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DATE:• PERMIT NUN:, 1: Ohs PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SCANNED (772) 462-1553 BY St. Luca Count APPLICATION FOR REPLACEMENT OF y WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1. LOCATIONISITE ADDRESS: 10 o(i 0 Cam r. r2 2. PARCEL ID NUMBER: 14'50 a �' Qq 1703'l 0126 3 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: OVA. �I(.�4.�n,�an a ���-; .� -!-+� ;.' Y' rn � � ) • ©1 4. TYPE OF STRUCTURE: SIR MOBILE HOME OTHER 5. OWNERS INFORMATION Name: k 6l—VV1l" -A �bajA C'�W &0'r\ Address: 1UQ4g( , • 000-11 1r . City: 4Msty\ (lpric�,ln _ _ State: f Zip: P- 50hone• •2 6. CONTRACTOR'S INFORMATION FL Reg/Cert #: C6 C WC ' �`LI S CountyCert #: 122539 Business Name: a gst cac Kon 'r Gn 1 j vkc - Phone Number: a �1 Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # 120 mph 30 mph 40 mph Windows & Skylights Exposure B ' SJr (z (p -7v Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size -- C- Size I * 7. VALUE OF CONSTRUCTION: $ .� 0 , `/`(I. ®� FEES DUE: RECEIPT: owNEws AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating consypetion and zoning. Sc LA'4L" PRINT QUALIFIEROwNERSNRMSIGNATFOF QUALIFIERIOWNER STATE OF FLORIDA, COUNTY OF 5b, I "C -'- ACKNOWLEDGED BEF ME THIS J DAY OF A," .20� BY SCa4-V 4IUA;-hA- WHO I ERSONALLY KNOWN TO R WHO HAS PRODUCED AS IDENTIFICATION. FYV1 ern r o of }sue' 6 ' `TE OF FLORIDA ATUREOFNOTARY TYPEORPRINTNAMEO• ARSC Krj;;: 'Oman Commission # EE032999 TITLE: NOTARY PUBLIC COMMISSIONNUMBER T, 07, 2014 NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT fy.rl�ffift ff ' 1T''�-" FAYING ST. LUCIE COUNTY Vinyl Siding 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 [] Attach'2 copies of the KOA or Florida approval with details to the product being used. INSTRUCTIONS . Please complete all information in the space provided. All information -must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, Doors & Overhead doors to be used for only those activities that are not otherwise included under a primary building permit. This application for Permit may not be used -for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors & Overhead doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION SITE ADDRESS: ................................................ 2. PARCEL ID NUMBER........................................................ 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ 4. OWNERS INFORMATION: ................................................. 5. CONTRACTORS INFORMATION: .................................... 6. VALUE OF CONSTRUCTION :........................................... Indicate the street address, or general location, of the property on which the building activity is taking place. Indicate the Property Tax Identification Number for the property on which the building activity is taking place. Briefly describe the building activity under permit application. Indicate the name and address of the owner of the property on which the product is to be installed. Indicate the State of Florida (if applicable) and St. Lucie County contractors registration numbers, and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted .for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections maybe made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 INSPECTION CARD Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-2172 Fax: (772) 462-6443 Online address: hftp://www.stiucieco.org/planning/permifting.htm Quick Links Permit Status Lookup Online Building Inspection System Permit #: SLC- 1201-0194 Confirmation #: 695 Status ISS Issued: 01/19/2012 Type: Storm Shutter Job Location: 10044 S OCEAN DR 507 City: JENSEN BEACH Jurisdiction: St. Lucie County Parcel: 4502-804-0039-000/3 Subdiv: SEA WINDS Lot: Block: Flood: Elev: Flood Map: Setbacks Left: Right: Front: Rear: Job Description: INSTALLATION OF 7 ACCORDIONS AND 1 ROLL SHUTTER -FOR A CONDO UNIT #507 Contractor HEISSENBERG MICHAEL P EXPERT SHUTTER SERVICES INC (772) 871-1915 1626 SW BILTMORE ST PORT ST LUCIE, FL 34984 Property Owner JEREMIAH F GENDRON (772) 229-5019 10044 S OCEAN DRIVE JENSEN BEACH, FL 34957 Property Owner JOAN A GENDRON ( ) - 10044 S OCEAN DRIVE JENSEN BEACH, FL 34957 SUB -PERMITS Permit # Status PT Cert # DBA Owner / Builder Job Description Inspection Notes: For the automated inspection system call (772)462-1261. To schedule an inspection online go to http://airs.slcfl.vetrol.com/AIRSweb.php. All inspections requested prior to 9:00 PM will be scheduled for the next business day. Inspection requests between 9:00 PM Friday and 9:00 PM Monday will be scheduled for the following Tuesday. If you require any assistance, please contact the Building Department at (772) 462-2172. Permit # Type Code Description Priority Date Sched. Res Description Inspector Date Insp. 1201-0194 172 Hurricane Panels (shut 1 1201-0194 600 Product Certification 1 1201-0194 999 Final Inspection 1 Permit Nur 1201-0194 j AFTER RECORDING -RETURN TO: JOSEPH E. SMITl : ,)F THE t F!E CIRCUIT COURT � SAINT LUC!E COI.'., FILE## 26455,351,1'1 0:2011 at 1():25,M,7 OR BOOK 333s P,",GE 696 - 696 Doc Tyre: NC ftEC )RDING: $10 00 i PERMIT NUMBER: NOTICE OF COMMENCEMLIv Y - - - The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: q,'U..-? O y 0 t139 n 0 n3 TRACT LOT BLDG UNIT • 2. GENERAL DESCRIPTION OF IMPROVEMENT: j nsioj i -24 "dA' ann t aAA2 d coYS 3. OWNER INFORMATION: a. Name,.)e.Vf M; a nt1 'BOA n 6en/Iion b. Address I OOy y 'S , OCoig n r . I# 5 0-7, .i -n Se-.-) llmdj. 'fit- :j'l 6) S-1 c. interest in property d. Name and address of fee simple titleholder (if other than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: - - a�- 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) , 20 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I SECTION 713.13, FLORIDA STATUTES, AND CAN. RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR 'q-C "`" GZ-- Signature of Owner or Print Name and Provide Signatory's Title/Office Owner's Authorized Officer/Director/Partner/Manager State off! County of The foregoing instrument was acknowl ged before me this.— day of Z K8 bit 20 By l�' L�tS��-3 , as (Name of person) _ (Type of authority... e.g. Owner, officer, trustee, attorney in fact) (Name of party on behalf of whom instrument was executed) Personally Known_ or pro ced thefollowing WARREN 0 WHOM. Notary Public Connecticut. My Commission Expires May 31, 2d15 _ (Printed Name of Notary Public) (Signature of Notary Public) ('seal) Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and belief (section 92.525, Florida Statutes). Signature(s) of Owner(s) orOwner(s)' Authorized Officer/Director/Partner/Manager who signed above: By; 0 4",&� By cl�/2ei�1 �F�h Rev. 08/30/20 6T. ing) QUALITY CONTROL HOWARD J. MILLER, P.E., INC. LICENSED SPECIAL Specialists in CONSULTING ENGINEERS INSPECTOR OF Construction Inspection 3850 N.W. Boca Raton Boulevard • Suite #1 THRESHOLD BUILDINGS Condominium Boca Raton, Florida 33431-5848 Residential (561) 392-2326 • FAX (561) 392-2912 Commercial E-mail: millerengineers®aol.com Steven D.Young, P.E. Industrial C.A.: 3358 President FILh COFY July 17, 2012 St. Lucie County Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue Ft. Pierce, Florida 34982-5652 Attn: Mr. Ken Arnold, Building Official RE: SEA WINDS CONDOMINIUM 10044 SOUTH OCEAN DRIVE JENSEN BEACH, FLORIDA 34957 PERNUT # SLC-1202-0115 SLIDING GLASS DOOR (a, UNIT 507 Gentlemen: Our firm performed visual inspections of the sliding glass door installation at Unit 507 at the referenced project. I hereby certify that the work was performed in compliance with the filed documentation and the Florida Building Code, to the best of my knowledge. D [EO[Eo WE 1- rmy cc: Restoration Technology \cert.sw\fma1door.507.7-17-12 I/ D >M BALCONY A B U LLU CONDO Page 1 of 2 Jeremiah Gendron Restoration 10044 South Ocean Drive # 507 Date 11/8/11 Jensen Beach, Florida 34957 Technology tb (7) L_1 MARK A MARK B V V —� N —> < N (J 1 (n 107.511 —� 71.75 PGT SGD-670 PGT SGD-670 Sliding Glass Door Sliding Glass Door NOA. 09-0826.13 NOA. 09-0826.13 Approved DP +60 -139.4 Approved DP +60 -139.4 Required DP +59.5 -109 Required DP +59.5 - 59.5 Page 2 of 2 Jeremiah Gendron Restoration 10044 South Ocean Drive # 507 Date 10/11/11 Jensen Beach, Florida 34957 Technology 2007 FLORIDA BUILDING CODE & ASCE 7-05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES (PSF) - Zone 4 Roof Tributary Area (Sq Ft) 30 Height 10 15 20 25 1 35 40 45 1 50 -54.1 -54.1 -54.1 -53.4 -52.8 -52.3 -51.9 -51.6 51.2 61-70ft +54.1 +54.1 +54.1 +53.0 +52.2 +51.5 +50.8 +50.3 +49.8 55.6 -55.6 55.6 -54.9 -54.3 -53.8 -53.4 -53.0 -52.7 80 ft +55.6 +55.6 +55.6 +54.5 +53.7 +52.9 +52.3 +51.7 +51.2 -57.0 -57.0 -57.0 -56.3 55.7 -55.2 -54.7 -54.4 -54.0 90 it +57.0 +57.0 +57.0 +55.9 +55.0 +54.3 +53.6 +53.0 +52.5 .58.3 -58.3 -58.3 -57.5 56.9 -56A -56.0 -55.6 -55.2 100 ft +58.3 +58.3 +58.3 +57.2 +56.3 +55.5 +54.8 +54.2 +53.7 -59.5 -59.5 -59.5 -58.7 58.1 -57.6 -57.1 -56.7 -56.3 110 ft +59.5 +59.5 1 +59.5 +58.3 1 +57.4 +56.6 +55.9 +55.3 +54.8 -60.6 -60.6 -60.6 -59.8 -59.2 -58.6 -58.2 -57.7 -57.4 120 It +60.6 +60.6 +60.6 +59.4 +58.5 +57.7 +67.0 +56.3 +55.8 -61.6 -61.6 -61.6 -60.8 -60.2 -59.6 -59.1 -58.7 -58.4 130 It +61.6 +61.6 +61.6 +60.4 +59.5 +58.6 +57.9 +57.3 1 +56.7 -62.6 -62.6 -62.6 -61.8 -61.1 -60.6 -60.1 -59.7 -59.3 140 It +62.6 +62.6 +62.6 +61A +60.4 +59.6 +58.8 +58.2 +57.6 -63.5 -63.5 -62.7 -62.0 -61 A -61.0 -60.5 -60.1 150 it +63.5 +63.5 +63.5 +63.5 +62.3 +61.3 +60A +59.7 +59.0 +58.5 -64A -64.4 -64.4 -63.5 -62.9 -62.3 -61.8 -61.4 -61.0 160 It +64.4 +64.4 +64.4 +63.1 +62.1 +61.3 +60.5 +59.9 +59.3 -65.2 -65.2 -65.2 -64.3 -63.7 -63.1 -62.6 -62.1 -61.7 170 It +65.2 +65.2 +65.2 +63.9 +62.9 +62.0 +61.3 +60.6 +60.0 -66.0 -66.0 -66.0 -65.1 -64A -63.8 -63.3 -62.9 -62.5 180 ft +66.0 +66.0 +66.0 +64.7 +63.7 +62.8 +62.0 +61.4 +60.8 -66.7 -66.7 -66.7 -65.9 -65.2 -64.6 -64.1 -63.6 -63.2 190 ft +66.7 +66.7 +66.7 +65.4 1 +64.4 +63.5 +62.7 1 +62.1 +61.5 '67.5 -67.5 -67.5 -66.6 -65.9 -65.3 -64.8 -64.3 -63.9 200 ft +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63.4 +62.7 +62.1 -68.2 -68.2 -68.1 -67.3 -66.6 -66.0 -65.4 -65.0 -64.6 210 R +68.2 +68.2 +68.2 +66.8 +65.8 +64.9 +64.1 +63.4 +62.8 -68.8 -68.8 -68.8 -67.9 -67.2 -66.6 -66.1 -65.6 -65.2 220 ft +68.8 +68.8 +68.8 +67.5 +66.4 +65.5 +64.7 +64.0 +63.4 -69.5 -69.5 -69.5 -68.6 -67.8 -67.2 --66.7 -66.2 -65.8 230It +69.5 +69.5 +69.5 +68.1 +67.0 +66.1 +65.3 +64.6 +64.0 -70.1 -70.1 -70.1 -69.2 -68.5 -67.8 -67.3 -66.8 -66.4 240 ft +70.1 +70.1 +70.1 +68.7 +67.6 +66.7 +65.9 +65.2 +64.6 -70.7 -70.7 -70.7 -69.8 -69.0 -68A -67.9 -67A -67.0 250 ft +70.7 +70.7 +70.7 +69.3 +68.2 +67.3 +66.5 +65.8 +65.1 .71.3 -71.3 -71.3 -70.4 -69.6 -69.0 -68.4 -68.0 -67.5 260 ft +71.3 +71.3 +71.3 +69.9 +68.8 1 +67.8 +67.0 +66.3 1 +65.6 -71.9 -71.9 -71.8 -70.9 -70.2 -69.5 -69.0 -68.5 -68.1 270 It +71.9 +71.9 +71.9 +70.5 +69.3 +68.4 +67.6 +66.8 +66.2 -72.4 -72.4 -72.4 -71.5 -70.7 -70.1 -69.5 -69.0 -68.6 280 ft +72.4 +72.4 +72.4 +71.0 +69.9 +68.9 +68.1 +67.3 +66.7 -72.9 -72.9 -72.9 -72.0 1 -71.2 -70.6 -70.0 -69.5 -69.1 290 ft +72.9 +72.9 +72.9 +71.5 1 +70.4 +69.4 +68.6 +67.8 +67.2 EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF) - Zone 5 Roof Tributary Area (Sq Ft) 30 1 Height 10 15 20 25 35 40 45 1 50 -99.1 -99.1 --99.1 -96.4 -94.1 -92.2 -90.5 -89.0 -87.7 61-70 ft +54.1 +54.1 +54.1 +53.0 +52.2 +51.5 +50.8 +50.3 +49.8 -102.0 -102.0 -102.0 -99.1 -96.8 -94.8 -93.1 -91.6 -90.2 80 ft +55.6 +55.6 +55.6 +54.5 +53.7 +52.9 +52.3 +51.7 +51.2 -104.5 -104.5 -104.5 -101.6 -99.2 -97.2 -95.4 -93.9 -92.5 90 ft +57.0 +57.0 +57.0 +55.9 +55.0 +54.3 +53.6 +53.0 +52.5 -106.9 -106.9 -106.9 -103.9 -101.4 -99.4 -97.6 -96.0 -94.6 100 ft +58.3 +58.3 +58.3 +57.2 +56.3 +55.5 +54.8 +54.2 +53.7 -109.0 -109.0 -109.0 -106.0 -103.5 -101.4 -99.6 -97.9 -96.5 110 ft +59.5 +59.5 +59.5 1 +58.3 +57.4 1 +56.6 1 +55.9 +55.3 +54.8 -111.1 -111.1 -111.1 -107.9 -105.4 -103.3 -101.4 -99.7 -98.3 120 It +60.6 +60.6 +60.6 +59.4 +58.5 +57.7 +57.0 +56.3 +55.8 -112.9 -112.9 -112.9 -109.8 -107.2 -105.0 -103.1 -101.4 -100.0 130 ft +61.6 +61.6 +61.6 +60.4 +59.5 +58.6 +57.9 +57.3 +56.7 -114.7 -114.7 -114.7 -111.5 -108.9 -106.7 -104.7 -103.0 -101.5 140 ft +62.6 +62.6 +62.6 +61.4 +60A +59.6 +58.8 +58.2 +57.6 -116.4 -116A -116.4 -113.1 -110.5 -108.2 -106.3 -104.5 -103.0 150 ft +63.5 +63.5 +63.5 1 +62.3 +61.3 +60.4 1 +59.7 +59.0 +58.5 -118.0 -118.0 -118.0 -114.7 -112.0 -109.7 -107.7 -106.0 -104A 160 ft +64.4 +64.4 +64.4 +63.1 +62.1 +61.3 +60.5 +59.9 +59.3 -119.5 -119.5 -119.5 -116.2 -113.4 -111.1 -109.1 -107.3 -105.8 170 It +65.2 +65.2 +65.2 +63.9 +62.9 +62.0 +61.3 +60.6 +60.0 -121.0 -121.0 -121.0 -117.6 -114.8 -112.5 -110.4 -108.6 -107.0 180 ft +66.0 +66.0 +66.0 +64.7 +63.7 +62.8 +62.0 +61.4 +60.8 -122.3 -122.3 -122.3 -118.9 -116.1 -113.7 -111.7 -109.9 -108.3 190 It +66.7 +66.7 +66.7 +65.4 +64.4 1 +63.5 1 +62.7 +62.1 +61.5 -123.7 -123.7 -123.7 -120.2 -117.4 -115.0 -112.9 -111.1 -109.4 200 It +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63.4 +62.7 +62.1 -124.9 -124.9 -124.9 -121.4 -118.6 -116.2 -114.1 -112.2 -110.6 210 ft +68.2 +68.2 +68.2 +66.8 +65.8 +64.9 +64.1 +63.4 +62.8 -126.2 -126.2 -126.2 -122.6 -119.7 -117.3 -115.2 -113.3 -111.7 220 It +68.8 +68.8 +68.8 +67.5 +66A +65.5 +64.7 +64.0 +63.4 -127.4 -127A -127.4 -123.8 -120.9 -118A -116.3 -114.4 -112.7 230 It +69.5 +69.5 +69.5 +68.1 +67.0 +66.1 +65.3 +64.6 +64.0 -128.5 -128.5 -128.5 -124.9 -122.0 -119.5 -117.3 -115.4 -113.7 240 It +70.1 +70.1 +70.1 +68.7 +67.6 +66.7 1 +65.9 +65.2 +64.6 -129.6 -129.6 -129.6 -126.0 -123.0 -120.5 -118.3 -116.4 -114.7 250 It +70.7 1 +70.7 +70.7 +69.3 +68.2 +67.3 +66.5 +65.8 +65.1 -130.7 -130.7 -130.7 -127.0 -124.0 -121.5 -119.3 -117.4 -115.7 260 ft +71.3 +71.3 +71.3 +69.9 +68.8 +67.8 +67.0 +66.3 +65.6 -131.7 -131.7 -131.7 -128.0 -125.0 -122.5 -120.3 .118.3 -116.6 270 ft +71.9 +71.9 +71.9 +70.5 +69.3 +68.4 +67.6 +66.8 +66.2 -132.7 -132.7 -132.7 -129.0 -126.0 -123A -121.2 -119.2 -117.5 280 ft +72A +72.4 +72A +71.0 +69.9 +68.9 +68.1 +67.3 +66.7 -133.7 -133.7 -133.7 -130.0 -126.9 -124.3 -122.1 -120.1 -118.3 290 ft +72.9 +72.9 +72.9 +71.5 +70.4 +69.4 +68.6 +67.8 +67.2 WIND VELOCITY=140 MPH I MRH > 60' EXPOSURE ICE S EETABLE NOTESS FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES, 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY. 3. USE OF TABLES VALID ONLY FOR BUILDINGS GREATER THAN 60' MEAN ROOF HEIGHT. 4. TABLE VALUES VALID ONLY FOR ROOF SLOPES LESS THAN OR EQUAL TO 10', 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7, CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT M WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH (HEIGHTz / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. B. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE -SPECIFIC a= 10% OF LEAST HORIZ DIMENSION OR 40% OF DRAWING. THESE TABLES ONLY VALID WHEN SIGNED & MRH, WHICHEVER IS RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE SMALLER, BUT NOT LESS DESIGN WIND PRESSURES AS LISTED. USE OF THESE THAN 4 % OF LEAST HORIZ TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, DIMENSION OR 3FT (1m). AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE USE ZONE 5 IF AT ALL IN DICTATED AND VERIFIED BY THE GOVERNING BUILDING QUESTION. CONSULT AN DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR ENGINEER FOR A MORE APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. SPECIFIC INTERPRETATION 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY IF REQUIRED. PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION a a AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO I BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE F FACTOR I=1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. 4 TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE w ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. LL ENCLOSED BUILDING ONLY. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL O Z I S S SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES, r¢ g 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE, 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE ELEVATION INTENDED. WALL ZONE FIGURE v ro m o REMARKS DRWN CHKD I DATE 2.007 FLORIDA BUILDING CODE ENGINEERING < zo- ow o [NIT CL FLB 04l19/O6 m m " 95 ASCE 7-05, MRH > 60 FT EXPRESS REVISE FOR 07 FBC TSB FLB 02l23/09 - n DESIGN LOADS FOR 160 SW 12th AVENUE, #106 9 COMPONENTS & CLADDING DEERFIELD BEACH, FL 33442 0 -1 U) ' THIS DOCUMENT IS THE PROPERTY OF FRANK L. BENNARDO, PH: (954) 354-0660 FAX: (954) 354-0443 m v o p )--� z P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART O 2 WITHOUT WRITTEN CONSENT OF FRANK L. BENNARDO, P.E. W W W . E N G EX P. CO M V p rn •'ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVAI IOATF OI IR CFRTIFICATION_ CERT OF AUTH 09885 A m MAW DApE COUNTY .• w � M��a AAM1•QADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA T07076chn`ology Drive, Nokomis, Fl. 34275 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 www.buildingcodeonline.com SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. �u�a� xcirriviy: genes ••J(;L-67U" Aluminum Sliding Glass Doors - I� APPROVAL DOCUMENT: Drawing No.PGTO 00 1, titled "Series 670 H.P. Alum SGD-NP', sheets 1 through 25 of 25, prepared by PTC, LLC, dated 08/05/07 and last revised on 03-16-10, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None Limitation: 1. Approved Hurricane Protection devices, complying w/ FBC, as applicable are required 2. All 90 degree corners (inside or outside) Stiles require Heavy Duty Stiles. 3. See tables on sheets 6 through 11 of this approved drawing set for applicable SGD unit sizes, design pressures, standard or heavy duty stiles, glass types, sill riser and anchors requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E-1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. OA No 69_=0826,13 Expiration Date: 107 2015 Approval Date: April 07, 2010 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.PGT0001, titled "Series 670 H.P. Alum SGD-NI", sheets 1 through 25 of 25, prepared by PTC, LLC, dated 08/05/07 and last revised on 03-16-10, signed and sealed by Robert J.. Amoruso, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5994, FTL-5997, FTL-6002, FTL-6034 and FTL-6035, dated 08/10/09, all signed & sealed by Julio Gonzales, P.E. Note: Additional reference test Reports No(s). 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 08-19-09 and last revised on 03/16/09, prepared by PTC, LLC, Robert J. Amoruso, P.E. 2. Glazing complies with ASTME- 13 00-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 08-19-09, signed by Robert J. Amoruso, P.E. 2. Letter of Lab compliance, part of the above test reports. G. OTHER 1. Test proposals No(s) 09-0177, 01777A, B & C approved by BCCO. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 09-0826.13 Expiration Date: April 07, 2015 Approval Date: April 07, 2010 E-1 GENERAL NOTES: SERIES 670 NON -IMPACT SLIDING GLASS DOOR DESIGN PRESSURE CHART 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) G1 -(1) LITE OF 3/16" TEMPERED GLASS. SEE TABLES 1, 2 & 3 ON , "IT O 4'�EROG�GA4°ISU INGGOSS-(1')LITE3➢/16", TEMPERED GLASS + 5/8" AIR SPACE + (1) LITE OF 3/16" TEMPERED GLASS. SHEETS 6, 7 & 8 G2A -1" INSULATING GLASS: (1) LITE OF 1/4" TEMPERED GLASS + 1/2" AIR SPACE+ (11 LITE OF 1/4" TEMPERED GLASS. 2. DESIGN PRESSURES: 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. 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 DETAILS SEE SHEETS 6 THROUGH 14. 4. SHUTTERS ARE REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS FTL-5979, FTL-5994, FTL-6002, FTL-6034, FTL-6035, DATED 08/07/09. ELCO TEXTRON NOA: 07-0425.01, 03-0225.05, ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). B. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONS: SEE DP TABLES (SHEETS 6-8) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4). D.L.O WIDTH = PANEL WIDTH - 7" D.L.O. HEIGHT = PANEL HEIGHT - 8.25" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 12-14: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" OR 5/16" ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4" ELCO SS4 CRETE-FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5). 1/4" ELCO SS4 CRETE-FLEX MAYBE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. 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. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE'FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3, SHTS. 6-8, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 1/4" SHIM SPACE FOR GROUT) 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. Concrete Screw Anchorage Minimum Embedment and Minimum Edge Distance Requirements Head and Sill Jambs Concrete Un4routed CMU Grouted CMU Type Die. Min. Emb. Min. Ed Min. Emb. Min. Ed Min. Emb. Min. Ed Elco ulhecon 1/4" 1 3/8 1 2 112 1 1/4 2 112 1 3/4 2 1/2 5116" 1 314 1 t 1/4 _ 1 1/4 1 9/16 1 3/4 2 1l2 Elm Crete -Flex SS4 1 1/4" 1 314 1 2 1 1 1/4 2 1/2 Not Recommended P-Hook(Anchor Tension) P4400k Mounting Adapter (Anchor Shear) Concrete I Grouted CMU Concrete Grouted CMU Type Dia. Min. Emb. Min. Ed Min. Emb. Min. Ed Min. P4nb. Min. Fa Mi..Emb. Mln. Esl Elea Ultrocon 114" 1 314 2 1/2 1 3!4 2 1/2 1 Y4 2 1/2 1 314 1 114 Eire Crete -Flax SS4 1/4" 1 314 2 112 Not Recommended 1 3/4 2 1/2 Not Recommended OY15/f0 I C PERMMMIOAOECOMMENIS ex' RM"StR: 0301/10 9 PERMMMfDADECOM4fENi9 11110,119 A PERMIAMIDAOECO&1MENTS NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Concrete Strength Requirements Type Dia. fc' FJco Ultracon 114" 2700 psi 6116" 3500 psi Etc. Crete -Flex SS4 1/4" 335D psi Definitions: Emb. = Embedment Ed = Edge Distance Min. = Minimum CONCRETE SCREWS STRENGTHS. Fy MIN. = 136 KSI Fu MIN. = 177 KSI Masonry Strength Requirements Ungrounted CMU I ASTM C-9a ASTM C-90 with grout conforming Grouted CMU to Sections 2105.2.2.1.2 and R609 ofthe FEC. NOA DRAWING MAP SHEET GENERAL NOTES.............1 QUALIFIED COINING .......... 24 GLAZING DETAILS ............ 5 ANCHORAGE .....................6-14 DESIGN PRESSURES 6-8 ELEVATIONS .....................14-15 CONFIGURATIONS ........... 16 VERT. SECTIONS..............17 HORIZ. SECTIONS............ 18-19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21-22 Awvmd pfwi e wmdld O 0 Mls�lgqDale ftAl t! 1Qo w By StAS \. LIn4u �c Wood Screws (Head, Sill & Jambs) In. Type MIn. Emb Min. Ed �♦��A --so #12 Wood Serew 1 31R° 1" '44' 0c := �,\I Elect Crete -Flex SS4 No UNLESS OTHERWISE NOTED _ 1y ° NOTES AND MAP " I SERIES 670 ALUM. SGD - NON -IMPACT I SGD670 I NTS I i a 25 I � PGT0001 I C I Robert J. Amoroso, P.E. PE #49752 APPROVED CONFIGURATIONS: SEE D.P. TABLE, SEE D.P. TABLE, SEE D.P. TABLE, SHTS.7-9 SHTS.7-9 SHTS.7-9 s,2 , 12 IOps I i N 9 I 13 SEE P P 1 SEE UP 3 ,g ,3 SEE ; ,g DP s s �> i DP 3 13 �> DP 13 I TABLE 13 / 13 oa�i S / / ?mw 1 18 3 �oyl T �aml TABLE 13 / / 3 =arm-nI TABLE awl SHTS. 14 / 14 0 1. SHTS. 3 / / ,3 x� ; SHTS. 3 �� 7-9 a o I 7-9 14 1 �i 7-9 T ,a a W 14 C% 14 wi I y I 13 14 1 I 14 ]1 _J\'f--J _f� J 14 -14f` -J X0, oX, � 1. E G OX® OXX, XXO, XXX, E 1 G H SEE D.P. TABLE_ xxp oxxp1 xxxp SHTS.7-9 1 11 D 1 90°CORNER A , 2 -- --- N SEE 1 P 18 18 ,g 13 13 J S DP 13 R O 3 wowl TABLE 13 ,3 / / / 13 13 za�l / S T S T Fa�j t4 � SHTS. ,3 13 / / / / 13 13 7-9 14 14 1 14 as w I N I u X LOXXO, XXXO, OXXX, XXXX, G i E G ; G XXXXI) , , 3 CORNER, TYP. POCKET, TYP. POCKET DOORS: ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL, O SIGNIFIES INOPERABLE PANEL. SW o3lr5n0 c vEnMwM1DADEcoMMENTs 10701EC1111111101.1 QUALIFIED CONFIGURATIONS SAW 0aul/10 B PHI MWMIOADECOMMEWS NOKOMIS, R 34275 T✓ i SERIES 670 ALUM. SGD - NON -IMPACT SMC 112W9 A PERM" OAOECOMMENTS P.O. BOX 1529,n er avm: cacam Darr NOKOMIS, FL 34274 &11° SMc GWM9 SGDVO s� NTS 2 d 25 a.Mm PGT0001 Am.wad=wmpbft%ft&a O'J 0 EAi Ml�ml 6ede ftdw c.mw r No 49752 �n* r6b Robert J. Amoruso, P.E. PE-9752 �7t•.C� 7: Bo F'.�.c 32"9 C1=1= n P TARI P S C TA SF 7 oxxxo, xxxxo, QXXXX, XXXXX, f _J XXXXXp iw SEE 900 CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SHTS.7-9 , J C D 1 1 1 12 =E M N VI-37 13 D 18 M N 13 13 D BLE R 13 R TS. S T / / S T -9 13 13 13 13 1 1 � .qFF' f1 P TARI F SHTS.7-9 , C D 1 i 1 12 i I I I SEE ' DP M 13 / 18 / 18 / 18 / 1 / 18 11 TABLE D P 0 13 w w +zlx ` r SHTS. 13 13 Q R x FI OmNDade nod,,, Ca.4.1 13 13 13 13 ��wl �nw'Cw• rr 7-9 S T S T a % �SaS • U a c� 13 13 13 13 I 1 1 1 1 I I �11111111//// oxxx of 1 v XXXO OXXX "1 XXX" X. , 1 :per• •�- F•. GJ1'� t XXXXXXp = NO 49 APPROVED CONFIGURATIONS E OF :�L4 ' rmwd9Mc (A3nS/10 RwCnna PER MIAMIOWE COMMEN S 1 ° N E His LOGY RW P.O. eox 1529 NOKOMIS. FL 34274 ® QUALIFIED CONFIGURATIONS I 4 �ONA� Robert J. Amoruso, P.E. Ina PER MIAMIOAOEC051MENrs SERIES 670 ALUM. SGD -NON-IMPACT SMC 11)2&W R A PERMWMIOAOECOMMENr3 Laaw�sy: Oec aoaaa oars °t' �` °M10 °1'rTN° R0Y sn4C 0e/05 o9 sOO670 NTS 3 d 25 PGT0001 C PE#49752 QbY PTC.LLC153 N.COGSW ST-STE. 5.A KPREPARE�UUt.�L3ZHbb.FH:JZI:995-_ 90. 89 APPROVED CONFIGURATIONS: S TA S' CPG n P TARI F SHTS.7-8 C D 1 1 1 12 EE IP 3 1 TS. -9 M N 13 13 13 13 1 S T 13 1 8 18 18 / / / 18 18 18 18 / 18 1 / / / M N 13 13 Q R S T 13 13 14 14 14 14 oXXXXXo, XXXXXXO, OXXXXXX, XXXXXXX, 1 1 XXXXXXXp , SEE 90' CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SFF n P TARI F S TA SF I Zm Y �I SHTS.7-9 Tv , C D 12 EE 8 8 8 B 18 18 18 M N IP BLE 18 18 8 18 18 Q R TS. / / / / / / / / 13 13 -9 S T 13 13 14114 14 14 s.a A=as, o NOAB 0 ./ fto W%A D2de?eodzld OXXXXXXo, XXXXXXXO, OXXXXXXX, XXXXXXXX, , 1 i �i`•v\GENS •gG: XXXXXXXXp P = a Z��r.� " TE OF :�<U R smc O RwSMc wv¢aos .< sM1510 c PER MAMIOAOECOMM9VI5 10707ECHNOLOGYDRNE QUALIFIED CONFIGURATIONS �i lCs •� SMC 0"1/10 B PER M1NMlWDECOMMEHB NOXOM]AF134D5 T0v iS�ONAL��P�� B sr D@s SERIES67 Reufsb�c• �1818111111\1\ sm rlam A PER MIAMIDADECOMMENIS P.O.BOx157B 0ALUM.SGD- NON -IMPACT W. .ea oem: NOXOMIS, FL 34T74 ® S 0676 0 NTS 4 125 PGT0001 C RoeePE #449�52so, P.E. SMC 08/OS/OB } 200 3/16"TEMPERED EXTERIOR 74 201 1/4" TEMPERED 74 EXTERIOR 82 _ 82 3/4" NOM. GLASS 7� 3/4" NOM. 78 BITE GLASS BITE 54 3/16" TEMPERED -TYPE G1 ` 54 FAREMPER, E©- TiYPE G11 208 1" NOM. 2t19 1" NOM. EXTERIOR 3/16" TEMPERED +-- 114" TEMPERED EXTERIOR 5/6" AIR SPACE 3/16" TEMPERED 74 1/2" AIR SPACE 74 1/4" TEMPERED 83 1 83 3/4" NOM. �do GLASS 3/4" NOM. Bak t OZI o BITE GLASS NOM o 79 79 BITE p'v p1ed"R TRUSEAL DURASEAL SPACER JTRUSEAL DURASEAL SPACER ......... F4f•, ,P41. 9(�� 1" INSULATING GLASS - TYPE G2 1 INSULATING GLASS - TYPE G2A 4975 p0' = EI�/.f"s_ '� SA1C 03/1'W10 RAC VERMWMIDADECOMMH✓TS 1070TECNNOLOGYDRIVE NOKOMIS,FL34273 P.O. BOX }34 NOKOMl3. FL 34274 a " GLAZING DETAILS F'-40RIaPG�2�: 'e,,ss......... �� ��• ���NA� ����.• Ro6ePE#49752�, P.E. 5MC 03/M/f0 wwNac B PENMIAIWd1DECOMMEMS +� SERIES 670 ALUM. SGD - NON -IMPACT Sm SNC I. 11/28DB A PER hOAMI DADECOMMENIS rneunrry; �. a,mm py". _ o SMC OB/05l09 SGOB70 NTS 5 m 25 PGT0001 C TABLE 1A DESIGN PRESSURE AND ANCHORAGE- NO REINF. - STANDARD STILE - STANDARD ASTRAGAL - HD 90 DEG. CORNER STILE > HEAD & SILL (H&S) IMMOCK, STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS IN E mEDIATEANCHOR QTY. PER PANEL H & S, > JAMB ANCHOR OTY., & P-HOOK ANCHOR QTY. Anchor Types: 3/16"TEMPBR11)(NOno.&I.G.U.) 1) '114" ELCO ULTRACON (FORMERLY TAPCON) GLASS TYPE G1 & G2 2) `1/4" SS4 CRETE-FLEX 1/4" TEMPER® (Nbno. & I.G.U.) 3) '5/16" ULTRACON GLASS TYPE G1A & G2A 4) `#12 STEEL SCREW (G5) ` SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. UNIT HEIGHT 80 84 90 1 96 Z U O Z U O Z U O Z U O NOM. PANEL FRAME SIDE 0 Z 0 O 3 0 U Z 0 0 3 O U Z 0 O � O U Z 0 0 � WIDTH N U A Q N N - U Q N N U m Q N N U Q N GLASS TYPE -G1, G1A, G2, G2A -] +90 -127.1 +90 -120.0 +90 -110.8 +90 -102.9 H&S C3+1 C3+1 C4+1 C3+1 C3+1 C4+1 C3+1 C3+1 C4+1 C3+1 C3+1 C4+1 24 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 ¢`I P-HOOK 7 7 7 7 7 7 7 7 7 7 7 7 GLASS TYPE -G1, GIA, G2, G2A +90 -106.3 +90 -100.2 +90 -922 +85.3 -85.3 H&S C3+1 C3+1 C4+1 C3+1 C3+1 C4+1 C3+1 C3+1 C4+1 C3+1 C3+1 C4+1 30 r JAMB 10 10 10 10 10 10 10 10 10 10 10 10 d` P-HOOK 7 7 7 7 7 7 7 7 7 7 7 7 GLASS TYPE - Gt, G1A, G2, G2A +90 -92.9 +87.3 -87.3 +80 -80.0 +73.8 -73.8 w H&S C3+1 C3+1 C4+2 C3+1 C3+1 C4+2 C3+1 C3+1 C4+1 C3+1 C3+1 C4+1 36 z JAMB 10 10 10 10 10 10 10 10 10 10 10 10 a` P-HOOK 7 7 7 7 7 7 7 7 7 7 7 7 GLASS TYPE -G1,G1AG2,G2A +83.7 -83.7 +78.4 -78.4 +71.6 -71.6 +65.8 -65.8 H&S C3+1 C3+1 C4+2 C3+1 C3+1 C4+2 1 C3+1 C3+1 C4+2 C3+1 C3+1 C4+2 42 0 I JAMB 10 10 10 10 10 10 10 10 10 10 10 10 ¢`F P-HOOK 7 7 7 7 7 7 7 7 7 7 7 7 GLASS TYPE - GI, G1A,G2,G2A +77.1 -77.1 +72 -72.0 +65.5 -65.5 +60 -60.0 H&S C3+1 C3+1 C4+2 C3+1 C3+1 C4+2 C3+1 C3+1 C4+2 C4+1 C4+1 C4+2 48 z JAMB 10 10 10 10 10 10 10 10 10 10 10 d` P-HOOK 7 7 7 7 7 7 7 7 7 7 7 7 90° OUTSIDE HD CORNER 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. O = EXAMPLE ON SHEET 9 2. WHEN USING THE 2 1/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WHEN USING THE 3 1/4" SILL, POSITIVE DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1C ON THIS SHEET. 3. 4", 31/4" AND 2 1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1A MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4- SEE SHEETS 12 THROUGH 17 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. TABLE 1C. SILL HT. VS POS. DP SILL RISE HBGHr (+) DESIGN LOAD FLUSH 1-12• WA LOW 2-12" +46.07 PSF MED 3-1/4" +60.0 PSF HIGH 4" +90.0 PSF SEE NOTES 1-3 90' INSIDE HD CORNER HD = HEAVY DUTY rOH LENGTH I OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL T01 0IOR GREATER SEE NOTE 3 Rowe ey. oo� RevbNv: pyypyl. SMC aymo C PER M1AMI DADECOMMENTS 1070 TECHNOLOGY DRIVE DP AND ANCHORAGE Dma R•NWc SMC 03S}/f0 B PFRMLIMIDADECOM1AIENIS NOKOMIS, FL 34275 t� R°va1By. Data RorlLbtx SERIES 670 ALUM. SGD - NON -IMPACT SMC i1R9N9 A PERM~DAGECOMMENIS P.O. BOX 1529 a. w. SMC S17/o7 n�a Dse° NOKOMIS. FL 34274 ® o'!mN°°n cm` sGDs7o NTS se6 6 d 25 taMgRn PGT0001 .. SO E. C25. ROI -WIDTH-7" :L HEIGHT - 8.25" A�eowd�ae�r11�O� NOA@ 04-OHl�. r3 Mled Dude RedaH Caa+d S7ONALe 11", ����+uenoee�ee Robert J. Amoroso, P.E. PE#49752 �90- z8N8FA DESIGN PRESSURE AND ANCHORAGE- NO REINFORCEMENT- STANDARD STILE -STANDARD ASTRAGAL TABLE 1B. - HD 90 DEG. CORNER STILES > HEAD & SILL (H&S) INTERLOCK, STRAIGHT & CORNERASTRAGAL CLUSTER PLUS ANCHOR CITY. PER PANEL H & S, > JAMB ANCHOR CITY., & P-HOOK ANCHOR CITY. Anchor Types: 3116"TENPERED(Mono.&I.G.U.) 1) '1/4" ELCO ULTRACON (FORMERLY TAPCON) GLASS TYPE G1 &G2 2) -1/4" SS4 CRETE-FLEX 1/4" TENPERED (Mono. & I.G.U.) 3) '5/16" ULTRACON GLASS TYPE G1A & G2A 4) '#12 STEEL SCREW (G5) ' SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. UNIT HEIGHT 80 84 90 96 NOM. PANEL Z U O Z U U QOQ Z OU U O O Z 00 U O O FRAME SIDE UO 0 0 3 WI WIDTH N U .y N N U cV N U M `V N N U cl C N GLASS TYPE - G1, G1A, G2, G2A +72.5 -72.5 +67A -67.4 +61 -61.0 +54.7 -54.7 2 H&S C3+2 C3+2 C4+2 C3+2 C3+2 C5+2 C3+1 C3+1 C4+2 C3+1 C3+1 C4+2 54 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 d� P-HOOK 7 7 7 7 7 7 7 7 7 6 6 7 GLASS TYPE - G1, GI A, G2, G2A +69.1 -69.1 +64 -64.0 +57.6 -57.6 +50.6 -50.6 2 H&S C3+2 C3+2 C4+3 C3+2 C3+2 C5+3 C3+2 C3+2 C4+2 C3+1 C3+1 C4+2 60 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 d` P-HOOK 1 7 7 7 1 7 7 7 1 7 1 7 7 1 6 6 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 2 1/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WHEN USING THE 3 1/4" SILL POSITIVE DP IS 60.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1C ON THIS SHEET. 3.2 10, 31/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 B MAYBE USED. WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 12 THROUGH 17 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. BeYeder am: Re.er.e sMc aviwo D PERW MIDADECOMMENT5 Bavmer ome Berssws 1070 TECHNOLOGYDR Sw am/10 B PERMIAMI DADE OOMMENTS NOKOMIS. FL 34275 SMO 1129,99 A PERAAMIDAOEOOAWN7S P.O.BOX1529 mum9r. oas Clioobi46. ams NOKOMIS, FL 34274 TABLE IC. SILL HT. VS POS. DP SILL RISEHBGHT (+) DESIGN LOAD FLUSH - 1-1/2" WA LOW - 2-1/7 +46.67 PSF MED - 3-1/4' + 60.0 PSF HGH - 4" + 90.0 PSF SEE NOTES 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT= NOM. PANEL HEIGHT -8.25" 90' OUTSIDE HD CORNER 90" INSIDE HD CORNER rOH LENGTH I OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 OOI OR GREATER O SEE NOTE 3 uot� DPANDANCHOR4GE SERIES 670 ALUM. SGD - NON -IMPACT et�r"m� sorx sn�e 6a.earra SGD670 I NTS 7 - 25 PGT0001 0 w141b �ddla! f�kaddee � v a NOM O� M1aal E R Robert J. Amoruso, P.E. PE #49752 DESIGN PRESSURE AND ANCHORAGE- NO REINFORCEMENT- HEAVY DUTY STILE -STANDARD ASTRAGAL - HD 90 DEG. CORNER STILES TAIL E2A. > I-E40 & SLL (H&S) NT530CK STRAIGHT & OCR &RASTPAGAL CLUSTER PLUS NTEdIEL14TEANCHOR OTY. PER PANEL H & S, > JAM ANO10R OTY., & 1;HOOKANCHOR QTY. Anchor Types: 3f16' 1B#POED 9.1-&LG U.) 1) •1/4" ELCO ULTRACON(FORMERLY TAPCON) GLASS TYPE GI &G2 2) "114" SS4 CRETE-FLEX 1/4' TW EiD (Norm. & I G U) 3) -5716" U LTRACON GLASS TYEE GIA & G2A 4) -912 STEEL SCREW (G5) 'SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. UNIT HEIGHT 80J1,4 90 96 102 108 114 120 NOIA PANEL FRPMESIDE U o U U z U ❑❑ OO oo 3 Q NGLASSTYPE-G7. Uz z O U U z U O o z O ° U z U O z c0i U z U O 0 z 0 U 0 U O 3 z 0 U z U O � , z 0 , U U zWIDTH O G1A G2. G2A +90 -169.4 +90 .1477 +90 -1371 +90-128.0 +90 .120.0 +90 -1129 +90-106.7 C4+1C4+1 C5+105+1 C4+1 C4+1 C5+1 C4+1 C4+1 C5+1 C4+1 C4+1 C5*1 C4+1 C4+1 C5+1 C4+1 C4+1 C5+1 C4+1 C4+1 C5+1 24 JPMB 10 1 1010 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 9 9 99 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 GLASS TYPE -.G1, G1A G2, G2A +90 -141A +90 -133.6 •90 -122.9 +90 -113.8 +90 -105.9 +90 -99.1 •90 -93.1 +87.8 -87.8 H8S C4+1 C4.1 C5+2 C4+1 C4+1 I G5+2 C4*1 C4+1 C5+1 C4+1 C4+1 C5+1 C4+1 C4.1 CS•7 C4+1 C4+1 C5+1 C4+1 G4+1 C5+1 C4+1 G4+1 CS•1 30 JAlr16 10 10 10 10 10 10 10 10 10 10 1 10 1 10 12 12 12 12 12 12 12 12 72 12 12 12 d` P4100K 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 GLASS TYPE-G1,G1A G2, G2A +90-123.9 +90.116A +90-106.7 +90 -98.5 +90 -91.4 +85.3 -85.3 +80 .80.0 +75.3 -753 HSS C4+1 C4+1 C5+5+2 2 +1 C410 C4+1 C C4+1 C4+1 C5+2 C4+1 C4+1 C5+2 C4+1 C4+1 C5+2 G4+1 C4+1 C5+1 C4+1 G4+1 C5+1 C4+1 C4+1 G5+1 36 JAMB 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 -Z P-HOOK 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 GLASS TYPE-G7, G1A G2, G2A +90-1116 +90-104.5 +90 -95.4 +87.8 .87.8 +81.3 -81.3 +75.7 -75.7 +708 -Ml) +665 -665 H8S C4+2 C4+2 C5+2 C4+1 C4+1 C5+2 C4+1 C4+1 C5+2 C4+1 C4+1 C5+2 C4+1 C4+1 C5+2 C4+1 C4+1 C5+2 C4+1 1 C4+1 C5+2 C4+1 04.1 C5+2 42 2JAA1B 10 1 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 72 12 dr P-HOOK 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 GLASSTYPE-GI, G7A G2,G2A +90-102.9 +90 -96.0 +87.3 -87.3 +80 -80.0 +73.8 .73.8 +68.6 -6&6 +64 -640 +60 -60.0 In I H&S C4+2 C4+2 C5+3 C4+2 C4+2 C5+2 C4+2 C4+2 C5+2 C4+1 C4+1 CS+2 G4+1 C4N C5+2 C4+1 C4+1 CS+2 C4+1 C4+1 C5+2 C4+1 C4+1 C6+2 48 JAMB 10 10 . 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 -Z P-HOOK 1 9 1 9 1 9 1 9 1 9 1 9 1 9 1 9 1 9 1 9 1 9 1 9 1 9 9 1 9 9 9 9 9 1 9 1 9 9 4 9 90' INSIDE HD CORNER 90" OUTSIDE HD CORNER HD = HEAVY DUTY RYTS'Te C PER MUUII DADECOMMEN7S a Rwblma IXi9rH0 B PER MUUe DADECOMMEN75 IMW I A PERMUMDAWOOMMEA45 STANDARD ASTRAGAL HEAVY DUTY STILES 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 2 1/2" SILL, POSITIVE DP IS 46.67 PSF MAX. WITH THE 3 1/4" SILL, POSITIVE DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2C ON THIS SHEET. 3.2 1/2", 3 1/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2A MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 12 THROUGH 17 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. DLO WIDTH= NOM. PANEL WIDTH -7" DLO HEIGHT = NOM. PANEL HEIGHT -8.25" TABLE 2C. SILL HT. VS POS. DP SILL RISE (+) DESIGN FLUSH - 1-1/2' ITA LOW-2-1/2 +46.67 PSF My 3-114 +60.0 PSF HGH-4" + 00.0PSF 3 SEE NOTES 7 OH LENGTH OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 OR GREATER of SEE NOTE 3 r07ECHNOLOGYDRWE rDANDANCHORAGE NOKOMIS, FL 34275P.O. BDJ( Ise IES670ALUM. SGD - NON -IMPACT NOKOMIS. FL 34274 s0 NTS 1 8 - 25 PGT0001 PREPARED BY' PIC. LLC 1.915 N. CO SWELL ST_ SHE, C25_ RUG Aewea/w>m" aoe rL o fiOA/ O MiWd Prardca'tco.ed en Ey G )46 A0P-r, Robert J. Amoruso, P.E PE 049762 1LT�`i 17 . FAX 321-6! DESIGN PRESSURE AND ANCHORAGE- NO REINFORCEMENT- HEAVY DUTY STILE -NO ASTRAGAL - HD TABLE213. 90 DEG. CORNER STILES > HEAD & SILL (H&S) INTERLOCK, STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANEL H & S. > JAMB ANCHOR QTY., & RHOOK ANCHOR QTY. Anchor Types: 3/16" TEMPERED (Mono. & I.G.U.) 1) •1/4" ELCO ULTRACON (FORMERLY TAPCON) GLASS TYPE, G1 & G2 2) -1/4" SS4 CRETE-FLEX 114" TEMPERED (Mono. & I.G.U.) 3) *5/16" ULTRACON GLASS TYPE: G1A & G2A 4) V12 STEEL SCREW (G5) SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. UNIT HEIGHT 80 84 90 96 NOM. PANEL z O U Z O 9 z O U z O 9 z O U Z O Z O U Z O FRAME SIDE U U > U S U 0 U 0 WIDTH N N N •— UO M N N — C7 N N ""' C7 V N GLASS TYPE -G1,G1A,G2,G2A +83 -83.0 +77.2 -77.2 +69.8 -69.8 +63.8 -63.8 H&S C4+2 C4+2 C5+3 C4+2 C4+2 C5+2 C4+2 C4+2 C5+2 C4+1 C4+1 C5+2 54 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 7 7 8 7 7 8 7 7 8 7 7 8 GLASS TYPE - G1, G1A,, G2, G2A +79.2 -79.2 +73.3 -73.3 +66 -66.0 +60 -60.0 H&S C4+2 C4+2 C5+3 C4+2 C4+2 C5+3 C4+2 34+2 1 C5+3 C4+2 C4+2 C5+2 60 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 d` P-HOOK 7 7 8 7 7 8 7 7 8 7 7 8 = EXAMPLE ON SHEET 9 DLO WIDTH = NOM. PANEL WIDTH - 7" O DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" HD = HEAVY DUTY 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 21/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WHEN USING THE 3 1/4" SILL POSITIVE DP IS 60.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2C ON THIS SHEET. 3.2 1/2", 3 1/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2B MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 12 THROUGH 17 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. TABLE 2C. SILL HT. VS POS. DP SILL RISE (+) DESIGN FLUSH -1-1/z NA LOW-2-1/2" 46.67 FSF NED - 3-1/4" +60.0 PSF HIGH-4" +90.0PSF SEE NOTES 1-3 61 118 IRE 61 Pib FO�" wr. I-► OH LENGTH �{ �N �11..1 Df ` INT. � OVERHANG � 61 ir. OH LENGTH EXT. OH OH HEIGHT 120 118 - HEIGHT EQUALTO 1 OOI OR GREATER ���`���lpMES q�i,� ,7p'L 67 � `�00�Q;.���EMS••• 7p' 119 SEE NOTE 3#' *�b ;a E ASTRAGAL NOT APPLICABLE 90" INSIDE HD CORNER 90" OUTSIDE HD CORNER 9 rs,wm, ATE OF � 15(10 C �B PER MU MI DADECOMMEN/S f07N VE DP AND ANCHORAGE '10, I-fc:'N" 1/10 PHt MAMI DADECOMM&WS KOMIS, FL 3427OGYD5 m ." a PERMIAMIOADECOMMENTS P.O.SOx1529 SERES670�ALUM. SGD-NONN-IMPACT Rodnd 0"a• NKOMIS, FL 34274 ® SGOB70 NTS 9 - 25 PGT0001 C Robert J. Amo—, P.E. PE 049752 a TAR] PIA DESIGN PRESSUREANDANCiORAGE- NORBNF: HEAVYDUrYSTLE-HEAVYDLTYASTRAGAL-HD90DEG.CORNERSTILES > FEA D & SILL (H&S) NfH7L0C1, STRAIGHT & 0OR4,6tASTRAGAL CLUSTER PLUS PRE MIE CIATEANCHOR ON. PER PANEL H & S, > JAMB ANCHOR CITY., & P-HOOK ANCHOR CITY. Anchor Types: 311 6"TEMPERED (Mono. & I.G.U.) 1) '1/4" ELCO ULTRACON (FORMERLY TAPCON) GLASS TYFE G1 & G2 2) '1/4" SS4 CRETE-FLEX 1/4"TBVPE-4ED(Mono.&I.G.U.) 3) '5116" ULTRACON GLASS TYPE: G1A & G2A 4) '#12 STEEL SCREW (G5) SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. UNIT HEIGHT 80 84 90 96 Z U 0 Z U O Z U O Z U 0 NOM. PANEL FRAME SIDE 0 z 0 O 3 0 0 z O O 0 U z o O o U z O 0 WIDTH N N N - y N 04 N N N GLASS TYPE - G1, G1 A, G2, G2A +90 -190.6 +90 -180.0 +90 -166.2 +90 -154.3 H&S C4+1 C4+1 C6+1 C4+1 C4+1 C6+1 C4+1 C4+1 C6+1 C4+1 C4+1 C6+1 24 r JAMB 10 10 10 10 10 10 10 10 10 10 10 10 a` P-HOOK 10 10 10 10 10 10 10 10 10 10 10-1 10 GLASS TYPE - G1, G1A, G2, G2A +90 -159.5 +90 -150.3 +90 -1382 +90 -128.0 m H&S C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 30 o JAMB 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 GLASSTYPE; G1!GIA;G2A�G2A'�,+90`.'..r-139:4- = j +90 -130.9 +90 -120.0 +90 -110.8 _=H&�-I C4+1 C6`+2' C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 36 t JAMB 10 10 m 10 10 10 10 10 10 10 10 P-HOOK 10 10 10 10 10 10 10 10 10 10 GLASS TYPE - G1, G1 A, G2, G2A +90 -125.5 +90 -117.6 +90 -107.3 +90 -98.7 H&S C4+2 C4+2 66+2 C4+2 C4+2 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 42 JAMB 10 10 10 10 10 10 10 10 110 10 10 10 P-HOOK 10 10 10 10 10 10 10 10 1 10 10 10 10 GLASS TYPE - G1, G1A, G2. G2A +90 -115.7 +90 -108.0 +90 -98.2 +90 -90.0 E H&S C4+2 C4+2 C6+3 C4+2 C4+2 C6+3 C4+2 C4+2 C6+3 C6+2 C6+2 C6+2 48 t JAMB 10 10 10 10 10 10 1 10 10 10 10 10 10 d P-HOOK 10 10 10 10 10 10 10 10 10 10 10 10 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL 2. WHEN USING THE 21/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WHEN USING THE 3 1/4" SILL POSITIVE DP IS 60.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3C ON THIS SHEET. 3.2 1/2", 3 1/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3A MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR JJ WATER INFILTRATION. C 4. SEE SHEETS 12 THROUGH 17 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. HEAVY DUTY ASTRAGAL HEAVY DUTY STILES INT. EXT. 119 90" OUTSIDE HD CORNER HD = HEA% TABLE 3C. SILL HT. VS POS. DP SILL RISE HEGHT (+) DESIGN LOAD FLUSH 1-112" NIA ._LOW 2-112" +46.67PSF 3"1%4" W+$0 _QPBF j HGH-__fl +90.0 F5r SEE NOTES 1-3 DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT= NOM. PANEL HEIGHT-8.25" 90" INSIDE HD CORNER rOH LENGTH I OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUALT01 OOI OR GREATER 1 0 SEE NOTE 3 Rao46y. Demo rww �,,: :sw . a9/15No - c R"NWn PERMUMIDAOecOMMEWS 1070TECHNOLOGYDRNE DPANDANCHORAGE 5MC 03millo B PERMIAMIDADECOMMEMB NOKOMIS, FL 34275ffa 7 T°a*' p SERIES 670ALUM. SGD - NON -IMPACT Svc 1172M A PER MIAMIDADE COMMENTS P.O.BOX1528 pan By. pro. pWa4 p%c NOKOMIS, FL 34274 s'""No°i1 5� 5n�r pe1OaR' SMc 09MsV9 sG0570 IVTS f0 m 25 PGT0001 tFAKEU _ L ELL ST.. iln�� �h Date P o / NOA/o -D Mfn.l r I,, A, TE OF it T. Amoroso, P.E. PE #49752 4 7B� 8 DESIGN PRESSURE AND ANCHORAGE- NO REINFORCEMENT- HD STILE - HD ASTRAGAL HD 90 DEG TABLE3B. CORNER STILES - HEAD & SILL (H&S) INTERLOCK, STRAIGHT & OORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANG H & S, > JA NB ANCHOR QTY., & RHOOK A NCHOR QTY. Anchor Types: 3/16" TBN'B2ED(Mono. & I.G.U.) 1) •1/4" ELCO ULTRACON (FORMERLY TAPCON) GLASS TYPE, G1 & G2 2) •1/4" SS4 CRETE-FLEX 1/4" TEMPERED (Mono. & LG.U.) 3) •5/16" ULTRACON GLASS TYPE: G1A & G2A 4) •#12 STEEL SCREW (G5) • SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. UNIT HEIGHT 80 84 90 96 U Z U 0 O U Z U 0 0 U 0 U Z 0 NOM. PANEL FRAME SIDE 0 O z 0 O 0 O 0 U Z O O O U Z O O 3 WIDTH N - "- ' P1 O N N �_ 0 t9 nl — c7 N N � m ? fV GLASS TYPE - G1, G1 A, G2, G2A +83 -83.0 +77.2 -772 +69.8 -69.8 +62.6 -62.6 B H&S C4+2 C4+2 C5+3 C4+2 C4+2 C5+2 C4+2 C4+2 C5+2 C4+1 C4+1 C5+2 54 t JAMB 10 10 10 10 10 10 10 10 10 10 10 10 d` P-HOOK 7 7 8 7 7 8 7 7 8 7 7 8 GLASS TYPE - G1, G1A G2, G2A +79.2 -79.2 +73.3 -73.3 +66 -66.0 +58 -58.0 H8S C4+2 C4+2 C5+T777 C5+3 C4+2 C4+2 CS+3 C4+2 C4+2 C5+2 60 ki JAMB 10 10 1010 10 10 10 10 10 10 P-HOOK 7 7 88 7 7 8 7 7 8 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 2 1/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WHEN USING THE 3 1/4" SILL POSITIVE DP IS 60.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3C ON THIS SHEET. 3.2 1/2", 3 1/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3B MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 12 THROUGH 17 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. Remd By. DaOc Reviebn: SMC 03H5�f0 C PERMPLNIDADECOMMENTS xneefBy 0 w R°11°'01a' 1070 TECHNOLOGYDRIVE SMC 03VI/lo B PER MWMIDADECOMMENTS NOWMIS, FL 34275 Rona4By. P.sr ROAiQa• LOa_ASC 112M9 PEMAUI DDEOOMMENTS P.O. BOX 1529 BY amNOKOMS, FL 34274MP, TABLE 3 C. SILL HT. VS POS. DP SILL F ISEHEIGHT (+) DESIGN LOAD PLUSH - 1-1/T NYA LON - 2-1 /T + 46.67 PSF M® - 3-1/4" +60.0 PSF HGH - 4" + so PSF SEE NOTE51-3 HEAVY DUTY ASTRAGAL HEAVY DUTY STILES INT. EXT. 119 90" OUTSIDE HD CORNER HID =I DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT= NOM. PANEL HEIGHT - 8.25" 90" INSIDE HD CORNER (+ OH LENGTH �{ OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 0I OR GREATER 0 SEE NOTE 3 DP AND ANCHORAGE SERIES 670 ALUM. SGD - NON -IMPACT sumuoat se.Ix snec P,.,4y/p. soF7e7D NTS 11 - 25 PGT0001 PREPARED BY' PTC LI1535 N COGSWRI ST BNe R/bT NOA/ O 9 Mla.l Ds e �II FE OF #49752 ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)1/4" ELCO ULTRACON (FORMERLY TAPCON) 2)1/4" ELCO SS4 CRETE-FLEX 3) 5/16" ULTRACON 4) #12 STEEL SCREW (G5) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1A, 1B 2A 2B 3A & 3B SHTS. 6-11 HEAD & SILL ................ 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90" CORNER ON SHT. 13-14. JAMBS & P-HOOKS... 6" MAX. FROM BOTTOM AND 21" MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 6-11. SEE P-HOOK ANCHOR DETAILS ON SHEETS 16-17. ANCHORS PER PANEL" ARE 8 MAX. INTERLOCK ASTRAGAL INTERIOR THOSE AT THE HEAD AND SILL 3'S" CENTERLINE SEE CLUSTER DET., SHT. 14 CENTERLINE 8" MAX. 8" MAX i BETWEEN CLUSTERS OR THOSE I TYP IBETWEEN A CLUSTER AND A ° 4.051" ° ° FRAME JAMB OR P-HOOK. 2.04" 4.051" 3.5" 3.5„ EXAMPLE OXX ANCHORAGE PLAN: C4 +,2 HEAD & SILL ANCHORAGE (3 PANEL 2-TRACK EXAMPLE SHOWN) _ (14) ANCHORS TOTAL 3.5" TYP. (3) PANEL, 48" x 96" DOOR FROM TABLE 1A, SHT. 6, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE EXTERIOR -------------------------------------------- SEE TYP. JAMB CLUSTER C4+2 & CORNERS = (20) ANCHORS TOTAL AT HEAD AND AT SILL DETAIL BELOW SEE CLUSTER 2 C4 2 C4 2 C4 2 DETAILS, SHT. 14 24" MAX. O.C. EXTERIOR 6" — 3.5" TYP. SEE NOTE - BELOW (7) P-HOOK 14" ANCHORS INTERLOCK CENTERLINE 1 6" 3.5" TYP. AAX. ®. . ® 3" x . MAX. x " . x x 6„ M, ® _= FRAME X 21 ® 4 AX ANCHORS MAX "� MAX.. ®® c. ®= P-HOOK " ® ANCHORS ® ® 3" MAX. "X ® 10° MAX. IAX. ® "" %" . 6" M/ % % " % 24" MAX. O.C� 8" MAX.. TYP. I No (10) ANCHORS C PER JAMB (SEE SHEET 16 FOR CLUSTER O.C. SPACING X. EXAMPLE OX-90a OUTSIDE CORNER—XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x 96" DOOR FROM TABLE 2B, SHT. 9, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE SEE CLUSTER DETAILS, SHT. 10 INTERLOCK CENTERLINE 8" MAX. / l i ° o ° 4.051" MIN. 0 0 i O.C. 3.5" - TYPICAL JAMB CLUSTER FOR DETAILS SEE CLUSTER DETAILS, SHT. 11 M, N. O, P, Q & R e�x yR f btg etC�0 tiaw oq_°e Lf .13 MhdgON& Pndaa Comas SMC I OYM10 I C I PERMAWOADECOMNEMS ---I M Ut lu mwn° 1070OXOM SPACING &EXAMPLE PLANS %� c �� sMc PERMAMlDAOECOMMENB � YMVEANCHORAGE pff. Q R IaP: '•N, SERIES 670ALUM.SGD-NON-IMPACT 1 .eNG��. SMC 1f2&A9 A =A PERMGMl oAOECOMMENB P.O. BOX 75T9 I4ON�AL a""oey ma: aremae Om tMOMIS, FL 3Q74 s"B10 pROY RaiiHl,�Alh�oruso, SMC 09A15�09 I7JA SGD670 NTS 12 d 25 PGT0001 C P.E. PE #49752 l ------------ AST RAGALOR INT. INTERLOCK I CENTERLINE 1 I 3.5 I I 1 I I I 2.040 L___ 4A51 _3.5_ -� 2-TRACK ASTRAGAL/INTERLOCK ANCHOR CLUSTER - C3 .- ._. _ _.. INT. I INTERLOCK j CENTERLINES I I I 3.5 I I - I I 5.369 I I I �I I ANCHOR CLUSTER - C3 rASTRAGALUR-------------- INT I INTERLOCK I j CENTERLINES i ANCHOR CLUSTER - C6 ---------------- ASTRAGALOR l INT. INTERLOCK I —CENTERLINE j 3.5 1.75 I I 4.051 I I j 2.040 I I I I L---3.5------ --J 2-TRACK, ASTRAGAL /INTERLOCK ANCHOR CLUSTER - C4 pASTRAGA-br------------------� INTERLOCK INT' j CENTERLINES I �i 3.5 I j I j I �I� 4.0721 5.369 1 I I 3-TRACK. ASTRAGAL/INTERLOCK ANCHOR CLUSTER - C4 -9TAAGAEZW-------------- INTERLOCK INT. CENTERLINES I I�---�1— 3.5 � i 7.033 2.04 I I I I P I I I L t I I 4-TRACK, ASTRAGAL/INTERLOCK ANCHOR CLUSTER - C3 I ASTRAGAL OR -� INT- (—INTERLOCK 1 CENTERLINE ! 3.5 1.75 I I 2.040 :L 4_051-------------- � Tonry neronr_ni � rr.iTooi nry ANCHOR CLUSTER - C5 ASTRAGAL OR --- I INTERLOCK INT. CENTERLINES I 3.5 I 1 I I I Q I 2.040 4.072 I _ i ANCHOR CLUSTER - C5 ASTRAGA[-------- I INTERLOCK INT j CENTERLINES I —�7 15 � I 3..5 � 2.0401 I I I 1 L--------4.051----J 4-TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 --------------TJUKD5-- INT. ASTRAGAL OR � � INTERLOCK I - CENTERLINE 13.5 I � 1.75 � 4.051 I I j 2.040 1 3.5 I I 2-TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C6 NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. .WsTRAGAL OR -II INTERLOCK INT' j CENTERLINES j I I I �3.5 � 4.046 2.0401 I I 5.368 I 4 70 I I I I I f ANCHOR CLUSTER - C5 oz Noes Miasl QfAe PruLLp! 6 o t 8.�4 I lc xe� Pe: TE OF S Mc osnyfo C Pot MAMIDADECOMMENIS ANCHORAGE, EXAMPLE CLUSTERS c� ••< O R 1OP`rN�\\\ SMC 47N7NP RB PER MiAM10ADE COMMENTS f07NOKOMIS,F =75 T� Il�ss�-•••••• \��\\ SERIES 670 ALUM. SGD -NON-IMPACT �NA�� E\.\\ SMCjll- A PERMAM/OWECOMMENTS P.O. BOX fGP9 sM.ON-I �' RobeR J.Amoruso, P.E. PRxn By GrbC NOKOMS, f134T7CSMC. WD67O NTS 13 m 25 PGT0001 C PE d49752 PRFPARFD RV-P INTERLOCK INT. CENTERLINE 3.5 Y 1 2.040 —4.046 0 0 I 4-TRACK, ASTRAGAL/INTERLOCK ANCHOR CLUSTER - C6 I ` I ` I � I EXT. 3.889 I - I I I I I I I 3.5 2-TRACK, 90° OUTSIDE CORNER SHOWN, 2-TRACK, 90° INSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - C4 USED FOR C3 AND C4 RACK, 90° OUTSIDE CORNER SHOWI :, 90° INSIDE CORNER SIMILAR (OPPI C6 ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS 03HSrl0 I O PERMIAMIDADECOMMENTS 0301/10 B PEI?M"aWECOMMEWS rr IiaHabne 11?899 I A PERM" DADECOMMENTS INT. 3.5 I I I ° I ° I I I 3.889 i i I I 1 � EXT. 2.040 �__ 2-TRACK, 90° INSIDE CORNER SHOWN, 2-TRACK 90° OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - C6 USED FOR C5 AND C6 --------------------------- i INT. 3.5 I NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. I I I I I ° I I ° I I I I r I r I I I I / Imes F290365' RION! _EMIr611(d� A 4 L a-. -__ 4-TRACK, 90° INSIDE CORNER SHOWN, 4-TRACK. 90° OUTSIDE CORNER SIMILAR (OPPOSITE) C8 ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS rO7ECHNOLOGroalvE ANCHORAGE, EXAMPLE CLUSTERS NOKOMIS, FL 34V5 [RX tax P.O. BOX 15n SERIES 670 ALUM. SGD - NON -IMPACT NOKOMIS, FL 34274 �"'' SGO670 NTS 'b"�' 14 125 o^�^ PGT0001 ST TE OF 411 4c; '(ORIpp����� I,ONA `��1,��. Robert J. Amoruso, P.E. PE 049752 2 1/16" O.C. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 SEE CHART, SHT. 1 CONCRETE 1" MIN. SEE CHART, SHT. 1 21/16" O.C. E.D. TYP. 1" MIN. 21/16" O.C. TYP. 2 1/16" O.C. TY E.D. TYP. TYP. EXT. EXT. " •: : ': ' %',: !• 1 3/8" MIN. —1 1 3/8" MIN. V ' SEE CHART +�•,:;;., SHT. 1 1/4" r 1/4" r EXT. MAX. J MAX. J 1/4" 1/4" SHIM SHIM WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 S HIM MAX. HIM EXT. DETAIL A, 2-TRACK FRAME HEAD DETAIL B, 3-TRACK FRAME HEAD ONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 SEE CHART SHT. 1 WOOD INSTALLATION WOOD INSTALLATION DETAIL C, 2-TRACK FRAME HEAD DETAIL D, 3-TRACK FRAME HEAD WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2x WOOD BUCK TYP., CONCRETE INSTALLATION CONCRETE INSTALLATION SEEANCHOR SEE ANCH.NOTE 3, 1X WOOD BUCK TYP„ NOTE 5 SHT. 1 SHT. 1 SEE ANCHOR NOTE 3, SHT. 1 (1/4" MAX.) 2 1/16" O.C., TYP. SEEANCHOR SEEANCHOR 1 NOTE 1M. 1 Q NOTE 5 SHT. 1 EXT. 1 — 11 (1/4" MAX) (I rCONCRETF 1 3/8" MIN. 2 1/16" 1" MIN O.C., TYP. E.D., TYP. 2x WOOD BUCK DETAIL E, 2-TRACK FRAME SILL TYP, WOOD INSTALLATION SEEANCHOR NOTE 3, SHT. 1 CONCRETE ANCHOR TYP., SEEANCHOR SEE ANCHOR NOTE 1, SHT. 1 NOTE 5 SHT. 1 n�" nnn (1/4"MAX.) I€I I� III IFl rC01 EXT. I ? 2 11T V. O.C., TTV. DETAIL H, 3-TRACK FRAME SILL CONCRETEI CONCRETE INSTALLATION EXT- 2 1/16" O.C., TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL J.4-TRACK FRAME HEAD CONCRETE INSTALLATION 2 1116" � r E.D. , O.C., TYP. TYP. DETAIL F, 3-TRACK FRAME SILL WOOD INSTALLATION SEE CHART SHT. 1 SEE CHART, SHT. 1 TART r. 1 I WW1 0"1/10 1 9 I PERMUWaWEOnMEN7s I 11)2&W 1 3/8" MIN. 2 1/16" O.C., TYP. EXT. SEE CHAI i,' .. ... SHT. 1 SEE CHART, SHT. 1' I ; DETAIL G. 2-TRACK FRAME SILL CONCRETE INSTALLATION 1" MIN ~�E.D., I� i 1 3/8" MIN. / WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 DETAIL I.4-TRACK FRAME HEAD WOOD INSTALLATION 2x WOOD BUCK TYP., SEE NOTE 3, 1 SHT. 1 WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SEE ANCHOR SHT. 1 NOTE (1)4" 1 3!8"MIN. 2 1/16/16" O.C., TYP. 1"MIN EXT. E.D., DETAIL K. 4-TRACK FRAME SILL TYP. WOOD INSTALLATION 7o TEOHNOLoGyo -E ANCHORAGE DETAILS NOKOMIS. FL W75 >4 P.O. Sox u2M SERIES 670 ALUM. SGD - NON -IMPACT NOKOMIS, FL SC74 — an.ec 1�*•" soos7o NTS 15 a 25 PGT0001 R ale Nf'A1 01 2010 pMUNI DO& r 0"" ooand I�p� l.. ,,�.-` JWES q',,i��i No * 1 .* e-4'7 I . TATE OF •�: �FS.(ORIQPG�Z�� Robert J. Amoruso, P.E. PE #49752 CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 1 ONCRETE SEE CHART 2 1/16" O.C., TYP. SHT. 1 SEE ANCHOR 1/4" MAX. SHIM 1/4" MAX. SHIM 2.04" � --►1 �: 0TE 5, SHT. 1 SEE CHART EXT. i.'.,1,.-. SEE CHART (1/4" MAX.) SHT. 1 %� •Y� SEE CHART EXT. SHT. 1 SHT.1 r. CONCRETE ANCHOR 4.051" I r 1/16" 21/16" 2 ., TYP., SEE O.C., TYP. MIN. EXT. ::•:•.'! D.C., TYP. ANCHOR .tom ` i O.C. NOTE 1, • • SEE CHART, SHT 9 � •.••,.... ;; ::� 3.5° DETAIL L. 4-TRACK FRAME SILL SHT. 1 TYPICAL JAMB CLUSTER FOR DETAILS } � •; CONCRETE INSTALLATION CONCRETE ? M, N, O, P, O & R ANCHOR 1 3/8" MIN. 1° MIN. TYP., SEE :.. � ASONRY DETAIL P, 2-TRACK FRAME JAMB /4" MAX. SHIM —+{ 1 3/8" MIN. ANCHOR CONCRETE INSTALLATION EXT 1/4" MAX. SHIM f+ NOTE 1, EXT. I SHT. 1 WOOD WOOD 1^ SEE CHART SHT. 1 ANCHOR ANCHOR MIN. 1/4" MAX. SHIM —►I TYP., SEE TYP., SEEEXT. ANCHOR .y •� .. ANCHOR CONCRETE SEE CHART NOTE 2, 2 1/16" DETAIL O, 4-TRACK FRAME JAMB SHT. 1 NOTE 2, O.C., TYP. CONCRETE INSTALLATION ANCHOR SHT. 1 SHT. 1 TYP., SEE +' 2X WOOD 1 3/8" MIN. ANCHOR BUCK 1/4" MAX. SHIM NOTE 1, SEE EXT SHT.1 - 21/16° ANCHOR O.C., TYP. 21/16" NOTE 3, DETAIL N, 2-TRACK FRAME JAMB 1" MIN. O.C., TYP. SHT. 1 WOOD INSTALLATION c; .•.,r'.' WOOD ANCHOR 2X WOOD BUCK TYP., SEE SEE ANCHOR ANCHOR —MASONRY 2 1/16" NOTE 3, SHT. 1 NOTE 2, DETAIL R, 3-TRACK FRAME JAMB DETAIL TRACK FRAME JAMB O.C., TYP. WOOD INSTALLATION WOOD FRAMING SHT. 1 CONCRETE INSTALLATION SEE CHART, SHT. 1 -HOOK MOUNTING ADAPTOR 1 3/8" MIN.21 P-HOOK MOUNTING ADAPTOR NCHORS LOCATED MID -SPAN ANCHORS LOCATED MID-SPAN BETWEEN P-HOOK BETWEEN P-HOOK INSTALLATION ANCHORS DETAIL O, 3-TRACK FRAME JAMB "' INSTALLATION ANCHORS a PR o 20 o WOOD INSTALLATION s ,•i " "�-CCONCRETE / MASONRY NOAB o 0 (GROUTED BLOCK ONLY) Ml—i wide cootnl MIN 1 3/4"MIN. ".C :..:; SEE CHART, �"���1`` ^� MIN. SEE - l N i,z — 1 1/4" MIN (.,..:..; : "+• SHT. 1 WOODANCHOR I \ I �L I' ANCHOR QTY. ROM TABLES EXT. ANCHOR OTY FROM TABLES .��QQ`t SEE ANCHOR NOTE 2, SHT. 1. SEE ANCHOR NOTE 2, SHT. 1.�p EES A� 2.693" MIN. 1A to 3B, SHTS. 6-11 PERTAIN 1A to 3B, SHTS. 6-11 PERTAIN l 00; �0 Ng •' G ��. EXT. TO THIS ANCHOR LOCATION, TO THIS ANCHOR LOCATION, ? Q: No 752 DETAILS, P-HOOK DETAIL T, P-HOOK 2.693" MIN. _ �y Ibl WOOD INSTALLATION CONCRETE INSTALLATION jI _ ATE OF :4LI Rnaer. �: x.N.� P sMc vansno C PERMAMIOADECOMMEN7S ANCHORAGE DETAILS 'D ar Pe^aivu: 1070 TECHNOLOGYDRlVE rz+r IFS •. �O R "��,�� ReY o vtD PER M(AM(DAOECOMMEN75 NOKOMIS,FLS4275 SERIES 670 ALUM. SGD-NON-IMPACT SMC 7}!I.- A PERMG4MIDADECOMMEMS P.O. BOX l49 u .r Dme: ce ." oc. NOKOMIS, FL 34274 ® s"mtaa"e sme sr.r a..nnra SMC OB/05709 SGO670 NTS 16 m 25 PGT0001 c Robert J.Amoruso, P.E. PE 7J49752 WOOD FRAMING SEE CHART, SHT. 1 ONCRETE / MASONRY 1 3/8"MIN. P-HOOK MOUNTING ADAPTOR P-HOOK MOUNTING ANCHORS LOCATED MID -SPAN (GROUTED BLOCK ONLY) ADAPTOR ANCHORS BETWEEN P-HOOK LOCATED MID -SPAN Oo INSTALLATION ANCHORS •il '• r ".:.. BETWEEN P-HOOK INSTALLATION ANCHORS h • .:}, '+';. ,....., , .;.:.. .• �,." SEE CHART, 1" MIN. 1 3/4" MIN. 1 114" MIN. n. SHT. 1 —WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1A to 3B, SHTS. 6-11 PERTAIN TO THIS ANCHOR LOCATION, 2.693" MIN. DETAIL MM, P-HOOK FOR BOX RISER WOOD INSTALLATION SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1A to 3B, SHTS. 6-11 PERTAIN TO THIS ANCHOR LOCATION, 2.693" MIN. DETAIL NN, P-HOOK FOR BOX RISER CONCRETE INSTALLATION DETAIL'V', SHT. 20, L #10 X 1.50" `�- ANCHORAGE DETAILS W PH SMS F-=------ ����==-_� &'C', SHT.15 PANEL CORNER __I«---T, B _ _ _ _ _ i l e PANEL a ii PANEL o! PANEL PANEL a DETAIL n n TYPE n n TYPE u TYPE TYPE n 'A' o e 'OS' o n n e n I I 'AS' W l o all l o i o o u o ETAIL'EE', SHT. 21, ANCHORAGE DETAILS'N' #8 X 1.00" PH SMS (OPTIONAL) iio o li u I n oil in SEE r ( &'P', SHT. 16 \ 7 i i c i ii m;i NOTE .�` 3, SHT. Bue R o i o t l o n o I I 18 DETAIL'BB', SHT. 21�-� iio in ii 116�=—teemed bee=_—__d r EXT. \ rt I \ DLO WIDTH = NOM. PANEL \ �DETAIL 'U', SHT. 20, DETAIL 'KK', SHT. 22 WIDTH -7" DLO HEIGHT =NOM. PANEL HEIGHT -8.25" ANCHORAGE DETAILS'E' %* &'G', SHT. 15 XX-90° CORNER-XX (2 TRACK INSIDE 90° CORNER) INT. FRAME CORNER ,".......AMo'. �� �` "�oENs '-. �' �0;' GcP'i 'SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES DETAIL `�. QC No 4 05� AO HORIZONTAL SECTION B-B * — TAI I F S �� SAC avtanD C .LL PERMWMMWECOMMENis f�NOKCQMIS, ANCHORAGE DETAILS/ SAMPLE ELEVATION � S''• ........ SMO a407H0 BRM�as PER MIM9 DADE COMMENTS °Su ° FL [�G. SERIES 670 ALUM. SGD - NON -IMPACT SMC 1 ff/P'D9 A PFR MWMIDADECQNMENiS P.O. BOX f54 — rnaS o�c SMC O 08/OS�09 a,ama a"a• NOKOMIS, FL 34274 �m xearc scDe7D NTS a_7 �+^� 17 d 25 PGT0001 C Robert J. Amoroso, P.E. PE #49752 I DETAIL'CC', SHT. 21-\— fDETAIL'BB', SHT. 21 NOTES: tDETAIL'FF, SHT. 21, \vI \ J1 ETAIL'V', SHT. 20, ANCHORAGE DETAIL'N' & DETAIL'EE', SHT. 21, E 'P', SHT. 16 ANCHORAGE DETAILS'N' ANCHDETORAGORAG ' &'P', SHT. 16 & C., SHT.11 15� PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' D. A' M S SEE D NOTE TAB 3 a b a D / X. T. P LES l / DETAIL'U', SHT. 20, �r SEE FRAME & ANCHORAGE DETAILS'E' PANEL CORNER OXXX (2 TRACK) &'G', SHT. 15 CONSTRUCTION DETAILS SHT. 17 EXAMPLE DETAIL'CC', SHT. 21 DETAIL'BB', SHT /DETAIL'DD', SHT.21, DETAIL'AN, SHT.21,\ ANCHORAGE DETAILS'Q' ANCHORAGE DETAILS'S' & 'T', &'R', SHT. 16 SHT. 16,'MM' &'NN', SHT. 17 M F S TAI DETAIL'X', SHT. 20, ANCHORAGE DETAILS 'B' & 'D', SHT. 15 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE � POCKET EE UNDER i IP / / / / SEPARATE! ILES SEE APPROVAL! NOTE 3 i a a Q x f, OXXXp (3 TRACK RIGHT POCKET) DETAIL'W', SHT. 21,-/- EXAMPLE ANCHORAGE DETAILS'F &'H', SHT. 15 M15110 I C PERM"DADECOMMEMB ta• ReWi°tis 0:4D1/f0 B PER MlAMIDADE COMMEMS ra R"Neha 1129M9 I A PERMMMIDADECOMMEMS 1. SEE SHT. 19 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS. 20-22 FOR SECTION DETAILS AND SHTS. 6-17 FOR ANCHORAGE DETAILS. 2. DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT= NOM. PANEL HEIGHT -8.25" 3. (1) LOCK (ITEMS 70 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. DETAIL'V', SHT. 20, ANCHORAGE DETAILS W �_______ &'C'. SHT. 15 —fist----n-----+ti A !! o PANEL a !i PANEL u PANEL PANEL A ` rSHT.21, f n TYPE n u TYPE n TYPE TYPE ANCHORRAA ANCHORAGE DETAILS'N' o W ii ii CS' o QS' K' &'P', SHT. 16 n n If n fill of ni fin o u u fill i nn ui / / MAX. HT. DETAIL'BB', SHT. 21 u o o n o f SEE \ no oa ni DP \ / !! u u u Au fin o o Jul !! i u ii o! SEE NOTE 3 TABLES DETAIL'JJ', SHT. 22 fill f a ui INT. 01 Ell_------=yL_u=u aJ , ) •_ \-��/ EXT. DETAIL'U', SHT. 20, HORIZONTAL SECTION A -A XX-90° CORNER-XX (2 TRACK ANCHQRaGa DETAILS 'E' c SHT. 5 90°OUTSIDE CORNER) - EXAMPLE NOKOMIS, FL 34275 P.O. BOX IM NOKOMIS, FL 34274 DETAIL'BB', SHT. 21 DETAIL'HH', SHT. 21, DETAIL'Z', SHT.21, ANCHORAGE DETAILS 'M' &'0', SHT. 16 ANCHORAGE DETAILS T &'J', SHT. 15 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE .M. F' 'F' K' M S D SEE TAB NOTE X X X X X. r. LES DETAIL'Y', SHT. 20,-/- XXXX (4 TRACK BY-PASS) ANCHORAGE DETAILS'K' EXAMPLE SHT. 15 &'L', SHT. 16 omWm EXAMPLE ELEVATIONS SERIES 670 ALUM. SGD - NON -IMPACT ® Svia'MbOe[ emlx Wmt Om,1RNo. R SGD870 NTS 18 - 25 PGT0001 lifill fti �� MFa�l Ade ietckaYW 01; Robert J. Amoruso, P.E. PANEL LETTER PANEL LETTER NOTE: P SINGLE SINGLE FIXED J LOCKSTILE 1. SEE DP TABLES FOR INTERLOCK LOCKS77LE (saxwl IN PANEL WIDTH & APPLICABLE ASTRAGAL 8 R FIXED SINGLE LOCKSTILE ezmINTERLOCK 11/j LOCKSTILE SINGLE INTERLOCK INTERLOCKS. TASTTIur LOCKSTILE CS RECEIVERINTERLOCK OToxowl T FIX ASTRAGAL� INGLEE CORNER SNTERL IN LOCKSTILE LE � SC / CK RECEIVER (eaxn0 SFIXED AS7R4GAL CORNER SINGLE 4 INTERIOR amain LOCKSTILE OUT' QS LOCKSTILE INTERLOCK (ALL PANEL TYPES) SFIXED ❑ ASTRAGAL SINGLE CORNER EXTERIOR LOCKS77LE py SQ INTERLOCK LOCKSTILE leox110 L SINGLE ASTRAGAL /� �1CR CORNER INTERLOCK OUT /"y J INTINGLE ERLOCK (eazDUT1 LRAS GAL SINGLE SINGLE OUTINTERLOCK SA INTERLOCK RECEI ERR �axDDTI N ASTRAGAL INGLE CI CORNER SINGLE IN INTERLOCK/eozarr) K LOCKSTILE INTERLOCKSINGLE C AS %%� INGLE ORNER SNTRLOCK I77NNra' INTERLOCK /V I LCOCKSTILE (eaxw/ 8 SINGLE ------------ SINGLE INTERLOCK INTERLOCK CF CORNER FIXED RECEIVER LCKSTI LE F GLE INTERLOCK FC FIXED CORNER /NTELOCK LOCKS77W RECEIVER EINTERLOCK CK INTERLOCK pp INTERLOCK LOCKSDILE K SINGLE -4) INTERLOCK LOCKSTILE RR LOCKSTILE INTERLOCK U ASTRAGAL LocxsncE (eaxOvrJ Our - M�t`a�ml;�R� Ra`btt2 U ASTRAGAL IN LOCKSTILE �+ �' (eDzwl ASINGLE LOCKSTILEINTERLOCK goie� p LOCKSTILE SINGLE EIV ,.o�:: ;., INTERLOCK T: N 407 tocKsnLE ASTruCAt DUT --v (eaxoarl R,.,e er Rw1vlonr. SMC C PERMLWIDADECOMM94TB PANEL TYPES 'ice -•C R40Pr`� ,��4is�0►VAL����,` ar,,,,,,,1.%�` Robert J. Amoroso, P.E. PE 949762 SMc osM6110 OSO1H0 H PERMMMIDADECOMMENTa 10707ECJINOLOOYDRNE NOKOMIS,FL34275W. P.O. eox 1529 NOKOMIS, FL 34274 1°� SERIES 670 ALUM. SGD - NON -IMPACT 's c °°i+7 A PERMLIM OADECOMMINTS a By., SMC o.�c p,oaoa 08/OS/09 Dd.: �b0et > ar�..e SGD670 NTS f9 m 25 EOM' PGT0001 n.. C SILL RISERS OPTIONS 19 EXT. 1.567" FLUSH BOX SILL RISER 18 EXT 1.58T FLUSH FLAT SILL RISER 113 �Ir 1; �; ss EXT. LA u DETAIL'V' FIXED PANEL—\ SHOWN EXT. 23 21 5' EXT. 9 _j LOW BOX SILL RISER 20 2.555' EXT. LOW FLAT SILL RISER 1 l 3 t 113 I ss EXT. _ DETAIL'X' FIXED PANEI SHOWI 3.305' EXT. J MEDIUM BOX SILL RISER 22 I 3.305' EXT. MEDIUM FLAT SILL RISER XED PANE SHOM za EXTERIOR INTERIOR (ALL VERT. SECTIONS) 4.055' 2 112 EXT. EXT. 45 52 51 53 HIGH BOX SILL RISER 53 52 51 � z5 DETAIL'LL' SCREEN as AT HEAD 48 47 c 112 EXT. 4.055" 2 DETAIL'MM' SCREEN EXT. �+J—j AT SILL HIGH FLAT SILL RISER DETAIL'Z' pre APAr B o P(OAN-A 82 - �3 Miami Dada f .&w Gamed _ *: Ibl' * DETAIL'U' DETAIL'W' DETAIL'Y �` �9 E OF .•1,U: rrareaer Defa' rmrte w.mnn.. .0 p ���� SMC 03psi•, sio C DAVE COMMENTS 1070TECHNOLOOYDRNE VERTICAL SECTION DETAILS R i0•••��`�� �j, s •....... S Rrvavc SMC IXWll10 B PER MIAMI&MECOMMEN75 NOKOMIS, FL 3075 670 ALUM. SGD NON RamL ay. Svc 7b. 17z; 7leplsbe: A PERMa1MIDADECOMMEN7S P.O.BOX1529 NOKOMIS, FL U174 ® SERIES h sub - stirt -IMPACT °iMpNO' - Robert J. Amonlso, P.E. -w SMC 08N5/09 Lt�ea IZIA nm: SGD670 NT$ 20 a 25 PGT0001 C PE #49752 STANDARD ASTRAGAL AND STILES 62 111 63 60 OR 61 65 li DETAIL'BB' Ut I AI L 'LL Ut 1 AIL "AA' 0311.'Vfo I C I PERM"DAOECOMMENIS oz xeB 0.191n0 B I PHiM1AM1OA0ECOMMENlS ifI18�09 A I PERMlgM111 DA0ECOMMENls DETAIL'EE' HEAVY DUTY ASTRAGAL AND STILES DETAIL'DD' (FIXED PANEL) 14 5 60 OR 61 113 106 105 AT MIDSPAN DETAIL TP (FIXED PANEL) DETAIL'HH' 15 112 52 40 51 53 TAIL'NN' SCRI ATJAMB 4 INTERIOR (ALL HORIZ. SECTIONS) rAT EXTERIOR N3 PAN DETAIL'GG' (FIXED PANEL) 'ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHTS. 6-8 FOR DP (PSF) ASSOCIATED WITH STILE HORIZONTAL SECTION DETAILS 1070 TECNNOLOGYDRW NOKOMIS, FL W75 TMh' SERIES 670 ALUM. SGD - NON -IMPACT P.O. sox Ise NOKOMIS, FL 39274 sco670 NTS 21 25 PGT0001 LLC t5 DETAIL'II' Y (� —r Btle R D 2D mom D Mis®1.1 D+de P,,.& t Cft a No rJI752I(b.o -_ T04 I F W ORIOPG\a: ..,�SlpNA`'�N��.. Robert J. Amoruso, P.E. PE #49752 5.9 PH' 321-640-1788 FA 5 7 11 NEE 9y �4a yh—I (90° OUTSIDE CORNER, 2-TRACK SHOWN) (90° INSIDE CORNER, 2 TRACK SHOWN) No V 5 v S9 A E OF swc fsno �c PER MAMIDADECOMMENTS }O70TECHNOLOGYDRNE HORIZONTAL SECTION DETAILS, CORNERS �CCSc�ORIOP,`��`�� SMC iH0 ✓La PERMUM164OE COMMENTS NOKOMIS, FL 54P75 T� ,���iSo+O(1JA, `%;`\\\` sMcEll,-- A PERMAMIII4DECOMMENB P.OMIS FL 4 SERIES 670 ALUM. SGD - NON-IMPACTNOKOMI$ FL 34274 ® s°" — 3is0 °°'�°M' Robert J.Amoroso,P.E. Sros7o NTS 22 a 25 PGT0001 C PE 949752SAWN9 RJA ITEM PGT Dw9. # I PGT. # Description 1 17306 617306 2-TRACK HEAD 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 3 17309 617309 3-TRACKHEAD 4 17312 617312 4-TRACK HEAD 5 17314 617314 FRAME SCREW COVER 6 17317 617317 FRAME HEAD'JAMB ADDLON 7 17304 617304 2-TRACK SILL 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 9 17307 617307 3-TRACK SILL 10 17310 617310 44RACK SILL 11 17313 617313 FRAME SILL TRACK INSERT 12 17315 617315 FRAME SILL SCREEN ADQON 13 17316 617316 FRAME SILL SCREEN END ADDON 14 17305 617305 2-TRACK JAMB 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 16 17308 617308 3-TRACK JAMB 17 17311 617311 4-TRACK JAMB 18 17322 617322 SILL RISER-0 19 17319 617319 SILL RISER -O HOLLOW 20 17321 617321 SILL RISER - LOW FLAT 21 17318 617318 SILL RISER - LOW HOLLOW 22 17355 617355 SILL RISER -MED FLAT 23 17354 617354 jSIUL RISER-NED HOLLOW 24 17320 617320 SILL RISER - HIGH HOLLOW 25 17323 617323 SILL RISER - HIGH FLAT 26 17333 617333 POCKET DOOR P-HOOK 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 28 17334 617334 POCKET DOOR P-HOOK MOUNT 29 1 17335 61733E P-HOOK COVER 30 1 17348 617348 POCKET DOOR P-HOOK FOR BOXRISER 40 4319 612258 SCREEN SIDE RAIL- LOCKSTILE 41 7LOCKWGSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN DOUBLE INTERLOCK 45 4317 612256 SCREEN TOP RAIL 46 4318 612257 SCREEN BOTTOM RAIL 47 668 7SRAZ STANDARD ROLLER 48 668 7SRAX STANDARD ROLLER - ST. STL. 49 4344 64344 SCREEN ASTRAGAL 50 17349 617349 OXD SCREEN ASTRAGAL ADAPTER 51 1692 61692 SCREEN SPLINE-.165 52 1694 61694 SCREEN SPLINE-.150 53 618IBC20 SCREENCLOTH 54 1725 112' x 4" x 1116" SITTING BLOCK 55 1726 1"X4" X1116" SITTING BLOCK REM PGT Dw9. # PGT. # Description 60 17325 617325 PANEL STILE 61 17326 617326 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB WSTP. -THIN (INSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 67 17329 617329 ASTRAGAL ' 68 17339 617339 HEAVY DUTY ASTRAGAL 69 17324 617324 TOP 8 BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1695 71695 1 112' X1"X34" HIGH FIN SEAL LUST PLUGS 72 8153 78153X TANDEM ST. STL. ROLLER ASSY. 73 8163 78153N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW 899 OR 995 75 8185 78185X GEMINI MORTICE LOCK W7LONIG TRIM PLATE (SPLY) 76 71032X1FPFX #10.32 X1" FL. SS SCREW Wl TYPE "F"TIP 77 7103239 1M2 STEEL ZINC U-NLIT 78 17358 617358 3116 & 114 OGEE BEAD HORIZONTAL 79 17357 617357 1"IG BEAD HORIZONTAL 82 1224 BTP247K VINYL BULB WEATHERSTRIP 83 IGTAPE 112"X 1116" SINGLE SIDE ADHESIVE TAPE FOR IG BEAD 100 8052 48052 ROLLER ADU. HOLE PLUG 101 72087 JAMB BUMPER 102 1696 71696 DUST PLUG 103 8186 78186X 1" KEEPER 104 653 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 FIXED PANEL CLIP - 6" LONG 106 17352 617352 EXTERIOR R>ED PANEL RETAINER 107 1739 71739 HANDLE KIT- INTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT- RAISED EXTERIOR HANDLE 109 1731 78162SN HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN 110 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL 111 710X34PPSDAX 91OX3/4" PH. PN. TEK - S.S. 112 1235 67S16 WSTP,.270 X.170-FIN SEAL 113 1712 64OW .187X.230 FINSEAL 114 710X115PPX #10X11/2' 115 71 WPT NIOX1" 116 720X1X #14-20 X1" ST. STL. 117 72GX112X 91420 X1.5" ST. STL, 118 17336 617336 CORNER RECEIVER 119 17337 1 617337 OUTSIDE CORNER ASTRAGAL 120 17338 1 6117338 IINSIDE CORNER ASTRAGAL GLASS 3116 TEMPERED 208 GLASS IIG 3/16.316 FULLY TEMPERED 201 1 1 GLASS 1 114 TEMPERED 209 GLASS JIG 114-114 FULLY TEMPERED plw§b p kAPRI o 1 o1lp NOA/0 O MH.ui !lode Pevd.d NOTE: ALL ALUMINUM = 6063 T6 Va M �I P ir= RaraeMC I OYI&10 I�C PERM/AMIOAOE COMMEN73 f070TECHINOLOGYORIVE NOKOMIS, FL W75 PARTS LIST ✓��(Qs • ; O R 1 V;: 0\\\, S� iH0 PERMIAIWOAOECOMMENTS SERIES 670 ALUM. SGD - NON -IMPACT o� BBB SMC fv28N0 A PERM0iNI0ADECOba1ENB P.O. 1529 NOKOMIS. FL 34274 ® RobertJ. Amafaso, P.E. PE049752 5--- . SMC 06 OBtom c1i.y®n Rra Oela SaB 7 SN s! 6i°°N' scoa7B NTS 23 d 25 PGT0001 — C 1.303" 0 080" -�{I Ij�- 0.718" 1.050" 0.83. 1.050. 1.003" 0.062" I I DE � 1.I 0.325' 0.050 0.779" 0.709" 1.162" 0.752 0.289" 0.062" J 0.062" 0.264. 0.080" 0.050" 0.050jj-0 .757" I I� �I L 0.550" 1.739- INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) SILL TRACK GLAZING BEAD (I.G.) FIXED PANEL CLIP FIXED PANEL RETAINER INTERLOCK (65) MAT'L:6063-T6 (5) MAT'L:6063-T6 (78) MATL:6063-T6 (11)MAT'L:6063-T6 (79) MATL: 6063-T6 (105)MATL:6063-T6 (106) MATL: 6063-T6 (62)MATL:6063-T6 3.802" 0.752' dL-j' � 1.16� 0.885" 0.233" 0.062 P-HOOK SCREW COVER 0.080"" (29) MATL:6063-T6 0.281" --1 Ir 2.304" 0.79 0.062"p OPTIONAL P-HOOK MOUNTING ADAPTOR (28) MATL: 6063-T6 P-HOOK FOR BOX RISER HEAVY DUTY ASTRAGAL 3.802" STANDARD ASTRAGAL (68) MAT'L: 6063-T6 (30) MAIL: 6063-T6 (67) MAIL: 6063-T6 [�� 1 4.125" 4 4' 0.574" I I � "-� 0.062" 0.075" 1.6" 0.133" � 0.062" G � 1.304" 1.6" � P-HOOK I. -j 3.125" (26) MATL: 6063-T6 {I.-- 3.25" STANDARD STILE 3.125" TOP/BOTTOM BOTTOM RAIL (60) MATL: 6063-T6 HEAVY DUTY STILE (69)MATL: 6063-T6 -1 1.872" 0.232" (61) MATL: 6063-T6 f 0.750" 0.750" 1.019" 0.062" 1.467" SCREEN STILE I 0.232" 0.062" 0.062" (40) MATL: 6063-T6 0.062" -�� 0.750" FLUSH FLAT SILL RISER 0232" psi o (18) MATL: 6063-T6 NOAY 0.232" 4.055" 3.305" FT 3.955" ud 2.555" 0.062" 3.205" 2.455" j -1 �7" OPT jpMES q�i j I] 0.062" �� 0.062 -►ice 0.062" --ice No 752I� o HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER (24) MATL: 6063-T6 (23) MATL: 6063-T6 (21) MAT'L: 6063-T6 09) MATL: 6063-T6 (20) MATL: 6063-T6 (22) MAT'L: 6063-T6 (25) MATL: 6063-T6 T� III I F •;� R..d BY. IIeW RaYbns o.Wrvc : �.,• O R 1 . - •�� SMC 0"6/10 C PERMMMfDADE COMMEMS QP• ��\` m Rmi"Im": 1070 TECNNOLOOYORNEXTRUSIONS CE I�ss •••• - �%�� suc onvlo B PER MAAffDADECOMMEN7S NOKOMIS,FL34275 R .r. o m: SERIES 670ALUM. -NON-IMPACT Rmbb� /Ji111110 SMC 11Q9N9 A PERMNMID40ECOAMOVIS P.O. BOX1529 omrrey 0= -. 0�z NOKOMIS, FL 34274 �"' Robert J. Amoroso, P.E. n - -.. Sco57O NTS 24 > 25 P13T0001 C PE #49752 I+-- 5.069" � 8.562" 1.505" 0.081" 0.080" 2-TRACK HEAD 4-TRACK SILL (1) MATL: 6063-T6 (10) MATL: 6063-T6 6.198" `� 0.081" � 2-TRACK HEAD W1 SCREEN TRACK (2) MATL• 6063 T6 �1 F� 0.875" 1.99933"i l -v(�- 0.062" SCREEN BTM. RAIL (46) MATL: 6063-T6 1- 1.045" 1.993" 0.062" 6 221" SCREEN TOP RAILIL 7.105" (45) MATL: 6063-T6 1.505" Fn 1.211" 1 0.080" �{ 1.36" 2-TRACK SILL W! SCREEN TRACK 0.08. ° (8) MATL: 6063-T6 3-TRACK HEAD f31 MATT • ROR3-TR 6.526" I 1.505" 1 0.080" 3-TRACK SILL (9) MATL- 6063-T6 4.49• 9.142" Rh�- 0 1.505".081" �- 1.211" 0.080" K SILL (7) MATL: 063-T6 4-TRACK HEAD 0.081• (4) MATL: 063-T6 7T1 5.621" I 1.6• 1.6" 4" INSIDE CORNER ASTRAGAL (120) MATL:6063-T6 OYIN10 C PERMWABDADECOMMENTS &lffil B PERMf4MIDADECOMM8ffS B llr2& 9 A PERMAMIDADECOMMENIS 1.03" 1.498' 0.133" 2.893' I 0.080, L 5.621" 2.826" �1 OUTSIDE CORNER ASTRAGAL (119) MATL: 6063-T6 CORNER RECEIVER (118) MATL:6063-T6 NOKOMIS, FL 34275 P.O. BOX 152E NOKOMIS, FL 34274 7.105" 3-TRACK JAMB (16) MATL: 6063-T6 EXTRUSIONS »e" SERIES 670 ALUM. SGD - SGD670 I NTS 1 25 d 25 7 1.36" 0.0181" 5.069" 2-TRACK JAMB (14) MATL: 6063-T6 4-TRACK JAMB (17) MATL: 6063-T6 PGT0001 01 �8" 2-TRACK JAMB Wl SCREEN TRACK (15) MATL: 6063-T6 •wrwir r�DAfwrAd W Irlfi� d�dlA� BU�Q�CCb�Aee __. Robert J. Amoruso, P.E.