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Home My WebLink AboutSUBMITTED PAPERSDATE: PERMIT NUMI PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue 34982 SCANNED Fort Pierce, FL (772) 462-1553 BY fit. Lucie County APPLICATIONFOR REPLACEMENT OF WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS L LOCATION/SITE ADDRESS: 0(J(U,VIMyive,AL3Ds 2. PARCEL ID NUMBER: Q)ll j O I)a % 000 3.. DESCRIPTION OF PROJECT OR WORK ACTIVITY: � V)�- A(I )+1a1 A J, -yIR- 1 m souk 4. TYPE OF MUC TURF: SIR MOBILE 5. OWNERS INFORMATION 6. Name: Wi U A Ctd oy"ek _ Address: to a v; u 61yV Vlfd City:'%LA �anck State: V-L- Zip: 2�13lp"1 Phone: SH 41- L(L�0 OTHER CONTRACTOR'S INFORMATION FL Reg/Cert #: C6Qjgg,-4 L 2, County Cert #: 00 5 -39 Business Name: 6--,1myeL ti o, I td, ,n of y o I v1c . Phone Number: 95 L( - 9 7- 32 71 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 # 20 mph 30 mph 140 mph Windows & Skylights. L- Exposure B _ 59, S S 5 P 61 19100 P 7 Exposure C . Overbead.Garage Doors . _ < 30' -. F &C. Table 1609.6 (1) + 1609.6 (2) B- Size C- Size 7. VALUE. OF CONSTRUCTION: $ q, SDO FEES DUE: RECEIPT: owNmws AFFmAvff: I certify that all of the information contained in this application is correct Bad that all work will be done in compliance with all applicable laws regulating con ction and zoning. -rA "ki yx PRINT QUAtHIERSIOWNERSNAME SIG ATURE OF QUALIFIERIOWNER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED B ORE THIS 1 ` I DAY OF tI/a A.-\ 20_L:;-� BY WHO ZONALLY KNOWN TO R WHO HASPRODUCED— AS IDENTIFICATION. , 1lLiI�Q �� i8',T OF FLORIDA SIGNATURE OFNOTARY TYPEORPRINTNAME Olt. NM,AP$��.5t1ri3 ROiri3ri 19" Cammr�jion # EE032999 TITLE NOTARY PUBLIC COMMISSIONMWER = i .E---9E4, 07, 2014 NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENTB4 P T bU � 1N� OU 2IN PAYING ST. LUCIE-COUNTY lrnyl Siding TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING'' CONSULT WITH YOU] LENDER OR AN=ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT ] Attach 2 copies of the ' NOA or Plorida approval with details to tiie Jodnat. be3iag: 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 permitreview process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: ........................................ .... Indicate the street address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER ........:.:................ ........................ ...... indicate the Property Tax Identification Number for the property on which the building activity is taking.place. 3. 4. 5. 6: DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. OWNERS INFORMATION :................................................. Indicate the name and address of the owner of the property on which the product is to be installed. CONTRACTORS INFORMATION ..................................... VALUE OF CONSTRUCTION :........................................... 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 Iater 4:30 P.M. each business day... No applications will be accepted for processing after: 4:30.P.AL 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: 00"S AFTER RECORDING -RETURN TO: JOSEPH E. SMITH, Ct, +, OF THE C?RCUIT COURT SAINT LUCIE COUNT, LE - 6 0Z 2 at u5 7 c;A PERMIT NUMBER: NOTICE OF COMMENCEMENT 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: y 5 o a " `( OO d) 0 00 -Y SUBDIVISION BLOCK TRACT LOT BLDG UNIT 1 00gq S . oCna-►n 'Dr- $k3b S" dgen en 18wax+g, E 2. GENERAL DESCRIPTION OF IMPROVEMENT: I lnsLi a 11 31ALkiq gdoe �,s 3. OWNER INFORMATION: a. Name µt I • V eLK A Pwqd Vhnte.kra, b. Address IO a 5 L1 w OI,,ci wot u . ► lm yja ,l. Of i— 3 301a 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: .28&n 08A_1 v0_ W 1n ONCi.. 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 �. 096c al; awwev, Signature of Owner or Print Name and Provide Signatory's Title/Office Owner's Authorized Officer/Director/Partner/Manager State of Florida County of R)c We i L The foregoing instrument was acknowledged before me this _day of f 20 _. By MA 1Va e&1Qy * , as &0-t a (Name of person) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) For (Name of party on behalf of whom instrument was executed) Personally Known or produced the following type of ID: NOTARY PUBLIGSTATE OFTLOP4DA Krikina Roiiian Q Commission # EE0329,9.9, ` Ex Tres; KVl4.VICAR OmaA p ocT o�; zai°4' . (Printed Name of Notary Public), ignat re of Notary Public) 'BONnID ttreTcn[vrtcBo INoco.;IIVtA; 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 02.525, Florida Statutes). By: -Signatu e(s) of Ow s) or Owner(s)' Authorized Officer/Director/Partner/Manager who signed above: By Rev. 08/30/2007(Recording) QUALITY CONTROL HOWARD J. MILLER, P.E., INC. Specialists in CONSULTING ENGINEERS Construction Inspection 3850 N.W. Boca Raton Boulevard •Suite #1 Condominium Boca Raton, Florida 33431-5848 Residential (561) 392-2326 • FAX (561) 392-2912 Commercial E-mail: millerengineers®aol.com Industrial C.A.: 3358 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 PERMIT # SLC-1202-0114 SLIDING GLASS DOOR n UNIT 305 Gentlemen: LICENSED SPECIAL INSPECTOR OF THRESHOLD BUILDINGS Steven D.Young, P.E. President July 17, 2012 Our firm performed visual inspections of the sliding glass door installation at Unit 305 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. JUL rmy cc: Restoration Technology SteAo't ri Flonda Registration No. 45437 kert.Wfmaldoor.305.7-17-12 CONDO O a �® U j � m G CI - Page 1 of 2 Angel Cabrera Restoration 10044 South Ocean Drive # 305 Date 2/7/12 Jensen Beach, Florida 34957 Technology MARK A V l0 N U7 107.5" PGT SGD-770HP Sliding Glass Door N OA. 09-0826.12 Approved DP +60 - 110 Required DP +59.5 - 59.5 Page 2 of 2 Angel Cabrera Restoration 10044 South Ocean Drive # 305 Date 2/7/12 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 ,.Of Tributary Area (Sq Ft) 1 30 Height 10 15 20 25 35 40 1 45 1 50 61-70 ft -54.1 -54.1 -54.1 -53.4 -52.8 -52.3 -51.9 -51.6 -51.2 +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 90 ft -57.0 57.0 57.0 56.3 -55.7 -55.2 -54.7 -54.4 54.0 +57.0 +57.0 +57.0 1 +55.9 +55.0 +54.3 +53.6 +53.0 +52.5 -58.3 -58.3 -58.3 57.5 -56.9 -56.4 -56.0 -55.6 -55.2 100 ft +58.3 +58.3 +58.3 +57.2 +56.3 +55.5 +64.8 +54.2 +53.7 -59.5 -59.5 &IM -58.7 -58.1 -57.6 .57.1 -56.7 -56.3 11011 +59.5 +59.5 RM +58.3 +57.4 +56.6 1 +55.9 1 +55.3 +54.8 -60.6 -60.6 50.6 59.8 -59.2 58.6 -58.2 -57.7 .57.4 '0 ft +60.6 +60.6 +60.6 +59.4 +58.5 +57.7 +57.0 +56.3 +55.8 -61.6 -61.6 -61.6 -60.8 -60.2 59.6 -59.1 -58.7 -58.4 �JO ft +61.6 +61.6 +61.6 +60.4 +59.5 +58.6 +57.9 +57.3 +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 +61.4 +60.4 +59.6 +58.8 +58.2 +57.6 -63.5 -63.5 -63.5 -62.7 -62.0 -61 A -61.0 -60.5 -60.1 150 ft +63.5 +63.5 +63.5 +62.3 +61.3 +60.4 +59.7 +59.0 +58.5 -64A -64.4 -64.4 -63.5 -62.9 -62.3 -61.8 -61.4 -61.0 +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 ]70ft +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 -64.4 -63.8 -63.3 -62.9 -62.5 +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 +64.4 +63.5 +62.7 +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 +662 +65.1 +642 +63A +62.7 +62.1 -68.2 -68.2 -68.1 -67.3 -66.6 -66.0 -65.4 -65.0 -64.6 210 ft +68.2 +68.2 +68.2 1 +66.8 +65.8 1 +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 -65.8 230 ft +69.5 +69.5 +69.5 +68.1 +67.0 +66.1 +65.3 +64.6 +64.0 940 ft -70.1 -70.1 -70.1 592 -68.5 -67.8 -67.3 -66.8 -66.4 +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 -67.4 -67.0 +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 dft270-71.9 +71.3 +71.3 +71.3 +69.9 +68.8 +67.8 +67.0 +66.3 +65.6 -71.9 -71.8 -70.9 -70.2 -69.5 -69.0 -68.5 -68.1 +71.9 +71.9 +71.9 +70.5 +69.3 +68.4 +67.6 +66.8 +66.2 -72.4 -72.4 -72A -71.5 -70.7 -70.1 -69.5 -69.0 -68.6 280 It +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 -71.2 -70.6 -70.0 -69.5 -69.1 290 It +72.9 1 +72.9 1 +72.9 +71.5 1 +70.4 1 +69.4 +68.6 +67.8 1 +67.2 EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF) - Zone 5 Roof Tributary Area (Sg Ft) 30 Height 10 1 15 20 1 25 35 40 1 45 50 61-70 It -99.1 -99.1 -99.1 -96.4 -94.1 -92.2 -90.5 -89.0 -87.7 +54.1 +54.1 +54.1 +53.0 +52.2 +51.5 +50.8 +50.3 +49.8 80 ft -102.0 -102.0 -102.0 -99.1 -96.8 -94.8 -93.1 -91.6 -90.2 +55.6 +55.6 +55.6 +54.5 +53.7 +52.9 +52.3 +51.7 +51.2 90 ft -104.5 -104.5 -104.5 -101.6 -99.2 -97.2 -95.4 -93.9 -92.5 +57.0 +57.0 +57.0 +55.9 +55.0 +64.3 +53.6 +53.0 1 +52.5 100 ft -106.9 -106.9 -106.9 -103.9 -101.4 -99.4 -97.6 -96.0 -94.6 +58.3 +58.3 +58.3 +57.2 +56.3 +55.5 +54.8 +54.2 +53.7 110 ft -109.0 -109.0 -109.0 -106.0 -103.5 -101.4 -99.6 -97.9 .96.5 +59.5 +59.5 +59.5 1 +58.3 +57.4 +56.6 +55.9 +55.3 +54.8 ft -111.1 -111.1 -111.1 -107.9 -105.4 -103.3 -101.4 -99.7 -98.3 120 +60.6 +60.6 +60.6 +59.4 +58.5 +57.7 +57.0 +56.3 +55.8 130 ft -112.9 -112.9 -112.9 -109.8 -107.2 -105.0 -103.1 -101.4 -100.0 +61.6 +61.6 +61.6 +60.4 +59.5 +58.6 +57.9 +57.3 +56.7 140 ft -114.7 -114.7 -114.7 -111.5 -108.9 .106.7 -104.7 -103.0 -101.5 +62.6 +62.6 +62.6 +61.4 +60.4 +59.6 +58.8 +58.2 +57.6 150 ft -116.4 -116.4 -116.4 -113.1 -110.5 -108.2 -106.3 -104.5 -103.0 +63.5 1 +63.5 +63.5 +62.3 1 +61.3 +60.4 +59.7 +59.0 +58.5 160 ft -118.0 -118.0 -118.0 -114.7 -112.0 -109.7 -107.7 -106.0 -104.4 +64.4 +64.4 +64.4 +63.1 +62.1 +61.3 +60.5 +59.9 +59.3 170 ft -119.5 -119.5 -119.5 -116.2 -113.4 -111.1 -109.1 -107.3 -105.8 +65.2 +65.2 +65.2 +63.9 +62.9 +62.0 +61.3 +60.6 +60.0 180 ft -121.0 -121.0 -121.0 -117.6 -114.8 -112.5 -110.4 -108.6 -107.0 +66.0 +66.0 +66.0 +64.7 +63.7 +62.8 +62.0 +61.4 +60.8 190 ft -122.3 -122.3 .122.3 -118.9 -116.1 -113.7 -111.7 -109.9 -108.3 +66.7 1 +66.7 +66.7 +65.4 +64.4 +63.5 +62.7 +62.1 +61.5 200 ft -123.7 -123.7 -123.7 -120.2 -117.4 -115.0 -112.9 -111.1 -109.4 +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63.4 +62.7 +62.1 210 ft -124.9 -124.9 -124.9 -121.4 -118.6 -116.2 -114.1 -112.2 -110.6 +68.2 +68.2 +68.2 +66.8 +65.8 +64.9 1 +64.1 +63.4 +62.8 220 ft -126.2 -126.2 -126.2 -122.6 -119.7 -117.3 -115.2 -113.3 -111.7 +68.8 +68.8 +68.8 +67.5 +66.4 +65.5 +64.7 +64.0 +63.4 230 ft -127.4 -127.4 -127.4 -123.8 -120.9 -118.4 -116.3 -114.4 -112.7 +69.5 1 +69.5 +69.5 +68.1 +67.0 +66.1 +65.3 +64.6 +64.0 240 ft -128.5 -128.5 -128.5 -124.9 -122.0 -119.5 -117.3 -115.4 -113.7 +70.1 +70.1 +70.1 +68.7 +67.6 +66.7 +65.9 +65.2 +64.6 250 ft -129.6 -129.6 -129.6 -126.0 -123.0 -120.5 -118.3 -116.4 -114.7 +70.7 +70.7 +70.7 +69.3 +6B.2 1 +67.3 1 +66.5 +65.8 1 +65.1 260 ft -130.7 -130.7 -130.7 -127.0 -124.0 -121.6 -119.3 -117.4 -115.7 +71.3 +71.3 +71.3 +69.9 +68.8 +67.8 +67.0 +66.3 +65.6 270 It -131.7 -131.7 -131.7 -128.0 -125.0 -122.5 -120.3 -118.3 -116.6 +71.9 +71.9 +71.9 +70.5 +69.3 +68.4 +67.6 +66.8 +66.2 280 ft -132.7 -132.7 -132.7 -129.0 -126.0 -123.4 -121.2 -119.2 -117.5 +72.4 +72.4 +72.4 +71.0 +69.9 +68.9 +68.1 +67.3 +66.7 290 ft -133.7 -133.7 -133.7 -130.0 -126.9 -124.3 -122.1 -120.1 -118.3 +72.9 +72.9 +72.9 +71.5 +70.4 +69.4 +68.6 +67.8 +67.2 WIND VELOCITY=140 MPH MRH > 60' ON Kd=0.85 EXPOSURE 'C' S EETABLE NOTES 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 10o. 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 * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH (HEIGHT2 / 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. 8. 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 DRAWING. THESE TABLES ONLY VALID WHEN SIGNED & DIMENSION OR 40 % OF RAISED SEALED BY FRANK L. BENNARDO, P.E. MRH, WHICHEVER IS 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 H I 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 FACTOR I=1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. w 4 TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ul ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. ENCLOSED BUILDING ONLY. HVHZ = HIGH VELOCITY TABLES ARE FOR WALLS AND VERTICAL o Z I 5 5 SURFACES ONOYE. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM w ORDINANCES. E 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, r� M to m o REMARKS DRWN CHKD DATE 2007 FLORIDA BUILDING CODE ENGINEERINGm INITISSUE CL FLB 04/19/O6 " U5 ASCE 7-05, MRH > 60 FT �� EXPRESS �mm REVISE FOR 07 FBC TSB FLB 02/23/09 - M z C DESIGN LOADS FOR 160 SW 12th AVENUE, #106z - r COMPONENTS & CLADDING DEERFIELD BEACH, FL 33442Dto w!-< p z THIS DOCUMENT IS THE PROPERTY OF FRANK L. BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PARTo PH: (954) 354-0660 FAX: (954) 354-0443 0 WITHOUT WRDTEN CONSENT OF FRANK L. BENNARDO, P.E. WWW.ENGEXP.COMMARKINS TO THIS DOCUMENT ALTERATIONS, ADDITIONS, TARE NOT ERMIITED ANDGHLIGHTING, OR OTHER CERT OF AUTH #9885 !^ uvm mere ni 1s rconnrennni MIAMOOM am BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA 1070 Technology 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) 375-2905 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 irmnediately 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. DESCRIPTION: Series `SGD-770HP" Aluminum Sl1'1idin Glass Doors w /Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0004, titled "Series 770 H.P. Aluminum SGD-LMI", sheets 1 through 10 of 10, prepared by PTC, LLC, dated 08/05/07 and last revised on 02-24-10, 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: Large Missile Impact Limitation: 1. See table 1 in sheet 4 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, 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 Mianii-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. M :MDADE COUNTY ap OA o.09-U8201;d Expiration ate: March 24, 20 Approval Date: March 24, 2010 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS . 1. Manufacturer's die drawings and sections. 2. Drawing No.PGT0004, titled "Series 770 H.P. Aluminum SGD-LMI", sheets 1 through 10 of 10, prepared by PTC, LLC, dated 08/05/07 and last revised on 02-24-10, 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. 5) Large Missile Impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5998, FTL-6005 and FTL-6012, dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980 has 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 08-24-09 and last revised on 12/15/09, 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. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ® Plus", expiring on 01/14/2012. 2. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours, for "DuPont Butacite ® PVB", expiring on 12/11/2010 F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 08-19-08, 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, 0177-A, B & C approved by BCCO. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 09-0826.12 Expiration Date: March 24, 2015 Approval Date: March 24, 2010 E-1 GENERAL NOTES: SERIES 770 H.P. LMI SLIDING GLASS DOOR DESIGN PRESSURE CHART (PSF) 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED INTERLAYER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPONT BUTACITE PVB SEE TABLES 1 & 1 A, SHEET 4 G4 - 7116" LAMINATED: (2) LITES OF 3/16" HS WITH AN .090 SGP INTERLAYER. G4A - 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 SGP INTERLAYER. G6 -1"LAMINATED INSULATING GLASS: 3l16" T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. G6A -1" LAMINATED ISULATING GLASS: 1/4" T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3116" HS GLASS WITH AN .090 SGP INTERLAYER. 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 100. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33113% 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 4 THROUGH 6. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS FTL-5998, FTL-6005 AND FTL-6012, DATED 817/09. 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). 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONS: STRAIGHT DOORS - MAXIMUM 2 TRACKS BY 9 FT. (108") HIGH WITH A MAXIMUM OF FOUR 4 FT. NOMINAL WIDE DOOR PANELS. SEE EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS ON SHEET 7. D.L.O. WIDTH = NOMINAL PANEL WIDTH - 7" D.L.O. HEIGHT = NOMINAL PANEL HEIGHT - 8.25" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5-6: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" OR 5/16" ULTRACON (FORMERLYTAPCON) 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. 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, SHTS. 4, 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) 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. Head and Si ll Jambs Concrete Un-Grouted CMU Grouted Ch1U Type Via. Min. Emb. Min. Ed Nn. Emb. Min. Ed Mn. Emb. Nhn. Ed Elco Ntracon 114" 1 3" 1 114 2 12 1 y'4 2 12 5116" 1 314 1 1 114 1 114 1 9/16 1 3/4 1 2 12 gee Crete -Flex SS4 1 114" 1 314 2 1/2 1 114 2 12 Not Recommended Concrete Strength Requirements Type Oia. fe Elco Ultracon 114" 2700_psi! 5716" 3500 Psi Elco Crete -Flex SS4 114" 3350 psi Deamtions: Emb. =Embedment Ed = Edge Distance Mln. = Minimum Mewnry Strength RehluUements Ungrounted CMU I ASTM C-90 ASTM C-90 with grout conforming Grouted Ct4U to Sections 21.S2.11.2 and R609 of the FBC. CONCRETE SCREWS STRENGTHS: Fy MIN. 135 KS! UNLESS OTHERYylSE NOTED = Fu MIN. = 177 KSI r:_�I GENERAL NOTES AND MAP NOA DRAWING MAP SHEET NOTES ............. I GLAZING DETAILS ............ 3 ANCHORAGE .....................4-6 DESIGN PRESSURES.......4 ELEVATIONS ..................... 7 CONFIGURATIONS ........... 7 VERT. SECTIONS..............8 HORIZ. SECTIONS............ 8 PARTS LIST ....................... 9 EXTRUSIONS .................... 10 AU—.desorsa;tivu;yPh1im 1:^rc MRR�N Z�I� 20/0 IEL'•Ao"�B.cI� h1b.c1 ride Fr_dsc: CcF4Ta2 ey SL.524 �__ lzq OF SMC 02M23110 B PER MIAMI DADE COMMENTS NOKOA FL 34275 L "•hry��g\\\`- a ��• SERIES 770 H.P. ALUMINUM SGD -LMI SMC f l/f&09 A PER MIAMI DADE COMMENTS P.O. SOX fszs s�.e: �,,. aebwe," p„ NOKOM/S, FL 34274 --J ® SGD770 H.P. NTS 1 10 PGT0004 B RobePE97so, P.E. 0. C By. t)�: LnefAfQ lhb: y MAX. UNIT HEIGHT 108" MAX. UNIT WIDTH 96" A B F I MAX. UNIT HEIGHT 108" MAX. UNIT WIDTH 191 1/2" MAX. UNIT WIDTH 145 5/16" OXX, XXO, OXO MAX. D J M J D RppfavcdGacamglg?ugaRLhesa UNIT B / s / e Flordae�adlsoe E L Dd1e MARGN 2�. Zo/o _ HEIGHT 6 e 6 B m��dcvlc/Z9i�TU� OXXO ' s APPROVED CONFIGURATIONS 497 & .' R.WBr. u ft R� . OF Rereeey: w Rm°wnc• 1070 1ECNNOLOOYORNE ELEVATIONS w�i�l�S •; �RIQP'�\2`�� SMC OW3110 B PER M14MI DADE COMMENTS NOKOMIS, FL 34275 "'°' ��i S10 R sr. .0 R SERIES 770 H.P. ALUMINUM SGD - LMI �sgiQNA SMC 11116109 A PER MMMI DADE COMMENTS P.O. BOX 1529 on.a ¢°-, m� cn qua p,�y. NOKOMIS, FL 34274 ® �r6L} °' s..r °i "�'0I'�' ax Robert J. Amoroso, P.E. SMC 08/Q5/09 RJA SGD770 H.P. NTS '1 10 PGT0004 B PE 449752 20L} 3/16" HS GLASS DUPONT.090 SGP 3/16" HS GLASS — EXTERIOR 7/16" NOM. 82-41 $Q li 2 E 2 3/16" HS GLASS DUPONT.090 SGP 0EXTERIOR 74 3/16" HS GLASS — 3/6" AIR SPACE 3/16" T GLASS 1" NO.... 83 L 3/4" NOM. GLASS BITE 79 I 74 314" NOM. GLASS BITE 54 � �� TRUSEAL DURASEAL SPACER 55 7/16" LAMINATED GLASS TYPES G4 1" LAMINATED INSULATING 2Qrj 1/4" HS GLASS DUPONT .090 SGP 1/4" HS GLASS — EXTERIOR 9/16" NOM. — S r I �� 8f 1)" l l GLASS TYPES G6 SGP = DUPONT SENTRY GLAS PLUS 213 3/16" HS GLASS EXTERIOR DUPONT .090 SGP 3/16" HS GLASS 74 5/16" AIR SPACE 1 /4" T GLASS 1" NOM. Ir -i 83 3/4" NOM. GLASS BITE 79 AdN>��m] aa"�ad�y tt3tL tLt Plar!&t 4.illdi.•�•.�CCCe Hate rRMtµ sy 3oro noau o �o . rz Miamd Dace Peedhc! lbehdt 54 ' TRUSEAL DURASEAL SPACER �� jpMES q ",i, 1" LAMINATED INSULATING 55 ; 0;. �+ sF••9�. 9/16" LAMINATED GLASS TYPES G4A No a97s2 o' GLASS TYPES G6A per f':cc Br. 10 W. 707ECHNOLOGYDRIVE GLAZING DETAILS FsMCa02/23/I FBBB PER NOKOMis,FL34275 �''sS�ONAI•EN+``�` SERIES 770 H.P. ALUMINUM SGD - LM! SMC 11/16/09 A PER MIAMI DADE COMMENTS v.D. eox rs2s J s„,�„,�,,,, sa.: sh.e wm+mea rs"„ Orewn or. D-.. G.:d�d 0e�a• NOKOM19, FL 34274 SMC 08/05/09 RJA ® SGD770KP. Robert J.Amoruso, P.E. NTS 3 > f0 PGT0004 B PE #49752 DESIGN PRESSURE AND ANCHORAGE -HEAVY DUTY STILES -REINFORCED INTERLOCKS -HEAVY DUTY ASTRAGAL TABLE 1. > HEAD & SILL (H&S) INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS INTERMEDIATE ANCHOR CITY. PER PANE. H & S. > JAMB ANCHOR QTY. Anchor Types: G4 - 7116" LAIvllNATED GLASS - (3116" HS.1 SGPI 3116" HS.) 1) -1/4" ELCO ULTRACON (FORMERLY TAPOON) G4A - 911 6"LAMNATED GLASS - (1/4" HS. / SGPI 1/4' H.S.) 2) -1/4" SS4 CRETEFLEX G6 - 7116" LAMINATED I.G.U. - (3116' TEMP. / AIR 13116" HS. I SGPI 3116" H.S.) 3) -5/16" ULTRACON G6A - 7/16" LAMINATED I.G.U. - (1/4" TEMP. / AIR 13/16- H.S. I SGPI 3/16" HS.) 4) Vl2 STEEL SCREW (G5) SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. UNIT HEIGHT 80 84 90 96 102 108 U Z U ❑ O U Z U ❑ O U Z U ❑ O U Z U ❑ O U Z U ❑ O U Z U ❑ O NOM. PANEL FRAME O OZ o O ZO O o o O o o ZO O O OZ O WIDTH SIDE r ry r nT r N r N N r M GLASS TYPE - 4, 4A 6, 6A +90-110.0 +90 -110.0 +90-110.0 +90 -110.0 +90-110.0 +90 -11 O.D Il 24 1 Il H&S [ 16+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 ¢` JAMB 10 1 10 1 10 10 10 10 10 1 10 1 10 10 1 10 10 10 10 10 10 1 10 10 GLASS TYPE - 4, 4A 6, 6A +90 -110.0 +90-110.0 +90-110.0 +90 -110.0 +90 -110.0 +90 -110.0 30 N H&S C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 d` JAMB 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 1 10 10 GLASS TYPE - 4, 4A 6, 6A +90-110.0 +90 -110.0 +90 -110.0 +90 -110.0 +90-110.0 +90-110.0 36 o�H&S C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C7+2 AMB i0 10 10 10 10 10 10 i0 10 10 10 10 10 10 10 10 10 10 GLASS TYPE - 4, 4A 6, 6A +90-110.0 +90-110.0 +90-110.0 +90 -110.0 +90-110.0 +90 -110.0 N 42 6 H&S C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C7+2 C6+2 C6+2 C7+2 C6+2 C6+2 C8+2 1 ¢` JAMB 10 10 10 10 10 10 10 10 10 10 1 10 1 10 10 1 10 1 12 10 1 10 1 12 GLASS TYPE - 4, 4A 6, 6A +90 -110.0 +90 -110.0 +90-110.0 +90 -110.0 +90-110.0 +90 -110.0 48 2 t H&S C6+2 C6+2 C6+3 C6+2 C6+2 C6+3 C6+2 C6+2 C7+3 C6+2 C6+2 C7+3 C6+2 C6+2 C8+3 C6+2 C6+2 C8+3 JAMB 10 10 10 10 10 10 10 10 10 10 10 12 10 10 12 10 10 14 DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. j� OH LENGTH 2. WHEN USING THE 2 1/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 3 1/4" SILL, u = EXAMPLE ON SHEET 5 POSITIVE PRESSURES IS 60.0 PSF MAX. OVERHANG (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A ON THIS SHEET. 3.2 1/2", 31/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS OH LENGTH THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT OH OH HEIGHT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED HEIGHT WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE ADJACENT DIAGRAM); EQUAL TO 1 0 OR GREATER (SEE THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. Lin O� 1. SEE SHEETS 5 & 6 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. SEE NOTE 3 i. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. HEAVY DUTY ASTRAGAL HEAVY DUTY STILES 62 111 61 66 65 66 ALL INTERLOCKS TO BE REINFORCED TABLE 1A SILL HT. VS POS. DP SILL RISE HEIGHT (+) DESIGN LOAD FLUSH - 1-1/2" WA LOW-2-1/2" +46.67 PSF NED - 3-1/4" + 60.0 PSF HIGH - 4" 1 90.0 PSF SEE NOTES 1-3 '07EOHNOLOGY.... DP AND ANCHORAGE CHART NOKOMIS, FL 34275 'a•' P.0.soxl5zs SERIES 770 H.P. ALUMINUM SGD - LMI NOKOM/S, FLW74 ® SGDnO H.P. I NT$ 4 a io PGT0004 App-ed ea e.�r2pfy's;+n•E4h ffit Marks swill L•c8e Date ARLNMLF.how NOAp m 2. ./y A1faoy Da::46:m{{GWtCoahvl `` OF :4 lID Robert J. Amoruso, P.E. PE #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 TABLE 1 ON SHEET 4: HEAD & SILL ................ 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. ON CENTER. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL / INTERLOCKS ON SHEET 6. JAMBS ......................... 6" MAX. FROM BOTTOM AND 21" MAX. O.C. UTILIZING JAMB ANCHOR QUANTITIES FROM TABLE ON SHEET 4. LOCATED BELOW "ANCHORS PER PANEL" ARE THOSE SEE CLUSTER DET., SHT. 6. INTERIOR CENTER OF PANEL INTERLOCASTRAGAL AT THE HEAD AND SILL BETWEEN 3-1l2 K 3.5" MAX MAX' CENTERLINE O.C. CENTERLINE 8" MAX CLUSTERS OR THOSE BETWEEN A CLUSTER AND A FRAME JAMB. o 0 0 0 0 0 0 o 2.04" 5 zz a o 0 0 0 0 8" MAX. wl f 24" MAX. O.C. f 7" MAX. O.C. EXAMPLE OXX ANCHORAGE PLAN: C8+3 HEAD & SILL ANCHORAGE (3 PANEL, 2-TRACK EXAMPLE SHOWN) = (25) ANCHORS TOTAL �(3) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE EXTERIOR - — - — - -- — ----- — - --- -- -- -- - ---- -- ----- - — ---- ---- L C8+3 = (36) ANCHORS TOTAL AT HEAD AND AT SILL 3 C8 3 C8 3 C8 3 1 K K K K K K K K K K K 6" MAX. )8" SX X x� K 21" x MAX. O.C. LK K� K KK K X XKx K x K 6" MAX. xx I �xK xKxK24 MAX. O.¢. Imo-8- K C.L. ASTRAGAL 141 v9"MAY (14) ANCHORS PER JAMB (SEE SHEET 6 FOR CLUSTER O.C. SPACING) EXAMPLE OXXO ANCHORAGE PLAN: (4) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE T TECHNOLOGY0MVE NOKOMIS, FL U275[UT ANCHORAGE SPACING .& EXAMPLE PLANS T°O P.G. BOX1529 SERIES 770 H.P. ALUMINUM SGD - LMI �ti: �1°''� sG077o HP. NTS 5 N 10 PGT0004 NOKOMIS, FL 34274semm�beK Appm ,d cs esmP9y±ag wish Ih0 Fb.M. V"sjlye e" O �7rro NOAW s 0 L mwwn �ticu� PE 949752 EXTERIOR INTERIOR (ALL VERT. SECTIONS) NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1i 21/16" O.C. 1" MIN. E.D. TYP, 3.50" " I ` f � I 14.051" 1` (\7L MIN. O.C. 2x WOOD BUCK TYP., SEE - ANCHOR NOTE 3, SHT. 1 TYPICAL JAMB CLUSTER FOR DETAILS "D" & "E" EXT. L 1 3/8" MIN. 1/4" SEE CHART, SHT. 1 MAX. SHIM 1/4" MAX. SHIM WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT.1 1x WOOD BUCK TYP., DETAIL A, 2-TRACK W/ SCREEN FRAME HEAD SEE ANCHOR WOOD INSTALLATION NOTE 3, SHT. 1 CONCRETE ANCHOR TYP., l" MIN. SEE ANCHOR E.D. TYP. 2 1/16" O.C. NOTE 1, SHT. 1 EXT. I 1 3/8"MIN. EKE- DETAI L — CC 1/4" MAX.X �I II _ ; 2x WOOD BUCK TYP., SEE SHIM ll�� ANCHOR NOTE 3, SHT. 1 WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 DETAIL B. 2-TRACK FRAME HEAD WOOD INSTALLATION -------------------------------, r ASTRAGAL OR I r INT. ASTRAGAL OR INT. I� INTERLOCK i INTERLOCK j I CENTERLINE i� I CENTERLINE I I 7" MIN. i 7' MIN. 1.75" MIN, I I 1.75"MIN. I o 2.04" i 2.04" I O - - _ I I i—-= -. 3.50" MIN I f- 3.5W MIN. -� _____________----_ 2-TRACK, ASTRAGAL / INTERLOCK 2-TRACK, ASTRAGAL /INTERLOCK 6 ANCHOR CLUSTER 8 ANCHOR CLUSTER r------- -------------- A-STRA---GALO-----R---, INT. ice —INTERLOCK j I CENTERLINE SEE CHART, 7" MIN. 3.50" j SHT.1 MIN. auiimni�i�6 � 1 I 2.04" ' mmmmNeu - 2 1/16" O.C. 4.051" _- 2-TRACK, ASTRAGAL / INTERLOCK ONCRETE ANCHOR CLUSTER - C7 -TRACK FRAME JAMB 2 1/16" O.C. TE INSTALLATION SEE CHART, SHT. 1 1 lxWOOD' SEE CHART, BUCK TYP., SHT. 1 SEEANCHOR EXT. NOTE 3, SHT. 1 1/4" MAX. ONCRETE 1 318"MIN. WOOD ANCHOR TYP., SEE 1" MIN SHIM 1/4" MAX. SHIM E ANCHOR TYP., ANCHOR NOTE 2, SHT. 1 � E.D., SEEEE ANCHOR NOTE 1, SHT. 1 TYP. DETAIL F, 2-TRACK FRAME HEAD 2x WOOD BUCK TYP., SEE j' CONCRETE INSTALLATION 1!4" MAX. ANCHOR NOTE 3, SHT. 1 (SEE ANCHOR 1/4" MAX. 21/16" O.C., TYP. NOTE )SHT. 1) 2 1/16" O.C. (SEE ANCHOR WOOD ANCHOR ; ;' n NOTE 5, SHT. 1) ONCRETE EXT. _ TYP., SEE AN li NOT.1 1 3I8" MIN. NOTE EXT. L—J •-�•-`-Zi _J I 2x WOOD BUCK TYP., SEE SEE CHART, ' • ~ (^. ` 2 1/16" 1" MIN I� EXT. ANCHOR NOTE 3, SHT. 1 :'' ' ' + ' :' SHT. 1 O.C.. TYP. E.D., n P DETAIL E, 2-TRACK FRAME JAMB :.:' CONCRETE ANCHOR. TYF., DETAIL C, 2-TRACK FRAME SILL WOOD INSTALLATION SEE ANCHOR NOTE 1, SHT. 1 SE CHART, WOOD INSTALLATION DETAIL G, 2-TRACK FRAME SILL SHT. 1 'NoKomi , FL 342 5 --� ANCHORAGE, EXAMPLE CLUSTERS NOKOMfS, FL 94275 na P.O. SOX 1529 SERIES 770 H.P. ALUMINUM SGD - LMI NOKOMIS, FL 34274 ® a`'°"�a°B� — I 01Pb10� SGO770 H.P. I NTS 6 d 10 PGT0004 APPMW W mraPh•:.g with WO Flaift Duidi�g cm. Data r�ew Z's w NOAN Ailnmf DeiPa F�affaft COatal9 D oa gy a• i� PE 949752 PANEL LETTER SINGLE K (NTERLOCK LOCKSTILE SINGLE A INTERLOCK LOCKSTILE D LOCKS71LE SINGLE INTERLOCK M LOCKSTILE SINGLE INTERLOCK LSINGLE ASTRAGAL INTERLOCK OUT (eoxouq LR ASTRAGAL MEN SINGLE OUT INTERLOCK (eoxoun NASTRAGAL SINGLE IN INTERLOCK (eoxoup CSINGLE ASTRAGAL INTERLOCK IN (sOxw) SINGLE FIXED P INTERLOCK LOCKS71LE FIXED SINGLE R LOCKSTRE INTERLOCK TASTRAGAL FIXED OUT LOCKSTILE (BOX OUT) ASTRAGAL ❑ FIXED T7N LOCKSTILE ( ASTRAGAL �sSFIXED LOCKSTILE OUT SFIXED _� ASTRAGAL ��,.,. LOCKSTILE IN 4 INTERIOR (ALL PANEL TYPES) EXTERIOR NOTE: REINFORCEMENT REQUIRED AT ALL INTERLOCKS. DETAIL'K' OR'L', SHT. 8 & ANCHOR DETAILS'D' & 'E', SHT. 6 ' JDETAIL'J', SHT. 8 ASTRAGAL DETAIL'M', SHT. 8 J V DETAIL T, SHT. 8 & EXTERIOR ANCHOR DETAILS'A','B'& 'F', SHT. 6 191 11L' MAX. VVIU I N SEE FIXED 41" MAX. PANEL CLIP D.L.O. DETAIL BELOW WIDTH PANEL PANEL PANEL I PANEL TYPE I TYPE TYPE I TYPE .R, L, ,D, P' 97 7/8" 10; I I MAX. MIA D.L.O. HI j HT. ,I SEE I TYP. TY REINF. NOTE REINF. 3 i 1 SEE FRAME & OXXO (2 TRACK) DETAIL'H', SHT. 8 & t� PANEL CORNER ANCHOR DETAILS'C' & CONSTRUCTION 'G', SHT. 6 #8 X 1.00' #10 X 1.25" DETAILS BELOW PH SMS (OPTIONAL) TEK SCREW O #10 X 1.50" PH SMS FIXED PANEL PANEL CORNER FRAME CORNER CLIP DETAIL DETAIL DETAIL HEAD SHOWN, APPLICABLE TO SILL NOTES: 1. SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL PANEL WIDTH = 48". SEE SHT. 8 FOR SECTION DETAILS AND SHTS. 4-6 FOR ANCHORAGE DETAILS. 2. MAX. DLO WIDTH = 41" MAX. MAX. DLO HEIGHT = 97 718" MAX. 3. (1) LOCK (ITEMS 75 & 107-110)AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. D_W_ rO TECHNOLOGYDRIVE '--� PANEL TYPES / EXAMPLE ELEVATIONS NOKOMIS, FL 31275 T1p" P.D. aox 1529 SERIES 770 H.P. ALUMINUM SGD - LMI NOKOMIS, FL 34274 I samsx+ome ame: sro"c um.none sr. SGD770 H.P. NTS 7 W 10 PGT0004 e 1535N.CULiSWELL NOTE: 1. MAXIMUM NOMINAL PANEL WIDTH FOR Al -]- PANEL CONFIGURATIONS EQUALS 48" Apprevod a, rom!'!i.3 Mfh t!m vkdetm Bu6da r�j Code Dgte_17ARu( s4.2otc NOAO o-a?sJo'.tL -- Miami Dane P,adLcc: Ovnf,A ,loa �uuu, %%%A JA S q .:' %CENS �� a; �. F-.9GN far/s/� z ATE OFF,t�.•�: s'ONA� lEN�� Robert J. Amoruso, P.E. PE 049752 PH: 321-690A78 . FAX 1 -17 ALL REINFORCED INTERLOCK DETAIL 'J' 4 INTERIOR (ALL HORIZ. SECTIONS) EXTERIOR 15 112 52 40 53— 51 DETAIL'P' SCREEN ATJAMB DETAIL'N' SCREEN DETAIL'O' SCREEN AT HEAD AT SILL SILL RISERS OPTIONS aEXTERIOR INTERIOR* (ALL VERT. SECTIONS) (SEE D.P. LIMIT TABLE 1A, SHEET4) 24 23 21 19 4.055' 3.305" �5• 1.567" �FLJ I �j Pill I FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER 25 22 20 4 18 4.055" AL�12. t /'5,. /�QQj 1.567 Il 5„ pi FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER SAT MIDSPAN DETAIL W (FIXED PANEL) DETAIL'L' 3" 069 o 3" 1—r •lam srls° FIXED PANEL CLIP REQ'D AT TOP (HEAD) & BOTTOM (SILL) OF FIXED "O" PANELS. SEE SECTION "J" THIS SHT. & FIXED PANEL CLIP DETAIL ON SHT. 7 97 7r8" MAX. DETAIL T DLO TYR ASTRAGAL DETAIL'M' Appmeed c+cu:al:cvia; "It"I" Fied" SoMi' c co" pate MaReN �--Zo—jo— Mfacipads Pc¢3aciz:¢six� p o0 \aa DETAIL W i 1.;TE OF .•,z� RevaOeY. Oefe: RevRlws: pawfpBrn '"+' ,( "•• Af 10707ECHNOLOGYDRNE NOKOMIS, FL 14275 �r—_ VERTICAL & HORIZONTAL SEC TION DETAILS pP,:�?�: °,,�s ••• R i .. ca�.� °°°is��NAI e0111 RevaG ey. SMC �m 02123110 ReviYon": B PER MIAMI DADE COMMENTS *�^' SERIES 770 N.P. ALUMINUM SGD - LMI Ram � SMC f i1/f6/09 A PER MIAM!DARE COMMENTS P.O. BOX 154 N._.. y� --ey SMC Dare• 0 105109 caxmoe . Dato: NOKOMIS, FL 34274 ® SGD770 H.P. NTS 8 a 10 PGT0004 B Robert J. Am 49752 o, P.E. PE i14g752 Approved as c*=J !ingalt4 *e W_IIdiagcode Daf: aR NOAA MIMI de Fina;At C�oaw BY 4 .CJv.ki•. NOTE: ALL ALUMINUM = 6063-T6 ��`�` jpMES q�ie i E IV S • Gi�i :. STATE OF per o— ��. IO70TECHNOLOGYORNE PARTS LIST Revb ay. aem: ReW6xo: SMC OW1110 B PER MIAMI DADECOMMENTS NOKOMIS,PL 34275 P.O. BOX 1529 NOXOMIS, PL 34274 L�G- 770 H.P. ALUMINUM SGD - LMIey. 11. Amomse, P.E. #49752 SMC Wm: 11116109 RovleMru: A PER MIAMI DADE COMMENTS aswne�-� SMC 08/0.5/09 ns� s%1b SOD770 H.P. lVT$ 9 10 PGT0004 BPE RJASERIES ITEM PGT Dwg. # PGT. # Description 1 17306 617306 2-TRACK HEAD 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 5 17314 617314 FRAME SCREW COVER 6 17317 617317 FRAME HEAD/JAMB ADD -ON 7 17304 617304 2-TRACK SILL 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 11 17313 617313 FRAME SILL TRACK INSERT 14 17305 617305 2-TRACK JAMB 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 18 17322 617322 SILL RISER-0 19 17319 617319 SILL RISER - 0 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 SILL RISER -MED HOLLOW 24 17320 617320 SILL RISER -HIGH HOLLOW 25 17323 617323 SILL RISER - HIGH FLAT 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 75RAX STANDARD ROLLER - ST. STL 49 4344 64344 SCREEN ASTRAGAL 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 51 1692 61692 SCREEN SPLINE -.165 52 1694 61694 SCREEN SPLINE -.150 53 61816C20 SCREEN CLOTH 54 1725 1f2" x 4" x 1/16" SITTING BLOCK 55 1726 1" X4" X1f16" SITTING BLOCK 204 GLASS 7/16 LAMI HT -HT SGP 205 GLASS 9/16 LAMI HT -HT SGP 212 GLASS LAMI IG 3116T-7116LAMI HT -HT SGP 213 GLASS LAMI IG 1/4T-7/16LAMI HT -HT SGP ITEM PGT Dv�g. # PGT. # Description 61 17326 617326 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP246 VINYL BULB WSTP. -THIN (INSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 66 17346 617346 INTERLOCK ALUM REINF. (PANEL • 9") 68 17338 617339 HEAVY DUTY ASTRAGAL 69 17324 617324 TOP &BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1695 71695 1 112" X 1" X 3!4" HIGH FIN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL. ROLLER ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW 899 OR 995 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 76 71032X1FPFX #10-32 X 1" FL. SS SCREW Wf TYPE "F" TIP 77 7103239 10�2 STEEL ZINC U-NUT 79 17357 617357 1" IG BEAD HORIZONTAL 80 17359 617359 7116 BEAD HORIZONTAL 81 17360 6173fi0 9I16 BEAD HORIZONTAL 82 1224 GTP247K VINYL BULB WEATHERSTRIP 83 IGTAPE 1/2"X 1/16" SINGLE SIDE ADHESIVE TAPE FOR IG BEAD 100 8052 48052 ROLLER A0.1. HOLE PLUG 101 72087 JAMB BUMPER 102 1696 71696 DUST PLUG 103 8186 78186X 1" KEEPER 104 653 75DKEEP SCREEN LOCK KEEPER 105 17344 617344 FIXED PANEL CLIP -6" LONG 106 17352 617352 EXTERIOR FIXED PANEL RETAINER 107 1739 71739 HANDLE KIT - INTERIOR RAISED WITH THUMB TURN 108 1740 77740 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 #10 X 314" PH. PN. TEK - S.S. 112 1235 67516 WSTP, .270 X.170 -FIN SEAL 113 1712 64066 .187 X.230 FINSEAL 114 710X115P PX #10X11f2" 115 710XPPT #tOX1" 116 720X1X #14-20 X 1" Si. STL. 117 _ 720X112X 914-20 X 1.5" ST. STL 121 17353 "O"PANEL BRACKET 122 #10 X 1 1/4" TEK SCREW 1.303" 0.1 050 -�{ 0.83" 718" ��, 0.325" 62 0.0" -� + 0.779" 0.762" 0.062"� 0.062" � 0.264" 0.080" INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) SILL TRACK (65) MAT'L:6063-T6 (5) MAT'L:6063-T6 (78) MAT'L:6063-T6 (11)MA1L• 6T6 4.125' j,---� �• 0.062"I1 1.304" 3.25" TOP/BOTTOM BOTTOM RAIL (69) MATL: 6063-T6 4" 0.133" 1.6" 3.125" HEAVY DUTY STILE (61) MATL: 6063-T6 . 063- M ��1„ 0.081" 2-TRACK HEAD W1 SCREEN TRACK 0.232" (2) MAT'L: 6063-T6 0.281" --I HEAVY DUTY ASTRAGAL (68) MATL: 6063-T6 0.290" 0.050" GLAZING BEAD (I.G.) (79) MAT'L: 6063-T6 1.003" 0.757" 0.050" � FIXED PANEL CLIP (105)MAT'L: 6063-T6 4.49" 1.505" 0.080" 2-TRACK SILL (7) MAT'L: 6063-T6 1.467" 6.221" 0.062" �! I({ IE I i 1.505" 1.645"FLUSH FLAT SILL RISER(� ��J J (18) MATL: 6063-T6 1.872" j� 0.080" 2-TRACK SILL W! SCREEN TRACK (8) MATL: 6063-T6 5.069" 1.654" TTF�� -1-21 t 1 °0.080" 1.2 II-OFJ 2-TRACK HEAD (1) MATL: 6063-T6 0.250" I� 0.750" 0.062" 4.055" �-- r REINFORCEMENT (66) MATL: 6063-T6 0.750"(PANEL LENGTH -9") �f �0.750" II 0.062" 3.305" 2.555" uu Tj-j )IUM BOX SILL RISER LOW BOX SILL RISER 1) MATL: 6063-T6 (2 1) MAT'L: 6063-T6 0.062" 1.019" SCREEN STILE 0.062" (40) MATL: 6063-T6 - (�- 1.045" � 1.162" 1.888" 54" 1.993" 0.062" I--- 0.875" 1.739" -�{ 1.36" 0.081" 5.06E 2-TRACK JAMB (14)MATL: 6063-T6 i 1��{� } 9" 0.080" J p --►1 p� L 0.5E SCREEN TOP RAIL INTERLOCK (45)N4AT'L:6063-T61993" (62) MATL: 606 3-T6 -� F� 0.232" 0.062" SCREEN BTM. 0.232" RAIL (46) MAT'L: 6063-T6 --�-I � 0.232" 0.906" 3.955" 3.205° i 12.455" 0.062" T I � 1.567" V 0.062° -+ --1[ o.os2" �l f 0.062" --Ilf FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER (19) MAT'L: 6063-T6 (20) MATL: 6063-T6 o�- (22) MATL: 6063-T6 (25) MATL: 6063-T6 70 TECHNOLOGYDNIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 I SERIES 770 H.P. ALUMINUM SGD - LMI I NTS 1 10 - 10 1 PGT0004 2-TRACK JAMB W/ SCREEN TRACK (15) MAT'L: 6063-T6 APPmod¢a mmgd_ ug with(h FbAd�,u// R- u n Crsd, tsute�'/ARCN Su^IG NOA,. fi Z Mht�im! Gt::i4 Fludsci ca tml OF PE M752 P.E.