTACIlt) • • •••���1 • • 13/16" NOM. GLASS • ••• • ••• STA K • • ••13�16• L►,f�lYlt(OM. 3 • • •• • .' �L•AZFN4G OP' • �'eOA� 6, NOTE'1 \ NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 GLASS ABBREVIATIONS AN. = ANNEALED HS. = HEAT -STRENGTHENED TP. = TEMPERED t: • 1/2" GLASS BITE (94 3/16" HS. • • GLASS PRODUC f REVISED • 194 Floral ANON N.""" z9•/7 IiiiritairDose OCT/6,2<17 d 'fM0edY1Pr n Ca•td N O 0 s a ps S 0 LO O go 8 gLL U7 0 i 0 at— c 0 IL 0 — v7 -0Z a CERT. OF AUTH..29296 ••• • • • • ••• • • •• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• •• • • • •• •• ••• • •• •• ••• • • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, XX, O, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A B, C, D OR E HEIGHT X WIDTH XX WIDTH 168-,7g 3/4; 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 3° 37 1/2" g° 71 3/4" +75.0 +75.0 - 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 - 75.0 O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A +75.0 =750 +75.0 - 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 - 64.2 36 3/4" +75.0 -75.0 +74.9 - 74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E 36 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 TABLE 2. APPROVED (THE LOWER REINFORCEMENT DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY CONFIGURATIONS: DP FOR OX XO, OXO, XXO, OXX & OXXO THE DOOR OR SIDE LITE PREVAILS.) IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C, D OR E HEIGHT X WIDTH XX WIDTH 68 _ 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 25 1/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 26 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 33 1/2" 54 63 3/4" +43,1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE OWIDTH GLASS TYPES A, B, C, D OR E 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" . +72.4 -72.4 +68.5 =68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: 1. GLASS TYFES:�.J A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS)... y �E. 13/16" LAMI IG (3/16" TP, 1/4"'AIRSPACE, i/8: HS,..090 PVB, 3/16':HS) 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 73 1/2" MAX. OXO WIDTH = 109 1/2" MAX. XXO/OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 1433/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION F4E, S#iEFT ii FQR RE4INFOIWCFJAEN= • DETAIL. • • • • • • • • • • • • • • . • • •• ••• •• • • . •• . • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • PROM REVISED y•••PJYwR with the Flom. basen Code 'V'aM. er Nw S.-042" .1-1 EINnN,,, 0 O 0 A W 3 0) lil 0 z :�U uj - Q 0_ 2 Lu H J Lu 0 0 0 ❑ 2 U z W u- 3 Q LL uL • o e. S. 6 0 0 LL O N v7 0 rLL 0 A. LYNN MILLER. P E. P.E.N 58705 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 73 1/2" MAX. 36 " 11 MAX.3/4 (49 \- X X EI O SEE NOTE 4 OX OR XO 37 1 /2" MAX. A 109 1/2" MAX. ---- - 36 3/4"SEE NOTE 3-� 36 3/4" MAX. — MAX. 49 1103 0 C�1 0 SEE NOTE 4 — 71 3/4" MAX. A A -- S NOTES: X XX.r - 41) 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL. SECTIONS SEE SHEETS 4 AND 5. • • • • • • 3. SIDE LITES OVERLAP 'X' AND'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', 'OX','OXO"XXO', 'OXX' AND'OXXO' CONFIGURAI:ONS: 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). • • • •• • 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH/2-4.079) • • • • • • • • OXO SEE NOTE 4 24 9/16" MAX. DLO (TYP) 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) 143 3/4" MAX. 36 3/4" 36 3/4" —..1 SEE NOTE 3 MAX. "-..-- MAX. 1 , E- 0 \ • "'/ / \\ 103, lE \ \ X ACIV 1 �� \�: \v \\ Ei- / AX INACT \ lE 0 MA (TYf 11 1 SEE NOTE 4 —� 95 3/4" MAX. (TYP.) 84 3/8" MAX. DLO (TYP.) _J G 41 DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH 'X' = DOOR WIDTH -12 15/16" DLO WIDTH'XX' = DOOR WIDTH/2 -11 5/16" •• ••• • • • • • •• SIDE LITE DL1i I;IEIGHT• HEjGII -1: 31" • •• • • DLO WIDTH •Wl 1Tf.-34/8"• • • • •• ••• •• • • • •• —SEE NOTE 4 • • • • • • • • • • • • • • • • • • • • • • 4" .) PROOUCf REVI CO u ca.PM.{ wii Mr Florida Marlin rick Ampule' No 16-e6 CPkWi•lotI72t1-7 !� ^its' Or* ndaet Co.1rui co 0 o� 0 0 60 5 1 8 1— U 0 2 uS w 1- J w 0 0) ots 0 0 0 U Z w w 4Q 10 0 w O In Z A CERT. OF AUTH. #29296 A. LYNN MILLER. P E. P_E.8 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXTERIOR MAX. DLO a 1 (30) [\12) __ jLoL—] INTERIOR MAX. DOOR HEIGHT 1.489 .DOOR SECT..A-A) ,VERTICAL EXTERIOR (60 61 MAX. DLO INTERIOR CLEAR-COLORED SEALANT MAX. SIDE LITE HEIGHT SL SECT. .VERTICA'L (63) SL VIEW G-G CORNER ASSEMBLY • •• • • • • • • • • •• • • • • .• • • • •. . • • •• 64) AT HEAD/JAMB 65) AT SILL/JAMB 162) 62) • ••• • ••• • • • •• •• • • • •• • • • • • •. •• •• •• •• •. •• • • • •• •• •• • . •• • • •• ••• •..• •• . . •• ••. • • waODJCrREVISED Ascomplyimg • 14 .M Fluids hod,* Cede Atnyis.ee Na R-:spkMiw DoffCeolvd l a I R 0 4.O i cc O 8 0 8 Z 0 1- 0 w J 0 .grt A> H 0 a 2 rn w H J w 0 Na 0 0 0 0 Z w cC LL J 0 ..LL O O iL o co Z O $O CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E 0 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • • / / I -/ — (35) (36) (34)N \ MAX. 'XX' WIDTH _ DLo ' 'XX'. SECT. C-C � ( 44 HORIZ. MAX. 'X' WIDTH 461(45) (5� /• � I • •^ (46) (21/ MAX. SL WIDTH 'MAX DLO 'X' SECT. D-D HORIZ. 67\ SPACING, SAME AS Y�// JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) SEE TABLES 1 AND 2 AND DLO NOTES ON SHEETS 1 & 2 (66�(62 SL SECT. 1 E-E NH 62 FOR APPLICABILITY HORIZ. (DOOR W/ SIDE LITE) MAX. DLO MAX. SL WIDTH kc (32 / (20) % INTERIOR EXTERIOR 62) • •• • • •6-: �, • • • • • • • • • • • • • • • • •• • • •• SLS•CT:F••• F • ••• • • • • • HORIZ. (SINGLE SIDE3_I(E);• • ••• • • • • • • :4'150DUC f REVNED t.e.14Y1.{'.M ttte Pend& OugigtinitP..dt AcrrIt.teTeo j(^QI. 7 . r lId.+NDetr_4 140 NSt w'M14 nC,O 0 cn m0 8 fn z 0 1 0 w 0) J H z 0 N 82 0 0 u) w F- J w 0 fn o 0 0 0 0 w fl rc €o U.- 0 h NZ 0 10 A m a 0 0 A. LYNN MILLER, P E. P.E.8 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • ITEM DWG# POT# DESCRIPTION 1 9438 60411 FRAME HEAD 2 1010 60300 WSTP.,Q-LON .190 X.375 HIGH 3 7070 87070K BULB WEATHERSTRIP .187 X .300 HIGH 4 955 7955X FLUSHBOLT STRIKEPLATE 5 938 7938X 2 PT. LOCK STRIKEPLATE 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE <;', SILICONE HOT -MELT BUTYL 7 7832X12FPXP 48-32 X .500 PH. FL. MS - S.S. W/SILICONE PATCH STRUCTURAL 8 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) �� STRUCTURAL SILICONE 3/16" NOM. 9 996 70996 GASKET (BETWEEN HEAD & FRAME JAMB) POLYISOBUTYLEN 1/4" NOM. FOAM 10 952A 6533016 FILLER HEAD ADAPTER WITH 11 11000 611000M OUTSWING THRESHOLD WITH DESICCANT DESICCANT Rev. Dots: Rtnetyp,: Drawn By: F 05/05/16 ADDED SPACERS. J ROSOWSKI Rev. Oats: Rmisfon: Drown Dots: 04/04/12 Dow1pfbn: PARTS LIST ALUM. FRENCH DOOR & SIDE LITES, IMPACT Seriss/Moeel: Seals: Shoot Drawing No. Rev. FD-101 NTS 6 OF 10 11005-1 F 12 1670 671670 WSTP, .350 RD FOAM FILL TSLOT (AMSBURY432011) 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER EXT. GLASS EXT. GLASS-- 14 11001A 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 15 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 16 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 20 915D 60380 FRAME JAMB (OUTSWING) 21 1010 613300 WSTP.,Q-LON .190 X.375 HIGH INT. GLASS INT. GLASS 22 6608 66608M REINFORCEMENT, 1.000 X2750 X 0.650, 6061-T5 23 1140 78X112P5ATS #8 X 1.500 PH SO A T/S KODISPACE SUPER 24 1048 71048 JAMB SCREW COVER CAP 68 (81 25 930 41721N STREE PLATE INSERT 4SG TPS SPACER® NXTTM 26 1118 710X34PFA #10 X.750 PH. FL. SMS 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 30 9100 6910 DOOR PANEL, TOP 8 BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X .825 PH. FL. SMS ALUMINUM 34 913A 60378M TRUSS CLAMP REINFORCEMENT POLYISO- DESICCANT FILL AREA 35 1130 6TRODA 5/16&18 THREADED ROD 36 990 7990NUTA 5/16-18 FLANGED HEX NUT BUTYLENE 5/16" NOM. 37 914A 60379M WEATHERSTRIP CHANNEL 5/16" NOM.-, SEAL 38 7834FPT #8 X.75 PH. FL. TEK BUTYL & SEAL 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) DESICCANT ROLL -FORMED [.l}ILIC0NE 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL FOAM STAINLESS STEEL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) EXT. GLASS 42 1145 76X12FPAW 0/6 X.500 PH FL SMS TYPE BDS • 43 1212 7P3000 SILL DUST PLUG (INACTIVE PNL) EXT. GLASS 44 9838 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 984B 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 48 1213 60203K WSTP.,Q-LON .190 X .200 HIGH \/ 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 8 41708) INT. GLASS INT. GLASS 48 1139 7634F #6 X.750 PH. FL. SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. DURASEAL' XL EDGE' 50 6R180FS RUBBER SLEEVE 3 83 51 930 41721 STRIKE PL. INSERT(INACTIVE PANEL) SPACER SPACER 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL. SMS 54 957 70957X HANDLE STRIKE PLATE - 55 1118 710X34PFA #10 X.750 PH FL. SMS 60 9201) 6920D SIDEUTE HEADER Part# Description Material =�_m." 61 921D 6921 SIDELITE SILL 40 62 918B 60381 SIDEUTE JAMB - 80 Kommeding 4SG TPS Spacer System ci 11 63 1155 7B1P0A #8 X 1.000 QUAD PN. SMS Super Spacer Hot Melt Butyl See this o= 64 998 7998 HEAD GASKETS (STOCKING#70998) 81 Quanex nXTwith Sheet for 65 9997999 SILL GASKETS (STOCKING #70998) 82 Quanex Duraseal Spacer 66 934A 61641M SIDELITE JAMB ADAPTER ••• • • Materials • •• 67 #12 X 1.000 SHEET METAL SCREW • 83 Cardinal Edge Spacer • • • • • • • • • 70 712653K BETIDING BLOCK, 3/37 X 1/4" X 1" W/PSA REFERENCE TEST REPORTS: FTL-6717, 8908.8 8970 • • 71 71267K SETTING BLOCK, 1/16" X 1/2' X 1' W/PSA • • • • "- 72 4222A 64222 BEAD, 7/16" • • • 73 988 6988 BEAD, 3/8" • • • • • • • • • • 92 986 64986 BEAD, INTERIOR 93 1224 61P247 BULB, THICK (USED IN EXTRUDED BEAD) �� • • ��f�' 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT /G.. • 95 GLASS, 318' LAMI - 1/8' A .90 PVB, 3/16" HS • • • • • • • • • • " L U f"' 96 GLASS. 3/8" LAMI - 1/8" HS, .90 PVB, 3/16' HS • • • • • • • • • • 97 GLASS. 7/ 16" LAMI - 3/16" A, .90 PVB, 3/16" HS • • • • • • • • • • • • • . . 98 GLASS, 7/18" LAMI - 3/16' HS, .90 PVB, 3/16' HS • • • • • • • 102 11005A I41106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) ITEMS # 17-19, 28, 29, 56-59, 68, 69, 74-79, 84-91 & 99-101 ARE NOT USED AND ,#R► MOT FORT OF THIS•APPRO4At. • • • • • A. LYNN MILLER, P.E. MILLER 103 OFF -THE SHELF DEAD BOLT LOCK _58705 P.E.# ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • ••• • • --1.750 4.626 4.000 (30) 1.272 .4#89 - 3.000 -1 OUTSWING THRESHOLD 1) 6063-T6 .062 -- DOOR PANEL TOP & BOTTOM RAIL 6063-T5 .050 (1 ' FRAME HEAD k. J 6063-T6 1.750 y 4.726 4.100 DOOR PANEL (31) SIDE RAIL 6063-T5 FILLER HEAD ADAPTER 6063-T6 3.000- .050 - .079 1.479 1.489 6.085 1 500 [.125 4.726 .750 TRUSS CLAMP 6063-T5 um A SL HEADER ) 6063-T6 4.100 (44 L 1.750 -- DOOR PANEL INTERIOR ASTRAGAL 6063-T5 H-.558 .050 3/8" GLAZING BEAD 6063-T5 \� SL SILL 6063-T6 4.675 1.750 --- 4.726 4.100 DOOR PANEL 45I EXTERIOR ASTRAGAL 6063-T5 .683 .050 7/16" GLAZING BEAD 6063-T5 3.000 -1.480- .050 (20) DOOR FRAME, 1 J JAMB 6063-T6 1.578- .890 .050 3.000 SL JAMB 6063-T6 830 {�- •• ••• • • • .050 -if- 1.620 .250 (37 WEATHER STRIP CHANNEL 6063-T5 .125 (32)HINGE 6063-T5 --.172 F.050 .683 1.092 IG GLAZING BEAD (74) 6063-T5 .5°4 �- .360 .055 OUTSWING THRESHOLD 13) CHANNEL COVER • • 6616i'i-T6 • • I• • • • 21980r • • • • . . •• ••• •• • • .050 • i-s-i • • • • • •- aL JAMB • • •1�6; APTEF! • • • 3-T6 • • • • • •• - • �•12• •6�0 • • • 9 • • • (9,1 TIJBI MULL •• _• /%3,f5 1.000 'ROf wC r REVISED le compcompting willthe nod& eifling Cede Accepted. No ka. Zr7,1 ... Expired.. Bete I"Itic It1 MC.e1 Esct xet CMr•ol co 0 C/) 8'O i d CV 0 O 0 0 LL 0 A n 1'o 13 Z 0 g0 A A. LYNN MILLER, P.E. P.E 58705 000 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HEAD ZONE "C"—t / JAMB ZONE "A" JAMB ZONE "A SILL 4 ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD HEAD 1-ZOE E1-- ZONE"F"_tZ ENE w z N / oxo JAMB ZONE "B" I-ZOINE I ZONEILL'F" ZONE SEE TABLE 7., SHT. 9 L._ HEAD HEAD ZONE "D"tZONE D"1 I JAMB ZONE "A" HEAD ZONE "E"—t f o ZONELD" I SILZONEL"D"' 1 ZONEL"E" SEE TABLE 4., SHT. 9 SEE TABLE 5., SHT. 9 1—ZOHEAD HEAD NE "D" ZONE E" I JAMB ZONE "A" XO OR OX JAMB ZONE "B" ZONEL1 D" ZONEL"E"1 SEE TABLE 6 , SHT. 9 HEAD HEAD HEAD HEAD HEAD HEAD HEAD ZONE ZONE ZONE ZONE "D"ZONE "F"� „" „„ ZONE "F"ZONE "F" JAMB ZONE "A" } I / / XXO OR � \ OXX 1 JAMB ZONE "B" { I SILL^ I SILLr"_ SILL ZONE { SEE TABLE 7., SHT. 9 JAMB ZONE "B" = MINIMUM JAMB ANCHOR LOCATION. - = ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3-7 ON SHEET 9. EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS SILL I SILL SILL EACH JAMB AND 2+5+5+2 = (14) SILL ZONE 1 ZONE "F" tCNE•"r• • Z N"• E • IYPE 1 OR 2 ANCHORS AT HEAD "E" • • • •E • • ‘NreAT.SILL. SEE TABLE 7• SHT. 9 • • • • • • • • EXAMPLE OF ANCHORAGE FOR A ?1.3/4" f $3_•3}4"'7UC' GOOK, • • • += ANCHOR LOCATION FOR WITH 19" x 83 3/4" SIDE LITES (6GE SOLVIION 4-RIMF;1!: : • • • EXAMPLE ABOVE NOTES: 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 6" MIN. O.C. FOR CMU): SEE EXAMPLE•O)C(O_T�NCHOFiLAYGIIT•ABOVE.• • • JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. • • • • � HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. • • • • • • • • • • HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. ••• •• • • • • • • • •• 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. • • • • • /RODUC r REVISED as cs•plyi.S with tee Flmi6 Ib.ndi.p fad. Accoptatme No I6-6425.1-� EwersAss Dote IA/gill e��ala`e� c.nnwi � 0 e o 8 8 8 18 1- Q a 2 v) w 1- J w 0 In 088 LL 0 0 0 0 z w LI Q LL go O_ LL ffiO co �z Su. rn ik O 0 U A. LYNN MILLER, P.E. P E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • ••• • • • • • • • • • •• •• TABLE 3. X DOORS TABLE 4. XX DOORS TABLE 5: O SIDE LITE TABLE 6. XO & OX TABLE 7.OXO, XXO, OXX APPRO` APPROVED ANCHOR TYPES { `� PRoOUC r mina! '(ALSO X DOOR OF XO & OX) & OXXO 1. 1/4" ELCO TAPCONS a•tendril.-s••1-•._,.- GLASS TYPES A, B, C. D, E GLASS TYPES A, B. C, D, E GLASS TYPES A, B, C, D. E GLASS TYPES A, B, C, D, E GLASS TYPES A, B, C, D, E ANCHOR TYPE & SUBSTRATE 2.3, WOOD 1,2. CONC ANCHOR TYPE & SUBSTRA1E 2,3, WOOD 1,2, CONC ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC ANCHOR TYPE & SUBSTRATE 2.3, WOOD 1,2, CONC 2. 1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS 'X' - 25.50 X- JAMB"A" X - HEAD/SILL "C" X-HEAD/SILL"F" (USE W I TABLE 7.) X- JAMB"A" X - HEAD/SILL "C" X - HEAD/SILL "F" (USE W / TABLE 7.) - 47.75 XX - HEAD/SILL 'MUSE I' ALSO Wl TABLE 6.) XX- HEAD/SILL "F' (USE W 1 TABLE 7.) XX- JAMB"A" XX HEAD/SILL "MUSE ALSO Wl TABLE 6.) XX - HEAD/SILL "F' [(USE W / TABLE 7.) "0" - 10.75 0- JAMB "B" 0 - HEAD/SILL "E" 10 - HEAD/SILL "E" "X" - 25.50 1O- JAMB "B" 0 - HEAD51 LL "E" X - HEAD/SILL "D" X -JAMB "A" O- JAMB"B" 0 - HEAD/SILL "E" X - HEAD/SILL "D" X -JAMB "A" "X" - 25.50 10 - JAMB "B" 10 - HEAD/SILL "E" X,XX - HEAD/SILL "F' 10 - HEAD/SILL "E" IX,XX - HEAD/SILL "F" 3. #12 SCREWS (G5) TO 37.50 TO 71.75 m TO 36.75 inTO TO 37.50 TO 37.50 "X)C 4775 71.75 m 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE ANCHORAGE Description: ANCHOR QUANTITY LOAD ZONE TABLES Title: ALUM. FRENCH DOOR & SIDE LITES, IMPACT Dr Series/Model: Scale: Sheetowirp No. Rev. FD-101 NTS 9 OF 10 11005-1 co CO WIDTH x HT. WIDTH x HT. K WIDTH x HT. a O SIDE LfTE WIDTH x HT. SIDE LITE WIDTH x HT. a p SOLUTION ON SHEET 8. 25.50 x 79.75 5 2 7 4 2 3 47.75 x 79.75 4 3 6 4 2 3 ,10.75 x 79.75 ' 4 1 4 1, 10.75 x 79.75 4 2 ITI 4 2 I TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTH 10.75 x 79.75 4 2 eSE ANCHOR+QUI4NTITIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH 4 2 • • USE ANCHOR QIANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 1 4 1 83.75 4 2 4 2 83.75 4 2 4 2 87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 1 4 1 87.75 4 2 4 2 87.75 4 2 4 2 4 1 4 1 91.75 4 2 4 2 91.75 4 2 4 2 91.75 5 2 7 4 2 3 91.75 5 4 7 4 2 3 91.75 95.75 6 2 7 4 2 3 95.75 5 4 7 4 2 3 95.75 4 1 4 1 95.75 4 2 4 2 95.75 4 2 4 2 27.50 x 79.75 5 2 2 7 4 2 3 51.75 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 79.75 4 2 4 2 12.75 x 79.75 4 2 4 2 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 2 4 2 83.75 4 2 4 2 87.75 4 2 4 2 87.75 4 2 4 2 87.75 4 2 4 2 87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 91.75 6 2 7 4 2 5 91.75 5 4 7 4 2 3 91.75 4 2 4 2 91.75 4 2 4 2 91.75 4 2 4 2 95.75 6 2 7 4 2 5 95.75 6 4 7 4 3 5 95.75 4 2 4 2 95.75 4 2 4 2 95.75 4 2 4 2 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.75 4 3 4 2 19.00 x 79.75 4 3 4 2 29.50 x 79.75 5 2 8 4 2 3 55.75 x 79.75 5 4 i 83.75 5 2 8 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 1 4 2 83.75 4 3 4 2 83.75 4 3 4 2 87.75 6 2 8 4 2 5 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 3 4 2 87.75 4 3 4 2 91.75 6 2 8 4 2 5 91.75 6 4 7 4 3 5 91.75 4 2 4 2 91.75 4 3 4 2 91.75 4 3 4 2 95.75 6 2 8 4 2 5 95.75 6 4 8 4 3 5 95.75 4 2 4 2 95.75 4 3 4 2 95.75 4 3 4 2 31.50 79.75 5 2 8 4 2 3 59.75 x 79.75 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.75 4 3 4 2 21.75 x 79.75 4 3 4 2 x 83.75 6 2 8 4 2 5 83.75 5 5 8 4 2 3 83.75 4 2 4 2 83.75 4 3 4 2 83.75 4 3 4 2 87.75 6 2 8 4 2 5 87.75 6 5 8 4 3 5 87.75 4 2 4 2 87.75 4 3 4 2 87.75 4 3 4 2 91.75 6 2 8 4 2 5 91.75 6 5 8 4 3 5 91.75 5 2 4 2 91.75 5 3 4 2 91.75 5 1 31 3 4 2 95.75 7 2 10 4 2 5 95.75 6 5 8 4 3 5 95.75 5 2 4 2 95.75 5 3 4 2 95.75 5 3 4 2 33.50 x 79.75 6 3 8 4 3 3 63.75 x 79.75 5 5 8 4 2 3 27.75 x 79.75 5 2 4 2 27.75 x 79.75 5 3 4 2 27.75 x 79.75 5 3 4 2 83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 5 2 4 2 83.75 5 3 4 2 83.75 5 3 4 2 87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 5 2 4 2 87.75 5 3 4 2 87.75 5 3 4 2 91.75 7 3 10 4 3 5 91.75 6 5 8 4 3 5 91.75 6 2 4 2 91.75 3 4 3 91.75 6 3 4 3 95,75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 6 2 4 2 95.75 _6 6 3 4 3 95.75 6 3 4 3 35.50 x 79.75 6 3 8 4 3 5 67.75 x 79.75 6 5 8 4 3 5 36.13 x 79.75 6 3 4 3 36.13 x 79.75 6 4 4 3 36.13 x 79,75 6 4 4 3 83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 6 3 4 3 83.75 6 4 4 3 0•• •• 98315 •' 41 • z •• 87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 7 3 4 3 87.75 7 5 4 3 w :87.35 �S J , 91.75 7 3 10 4 3 5 91.75 7 6 10 4 3 5 91.75 7 3 4 3 91.75 7 5 4 3 0•• ••�91..5 9 15 �• 4 r-1 95.75 7 3 10 4 3 5. 95.75 7 6 10 4 3 5 95.75 7 3 4 3 95.75 7 5 4 3 U 1 •• •95.7% 07 51 4; • 1 _ 37.50, x 79.75 6 3 8 4 3. 5. 71.75 x 79.75 6 5 8 4 3 5 36.75 x 79.75 6 3 4 3 36.75 x 79.75 6 4 4 3 < 36.75 x 79.75 6 4 4 3 83.75 6 3 8 4 3 5 83.75 6 5 9 4 3� 5 83.75 6 3 4 3 83.75 6 4 4 3 ea 83.75 6 4 4 3 7 lam• ",f l� 87.75 7 3 10 4 3 5 87.75 6 5 9 4 3 5 87.75 7 3 4 3 87.75 7 5 4 3 O••• 87� P 7 45• 4 30 • b'iS 91.75 7 3 10 4 3 5 91.75 7 6 10 4 1 3 5 91.75 7 3 3 91.75 7 5 4 3 0 • 91.75 3 5: 4: •4 • s • 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 7 3 4 3 95.75 7 5 4 4, •M •• • 95••75 •7 • • 5• •-_ 111 30 • • • • • • • • • • • • A. LYNN MILLER, P.E. RE # 58705 • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • • • • 1 3/8" MIN. ` ES' 1 3/8" MIN. '•''CC•:!IC 3.4 KSI MIN. 1 3/4" '3.4 KSI MIN. CONC. } CONC. ' 2X WOOD BUCK, NOTE 2 MIN. E.D._.� r_ v� 2X WOOD BUCK, NOTE 2 � 1 3/ 14" - DOOR SILL (WOOD) DOOR SILL (CONC)� SIDE LITE SILL (WOOD) MIN. E.D. 1 3/8" TYPE 1 • 1 3/4" TYPE 2 CONC. EXT, WOOD ANCHOR, ANCHOR NOTE 1 TYPE 2 OR 3, I I �` " +� 1 1/4" TYPE 1 OR 2 (CMU) NOTE 1 �� {DOOR HEAD,(CONC)_I 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 77 1 3/4" TYPE 2 (CONC) 1 /4" MAX. -I�-� —F 1/4" MAX. SHIM 1 3/4" MIN. E.D. 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. DOOR JAMB (CONC)j SIDE - WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 1/4" MAX. EXT. SHIM WOOD ANCHOR TYPE 2 CONC. ANCHOR, /FOR 3, NOTE 1 NOTE 1 1X WOOD EXT.I I, \`/- BUCK, NOTE 2"\ 7 1 /4" MAX. SHIM CONC. ANCHOR, NOTE 1 NOTE 3 [1 /4" MAX. 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 LITE JAMB (WOOD) EXT_ CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1/4" MAX. SHIM-1 1 '' 1- 1 3/4" MIN. E.D. • 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) • 1.5KSIMIN.CMUOR � I " I M ' ..' '.. 1. 1 3/4"MIN.3.4KSE.D.IN. CONC. 1X WOOD BUCK, NOTE 2 J EXT_ ;SIDE'LITE-JAMB(CONC)>\ 2X WOOD BUCK. NOTE 2 L 1 3/8" MIN. EXT. 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1 /4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" 1/4" MAX. SHIM MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT. 1X WOOD BUCK, NOTE 2 1 3/4" 1 3/4" I MIN E.D. MIN E.D. EXT. 2X WOOD BUCK, NOTE 2 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM 3.4 KSI MIN. CONC. , 1X WOOD BUCK, NOTE 2 1 3/8"I MIN. -1/4" MAX. SHIM SHIM DOOR JAMB (WOOD) EXT. 1 3/4" 1 3/4" MIN. E.D. ....MIN. E_0..:.�i~.. 1 3/8" TYPE 1 1 3/4" TYPE 2 EXT. 1 /4" MAX. SHIM .1. 3/8" TYPE 1 { 3/4" TYPE 2 {`SIDE LI,TrSILL (OONC $ _ •• _•••_ • • • • • .: 1.` FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEI ED 1 3/8' IIf.ii1•'PL• 1)•OF•1/4• S64 ,CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INDA-L$TI1iNSUSP.• • #12 SCREWS, G5 (TYPE 3) OR ELCO.1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2).— •—" •� •" •"- • • • •' • • 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO•StLIDteliCREEI E OR CMU.•WCODOUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (4406641 MIN.), (pONf•l)A,OTHERW • MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD 1p SUBSTRATL•. IPSUBCTRATE46 • • • WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AI.yTHORIV HAVINt J=IRISI,IICTIQN.• • e � • • •• •• • •• • • • • • • • • • • • • 1 /4" MAX. SHIM CONC. ANCHOR, NOTE 1 NOTES: i 1iODUC P REVISRD , coaplyhg *Jill Ow Florida hording Cods Aceepuace No 16 -6 62'8 . l Elpleadoo Dale II3cv U 2D 1 Mt ar Pr1 • -'•t; Carnal Y In 0 6O E CC O • 0 8 8 rc (n J H w w O €S 8< 15. • iO A 0 1L 1 O N z O II 8 rn 0 A. LYNN MILLER. P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • •