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Home My WebLink AboutSUBMITTED PAPERSDATE: c� ' / r �_ • PERMIT NU11'f It:- 1 �. PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION . 2300 Virginia Avenue SCgNtVED Fort Pierce, FL 34982 By (772) 462-1553 St. Lucie CO,, APPLICATION FOR REPLACEMENT OF niy WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: i n_ y S 0(QQY1 �Re p OS 2. PARCEL ID NUMBER: 450A p0L[5- "000 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: (I�Si Q GI gnu vvw o ietc�F 4. TYPE OF UCTURE: SFR MOBIL OME OTHER 5. OWNERS INFORMATION 6. Name: Y Address: oxy oj el City: 640 o C►rovt State: I Zip: (0 09 Phone: R Lf -1- 9 -1 S - 5 L( U 0 CONTRACTOR'S INFORMATION FL Reg/Cert #: C G C. ft y,4,1 County Cert #: Business Name: kfr t0V-& rnn R iviol ; 1w C. Phone Number: 95L1- 17a-7- 30-7-1 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 - `� Sr •S Q jmo JJ `U • f� �� i• Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size C- Size 7. VALUE OF CONSTRUCTION: $ A& 500. 02 FEES DUE: RECEIPT: OWNER'S 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 co ction and zoning. 'SrZA 1 )Plact PRINT QUALIFIERVOWNERS NAME SIGN TURF OF QUALIFIEW/OWNER STATE OF FLORIDA, COUNTY OF -6 i ACKNOWLEDGED I)—ETS _ a �I DAY OF �� 20 , BY SC o H .�a. t ji n WHO IS ERSONALLY KNOWN TO OR WHO HAS PRODUCED AS IDENTIFICATION. -kV1'S f'l PIA 1'uJI'1r1d-In OF FLOxIDA L:�;�A�TUREF NOTARY TYPE OR PRINT NAME® stina Roman 999 TITLE: NOTARY PUBLIC COMMISSION NUMBER •' Commission # E 07, 2014 —`-;;�'ds� ,xpires: OCT. v7, 2014 NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMEN�b:5aIr°'PAYING 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 NOA 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: ............................................. 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. DESCRIPTION OF PROJECTOR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which the product is to be installed. 5. CONTRACTORS INFORMATION ..................................... Indicate the State of Florida (if applicable) and St. Lucie County contractors registration numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION :........................................... 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 may be made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 _T1_—, 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 r � ��_� � 4,• � fix% T�� •;.�;� 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-1202-0134 SLIDING GLASS DOOR (&,, UNIT 605 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 605 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 1 8 2012 I rmy cc: Restoration Technology Si e' . oun , ' E. Florida Registration No. 45437 \cert.sw\fma1door.605.7-17-12 CONDO ® z 1® o Q n, V ca Q> MO p� Page 1 of 2 Brigit Koenig Restoration 10044 South Ocean Drive # 605 Date 2/6/12 Jensen Beach, Florida 34957 Technology MARK A V kD (J7 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 Brigit Koenig Restoration 10044 South Ocean Drive # 605 Date 2/6/12 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 Roof Tributery Area (Sq Ft 30 Height 10 15 20 25 35 40 45 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 ft +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 +58.3 +58.3 +58.3 +57.2 +56.3 +55.5 +54.8 +54.2 +53.7 E0101 -59.5 -59.5 -59.5 -58.7 -58.1 -57.6 -57.1 -56.7 -56.3 +59.5 +59.5 +59.5 +58.3 +57.4 +56.6 +55.9 +55.3 +54.8 -60.6 -60.6 -60.6 59.8 -592 58.6 -58.2 -57.7 -57.4 120 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 130It +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 -61.4 -61.0 -60.5 -60.1 150 ft +63.5 +63.5 +63.5 1 +62.3 +61.3 +60.4 +59.7 +59.0 +58.5 -64.4 -64A •64.4 •63.5 -62.9 -62.3 -61.8 -61A -61.0 160ft +64.4 +64.4 +64.4 +63.1 +62.1 +61.3 +60.5 +59.9 +59.3 -65.2 -652 -65.2 -64.3 -63.7 -63.1 -62.6 -62.1 -61.7 170 ft +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 -62.5 180 It +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 1 +66.7 1 +65.4 +64.4 1 +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 +66.2 +65.1 +64.2 +63.4 +62.7 +62.1 -68.2 -682 -68.1 -67.3 -66.6 -66.0 -65.4 -65.0 -64.6 210 It +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 1 +66A +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 it +69.5 +69.5 +69.5 +68.1 +67.0 1 +66.1 +65.3 +64.6 +64.0 -70.1 -70.1 -70.1 -692 -68.5 -67.8 -67.3 -66.8 -66.4 4.0 ft +70.1 1 +70.1 +70.1 +68.7 +67.6 +66.7 +65.9 +65.2 +64.6 '.10 -70.7 -70.7 -70.7 -69.8 -69.0 -68A -67.9 -67.4 -67.0 it +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 +71.3 +71.3 +71.3 +69.9 +68.8 +67.8 +67.0 +66.3 +65.6 -71.9 -71.9 -71.8 -70.9 -70.2 -69.5 -69.0 -68.5 -68.1 ]280ft +71.9 +71.9 +71.9 +70.5 +69.3 +68.4 +67.6 +66.8 +66.2 -72.4 -72A -72.4 -71.5 -70.7 -70.1 -69.5 -69.0 -68.6 +72.4 +72A +72.4 +71.0 +699 +68.9 +68.1 +67.3 +66.7 -72.9 -72.9 -72.0 -71.2 -70.6 -70.0 -6 .5 .1 +72.9 +72.9 +72.9 +71.5 +70.4 +69.4 +68.-72.9 6 +697.8 1 +67.2 EXTERIOR ZONES PRESSURES Mean DESIGN PRESSURES (PSF) - Zone 5 Roof Tributary Area (Sq Ft) 1 30 Height 10 15 20 25 1 35 40 45 50 61-70 ft -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 -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 -99A -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 ft -109.0 -109.0 -109.0 -106.0 -103.5 -101.4 -99.6 -97.9 -96.5 110 +59.5 +59.5 +59.5 +58.3 +57.4 +56.6 +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 +55.8 130 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 -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 +60.4 +59.6 +58.8 +58.2 +57.6 150 ft -116A -116A -116.4 -113.1 -110.5 -108.2 -106.3 -104.5 -103.0 +63.5 +63.5 +63.5 +62.3 +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 +66.7 +66.7 +65.4 +64.4 1 +63.5 1 +62.7 +62.1 +61.5 200 ft -123.7 -123.7 -123.7 -120.2 -117A -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 +64.1 +63A +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 +66A +65.5 +64.7 +64.0 +63.4 230 ft -127A -127.4 -127.4 -123.8 -120.9 -118.4 -116.3 -114.4 -112.7 +69.5 +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 1 +70.1 +70.1 +68.7 +67.6 +66.7 +65.9 1 +65.2 +64.6 250 It -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 +68.2 +67.3 +66.5 +65.8 +65.1 260 ft -130.7 -130.7 -130.7 -127.0 -124.0 -121.5 -119.3 -117.4 -115.7 +71.3 +71.3 +71.3 +69.9 1 +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 +66.2 280 ft -132.7 -132.7 -132.7 -129.0 -126.0 -123.4 -121.2 -119.2 -117.5 +72A +72.4 +72.4 +71.0 +69.9 +68.9 +611 +67.3 +66.7 -133.7 -133.7 -133.7 -130.0 -126.9 -124.3 -12.1 -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' ON Kd=0.85 EXPOSURE ICI 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 (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. 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 10 % OF LEAST HO RIZ DRAWING. THESE TABLES ONLY VALID WHEN SIGNED & DI DIMENSION OFF RAISED SEALED BY FRANK L. BENNARDO, P.E. MRH, WHICHEVER ERR 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 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, (� TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE w Lu ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. ENCLOSED BUILDING ONLY. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL O I S S SURFACES ONLY. Z S. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM w ORDINANCES. 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 FIGI IE V M C, > REMARKS DRWN CHKD DATE 2007 FLORIDA BUILDING CODE &NpGINEERINGoc* INITISSUE CL FLB 04/19/06 REVISE FOR 07 FBC TSB FLB 02/23/09O m E5 ASCE 7-05, MRH > 60 FTRESS r - n DESIGN LOADS FOR 160 SW 12th AVENUE, #106 m - z 1 r- COMPONENTS & CLADDING DEERFIELD BEACH, FL 33442 n N rn O I-J r„ z THIS DOCUMENT IS THE PROPERTY OF FRANK L. BENNARDO, RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART PH: 954 354-0660 FAX: 954 354-0443 ( � � � O Z ` 1 WITHOUT WRITTEN CONSENT OFFRANK L.BENNARDO,P.E. WWW.ENGEXP.COM . m ALTETIONS, ADDITIONS, HGHLIGHTING, OR OTHER MARKINGS TO THIS DOC MENTIARE NOT ERMIITED AND mnmi 1- ni io-T-1-1- CERT OF AUTH #9885 Z r m < MIAMI- e BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA 1070 Technology D 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 uicur 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. DESCRIPTION: %`liPce Grn-7rZnRP" Alum s 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 lin 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 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. MAMMADE COUNTY Expiration Date: Marc i , 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; G4 - 7/16" LAMINATED: (2) LITES OF 3/16" HS WITH AN .090 SGP INTERLAYER. G4A - 9/16" LAMINATED: (2) LITES OF IM HS GLASS WITH AN .090 SGP INTERLAYER. G6 -1" LAMINATED INSULATING GLASS: 3/16" 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 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. 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 331/3% 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 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-0012, DATED 8/7/09. 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 1l2" 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. Concrete Screw Anchorage Minimum Embedmem and Minimum Edge Distance Requirements Head and Sill Jamb. Concrem Un'Grauted CMU Grouted CMU TY a Dia. Min, Emb. Min. Ed Min. Emb. Min. Ed Min. Emb. Min. Ed Elco Uitracon 114" 1 3/6 2 112 1 1/4 2 112 1 314 2 lr2 5116" 1 3/4 1 114 1 Ire 1 Bile 1 314 "< 112 Elco Crete•Ffex SS4 114" 1 3/4 2 1/2 1 1/4 2 1R Not Reccmrtended NOKOMIS. FL 34276 P.O. BOX 1529 NOKOMIS, FL 34274 Concrete Strength Requirements Type Dia. 1. Elco Ultra con - 114" 2700. psI 6116" 3500 PSI Elco Crete -Flex SS4 114- 3350 psi Definitions: Emb. = Embedment Ed = Edge Distance Min. = Minimum CONCRETE SCREWS STRENGTHS: FyMIN. = 135KSI Fu MIN. =177 KS1 raamnry Strength Requirements Ungrounted CMU ASTM C-90 ASTM C-10 with 9,,I canwrmirg Grouted Cr4U to Sections 2105.2.2.1.2 end R609 Nthe FBC. Wood Screws (Head, Sill & Jambs) In. Type IMIn.Embj Mln. Ed #12 Wood Screw 1 1 3/8" 1" Elco Crete -Flex SS4 1 1 318" 1' UNLESS OTHERWISENOTED I SERIES 770 H.P. ALUMINUM SGD - LMI I NTS I i - 10 1 PGT0004 NOA DRAWING MAP SHEET GENERAL NOTES.............1 ELEVATIONS... ................... 2 GLAZING DETAILS ............ 3 ANCHORAGE ..................... 4-0 DESIGN PRESSURES.. ..... 4 ELEVATIONS ..................... 7 CONFIGURATIONS ........... 7 VERT. SECTIONS..............a HORIZ. SECTIONS............ 8 PARTS LIST ....................... 9 EXTRUSIONS .................... 10 Appry td of crsata+.;�iug wi!$ f@B 6 lot< I:;Jc ARw1 '2yr awo M1brch!".F� i l i .iie Pr_3cc4 Cclri'tc1 D!vc:c� By lrjltic.e_ 4tn� !Z v OF Robert J. Amoroso, P.E. MAX. UNIT WIDTH 96" MAX. UNIT WIDTH 145 5/16" MAX. D K MAX. J J UNIT B e / e / UNIT 8 6 / 5 HEIGHT a B 5 HEIGHT e 6 B 108" 108" XO, 0) b 5 OXX, xxO, OXO MAX. UNIT WIDTH 191 1/2" MAX. UNIT HEIGHT 108" J M J D Q � E / 8 / 8 / 8 / E L $ B a Rpprmcd as eampfy �sSSh FSe Florida EciCiuM„ Cade. Date MARGN 24, oro °at,creca u°y ls�ti 1 • C� s� z� i OXX0 APPROVED CONFIGURATIONS 497 ELEVATIONS %: i�`' •.<, o R Via: ��•` ozzslro " PER MIAMI DADE COMMENTS 10 NOKOMIS FL YDRIVE SERIES 770 H.P. ALUMINUM SGD - LMI ',,�ss10nii{��``- SMC 11116109 A PER MIAMI DADE COMMENTS P.O. Box 1529 c -er. mw p . D b. NOKOMIS, FL 34274 ® sar�.a>H °' b"°t °ei0°ab fl°'` Robert J. Amomso, P.E. SMC 0810.5109 RA SGD770 H.P. NTS 2 d 10 PGT0004 B PE#49752 2Q4 3/16" HS GLASS 212 3/16" HS GLASS DUPONT.090 SGP DUPONT.090 SGP EXTERIOR ' 3l16" HS GLASS 3116" HS GLASSr 3/8"AIR SPACE 74 EXTERIOR 7/16" NOM. 3/16" T GLASS 1" NOM. 82 83 M. I 3/4" NOM. S GLLASS 80 79 BITE TRUSEALDURASEALSPACER — 7, , 7/16" LAMINATED GLASS TYPES G4 1" LAMINATED INSULATING 205 1/4" HS GLASS DUPONT .090 SGP 1/4" HS GLASS EXTERIOR 9116" NOM. — 82 _ 81 I GLASS TYPES G6 SGP = DUPONT SENTRY GLAS PLUS 213 3/16" HS GLASS EXTERIOR DUPONT.090 SGP 3/16" HS GLASS --H 74 5/16" AIR SPACEV34'NOM 1/4" T GLASS 1" NOM. 83 314" NOM. GLASS BITE 7 , i 54 TRUSEAL DURASEAL SPACER '( 55 9/16" LAMINATED GLASS TYPES G4A 1" LAMINATED INSULATING GLASS TYPES G6A "07ECHNOLOGYDRNE GLAZING DETAILS NOKOMIS, FL 34275 ' P.O. BOX Im SERIES 770 H.P. ALUMINUM SGD - LMI NOKOMIS, FL 34274 s"184* �' ,—, sc077D KP NTS 3 > 10 PGT0004 Appmd m CnnoijiZWOh Ck Flmd& SnldL—g Codo We M 4Aeji sy snro NOA0 O -O • I7_T, Mb.1 qDid. lj�d I c.,* 1, Bp Slw LI~4�n�� No OF R.Wt J. A..mso, P.E. PE 049752 DESIGN PRESSURE AND ANCHORAGE -HEAVY DUTY STILES -REINFORCED INTERLOCKS - HEAVYDUTY ASTRAGAL TABLE 1. > HEAD & SILL (H&S) INTERLOCK & STRAIGHT & CORNERASTRAGAL CLUSTER PLUS INTERMEDIATE ANCHOR CITY. PER PANEL H & S. > JAMB ANCHOR QTY. Anchor Types: G4 -7/16" LAMINATED GLASS- (3116" H.S.I SGPI3/16" H.S.) 1) -1/4" ELCO ULTRACON (FORMERLY TAPCON) G4A - 9/16" LAMNATED GLASS- (1I4" HS. I SGP/ 1/4" RS.) 2) '1/4" SS4 CRETEFLD( G6 - 7/16" LAMINATED I.G. U. - (3116' TE?vP. / AIR / 3/16" H.S. / SGP / 3/16" H.S.) 3) '5116" ULTRACON G6A - 7/16" LAMINATED I.G.U. - (1/4" TEMP. / AIR 13/16" HS.! SGPI3/16" H.S.) 4) '#12 STEB_ SCRBN (G5) ' SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. UNIT HEIGHT 80 84 90 96 102 108 Z U O Z U p Z U O Z U p Z U p Z U p NOM. PANEL FRAME O o 3 O Q o 3 O o O 0 O O p O O O WIDTH SIDE _ O O O O U O 3 p 1 p 3 Q N GLASS TYPE - 4, 4A 6, 6A +90 -110.0 +90 -110.0 +90-110.0 +90 -110.0 +90-110.0 +90-110.0 24 2 kz- 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 10 10 1 10 10 10 1 10 10 10 10 10 1 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 30 N r 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 d JAMB 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 tjC6+2 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 m 2 H&S C6+2 C6+kC6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2b!lf IEEE <- JAMB 10 10 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 rA 42 ° 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 a` JAMB 10 10 10 10 10 10 10 10 10 10 10 10 10 10 12 10 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 w r 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+3F 2 C6+2Fc', 1+3 C6+2 C6+2 C8+3 d` JAMB 10 10 10 10 10 10 10 10 10 10 10 12 102 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. POSITI VE PRESSURES IS 60.0 PSF MAX. OVERHANG (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A ON THIS SHEET. OH LENGTH 3. 21/2", 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 OH OH HEIGHT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED HEIGHT EQUAL TO 1 WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA O OR GREATER BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR OI WATER INFILTRATION. 4. SEE SHEETS 5 & 6 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. SEE NOTE 3 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. u = EXAMPLE ON SHEET 5 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 MED - 3-114" + 60.0 PSF HIGH - 4" 1 + 90.0 PSF SEE NOTES 1-3 70lECHNOLOGYDRlVE DP AND ANCHORAGE CHART NOKOM/S, FL 34275 P.O. SOK152S SERIES 770 H.P. ALUMINUM SGD - LMI NOKOMIS, FL 3U74 ® Ds""'' 4 sh °mi1®^'° scDnoN.P. NTS � 10 PGT0004 Approved cA eempiyrr.3 a¢»h th Fladda E' iclzg Lode Date NBtN a . 7oro NOA:m 2 ./y MLta!a1 pDare r aaaer CoahW 13,1� 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-S-EE CLUSTERET., S DHT, 6 CENTER OF PANEL "ANCHORS PER PANEL" ARE THOSE 3-1/2" TERLOCK 3.5" MAX. ASTRAGAL IN' MAX.. AT THE HEAD AND SILL BETWEEN CENTERLINE O.C. CENTERLINE i CLUSTERS OR THOSE BETWEEN A CLUSTER AND A FRAME JAMB. o 0 0 2.04" 1-77—. 8" MAX. - - I 24" MAX. O.C.. 1 f 1- — 7" MAX. O.C. L EXAMPLE OXX ANCHORAGE -PLAN: . C8+3-HE4D & 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 - — - -- -- — ---- ------ - — - — -- - ----------- - — --- ---- I 1 N C8+3 = (36) ANCHORS TOTAL AT HEAD AND AT SILL 3 C8 3 C8 3 C8 3 x x x x x x z x x x x x z 6" MAX x 18" 4X x x� x x 21" MAX. O.C. x� x xx x xx xxx-24"MAX.O. 6" MAX. �.x —x L8" MAX., TYP, x L~ C.L. ASTRAGAL t42 I)' -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 'NOKOMI , FL 342 RIVE ANCHORAGE SPACINGS EXAMPLE PLANS NOKOM/3, FL 34275 mu: P.O. eoxt529 SERIES 770 H.P. ALUMINUM SGD - LMI NOKOMIS, R34274 IV\ . de4vB�1L� - SOOna H.P. NTS 5 a 10 PGT0004 Appm-Jed m MmPsldng wltti ase Fl-tas H on, e��t Dstc L P NOA/J a .p Mlam7D FtWuc24'AL91 ; tr V FTA7TEO`FfL)4f O R 1 O 3� T .. Amoroso, P.E. PE 949752 EXTERIOR INTERIOR (ALL VERT. SECTIONS) NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. �— 2 1/16" O.C. 1" MIN. E.D. TYP. EXT. — —� 1 3/8" MIN. j SEE CHART, SHT. 1 1!4" F T MAX. SHIM 114" MAX. SHIM WOOD ANCHOR TYP., SEE 1x WOOD ANCHOR NOTE 2, SHT. 1 BUCK TYP., DETAIL A. 2-TRACK Wl SCREEN FRAME HEAD SEE ANCHOR E WOOD INSTALLATION NOTE 3, SHT. 1 CONCRETE ANCHORTYP., SEEANCHOR 1' MIN. 2 1/16" O.C. NOTE 1, SHT. 1 E.D. TYP. EX• DETA EXT. I 1 318" MIN. C( 1/4" 2x WOOD BUCK TYP., SEE MAX' ANCHOR NOTE 3, SHT. 1 SHIM WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 DETAIL B, 2-TRACK FRAME HEAD WOOD INSTALLATION ---I r_____------ ASTRAGAL OR I T. INTERLOCK i i INT. INTERLOCK IN , CENTERLINE I CENTERLINE I I I i j 7" MIN. i i 7" MIN. I 4.051" i 1.75" MIN. i 1.75" MIN. I MIN. I O.C. j - i i tx WOOD BUCK TYP., SEE — 2.04" i i 2.04" ANCHOR NOTE 3, SHT. 1 � I TYPICAL JAMB CLUSTER I N. i i MIN. 3.50" MI FOR DETAILS "D" & "E" L________----------- J L--------- ,GAL /INTERLO2-TRACK, ASTRAGAL/INTERLOCK 2-TRACK ASTRCK 6 ANCHOR CLUSTER 8 ANCHOR CLUSTER --------------------------� r-------- ASTRAGAL OR INT. INTERLOCK I I I I SEE CHART, i 7"MIN. 3.50" I SHT. 1 I MIN. I � I • I I T I I 2.04" I r I 2 1/16" O.C. I 4.051" ___ _ __ ________ L-------- ----J 2-TRACK ASTRAGAL!_ INTERLOCK CONCRETE ANCHOR CLUSTER -C7 CENTERLINE JAMB 21/16" O.C. )N SEE CHART, SHT. 1 I 1x WOOD SEE CHART, BUCK TYP., SHT. 1 SEE ANCHOR EXT, 1 NOTE 3, SHT. 1 _ I 1/4 ONCRETE MAX. SHIM 1 3/8" MIN. ANCHOR TYP., WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 1/4" MAX. SHIM -�1 1" MIN E.D., ONCRETE SEE ANCHOR NOTE 1, SHT. 1 TYP. DETAIL F. 2-TRACK FRAME HEAD 2x WOOD BUCK TYP., SEE CONCRETE INSTALLATION 1/4" MAX. (SEE ANCHOR ANCHOR NOTE 3, SHT.1 41�1' 1/4" MAX. 21/16" O.C., TYP. NOTE 5, SHT. 1) WOOD ANCHOR 1 I' !n� 2 1l16" O.C. (SEE ANCHOR NOTE 5, SHT. 1) ONCRETE 1 1 EXT. TYP., SEE ANCHOR EXT. 1 _ 1 3J8" MIN. NOTE 2, SHT. 1 1 —J SEE CHART, . 2x WOOD BUCK TYP., SEESHT. 1 2 1l16" 1" MIN I� EXT. ANCHOR NOTE 3, SHT. 1 ,;.✓ . N O.C., TYP. E.D., n,P DETAIL E, 2-TRACK FRAME JAMB CONCRETE ANCHOR TYP., SE CHART, DETAIL C. 2-TRACK FRAME SILL ' WOOD INSTALLATION SEE ANCHOR NOTE 1, SHT. 1 4 DETAIL G 2-TRACK FRAME SILL _ SHT. 1 WOOD INSTALLATION CONCRETE INSTALLATION o.,oVavr TITECHNOLOGYDRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 770 H.P. ALUMINUM SGD - LMI sw.• sMr. o,..epxn NTS s m 1O PGT0004 pppmrril at maeP.h•!oL+aith tGa PlwiCa uu:yce ca.la pmte.� ~'�(VtV 2w � to NOAN o9-o9•`t • Jfsl1't —1�- ptlnml OtIY' Ptodocl PE 949752 PANEL LETTER SINGLE K INTERLOCK LOCKSTILE A SINGLE LOCKSTILE INTERLOCK D LOCKSTILE SINGLE INTERLOCK M LOCKSTILE SINGLE INTERLOCK LSINGLE ASTRAGAL INTERLOCK _ OUT mtxov0 LR ASTRAGAL SINGLE R OUT INTERLOCK (SO NASTRAGAL SINGLE IN INTERLOCK (80"UJ CSINGLE ASTRAGAL INTERLOCK 1N (eoxw) SINGLE FIND P INTERLOCK LOCKSTILE FIXED SINGLE R LOCKSTILE INTERLOCK TASTRAGAL FI)(ED OUT LOCKSTILE (9OXtwr) T ASTRAGAL [,�__ FIXED IN LOCKSTILE (90XIN) SFIXED ASTRAGAL LOCKSTILE OUT taoxOtln �] ASTRAGAL �sSFIXED I LOCKSTILE IN 4 INTERIOR (ALL PANEL TYPES) 15 EXTERIOR NOTE: REINFORCEMENT REQUIRED AT ALL INTERLOCKS. DETAIL 'K'OR'L', SHT. 8 & NOTE: ANCHOR DETAILS 'D' & 1. MAXIMUM NOMINAL j 'E', SHT. 6 'rDETAIL'J', SHT. 8 PANEL WIDTH FOR ALL PANEL CONFIGURATIONS ^) EQUALS 48" ASTRAGAL DETAIL'M', SHT. 8 J v DETAIL T, SHT. 8 & EXTERIOR ANCHOR DETAILS'A','B'& 7 'P. SHT. 6 I 191 1/4" MAX. VVIU I t1 SEE FIXED 41" MAX. PANEL CLIP O.L.O. DETAIL BELOW WIDTH PANEL PANEL PANEL PANEL TYPE ii TYPE TYPE 'I TYPE R L' D' P' I! i 97 7/8" 10' AX. MA M1 D.L.O. is SEE i, HT. TY I TYP. i REINF. NOTE REINF. j i I 3 j I 7 T�1 SEE FRAME & OXXO (2 TRACK) DETAIL'H', SHT. 8 & t J PANEL CORNER ANCHOR DE 'G', S'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 7/8" MAX. 3. (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 7GYDMVE r PANEL TYPES /EXAMPLE ELEVATIONS NOKOMIS, FL 34275 — P.O. HOX l529 NOKOMIS, FL 34274 I H.P. ALUMINUM SGD - LMI sroa� oa.syxo. NTS 7 w 10 PGT0004 -ITI!�F�F IJ l:f1l:CWFII CT CTF .f.�iF1'Sf Appmed w rntn4:rinQ with th Florida DuM. Cafe Dnte MRR s 30 to INOAq �Y3 .� M1nail Dade Wo4cci Caafud D lot a FI- OF RIqQ' :exna►7T:rriW11Z;V; DETAIL'N' SCREEN AT HEAD In, INTERIOR (ALL HORIZ. SECTIONS) 15 EXTERIOR 15 112 52 40 53 51 DETAIL'P SCREEN AT JAMB DETAIL'O' SCREEN AT SILL SILL RISERS OPTIONS a EXTERIOR INTERIOR (ALL VERT. SECTIONS) (SEE D.P. LIMIT TABLE 1A, SHEET4) 24 23 21 19 } 4.055• i1 2.555•5• 1.567" FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER 25 22 20 ,5 4.055" 3.305° ,.567• FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER DETAIL'L' 3" � 069 3° D � L 0 121 9116"' FIXED PANEL CLIP REQ'D AT TOP (HEAD) & BOTTOM (SILL) OF FIXED "0" PANELS. SEE SECTION "J" THIS SHT. & FIXED PANEL CLIP DETAIL ON SHT. 7 97 718" MAX. DETAIL T DLO TYR DETAIL'H' ASTRAGAL DETAIL'M' App—d ca east;�c;;,,; "tt' th< FbrWA SUW2Cult' ha b. mimw.Ddai ecstrc-0 D= P F �e er• wevreroiu: 1070 TECHNOLOGYDRNE • •—• •. �v�� u .v..�r—v... r.... a,�v a �v...r�. a_v _e .U• R SSMC o02123110 BBB PER M" DADE COMMENTS NOKOMIS. FL 34275 *� 'O0i�S/ON Ae 'EN�``� sMc rrireros A PER M1AM1 DADE COMMENTS P.O.fiox 152e SERIES 770 H.P. ALUMINUM SGO - LMI NOP.O. B FL 34274 b1�iLMo°1° s� giio0--w,... mectsa . DSa: ® °�°'eeb' eo. Robert J. Amoroso, P.E SMC OM05/09 SGD770 H.P. NTS 8 �+ 10 PGT0004 D PE#49752 ITEM PGT D�vg. # PGT. # Descri Apptowd ee comjA ( %jtb tke Ba�di eCe4e Nate aR 2w oro 1VOA9 F1tnm1 eP�od.:ct Coo�tcd BJ .✓1FKY4 NOTE: ALL ALUMINUM = 6063-T6 �`��JPME8 qy'�s CEMS . 591o� 7,52 STATE •tll+' O 10707ECHNOLOGYORNE NOKOMIS, FL 34275w P.O. sox 1529SERIES NOKOMIS, PL N274 Tnf. PARTS LISTSMC Robert J.Amomso. P.E. PE #49752 Rawer oam 02/23/f0 B PER MIAMI DARE COMMENTS 770 H.P. ALUMINUM SGD - LMlSMC a 11116109 '�"`""" A PER MUIMI DADE COMMENTS SMC 08/0&09 a.aaaa RIA naex ,.oam: a'"iEbQ� �" °arQ""' �'' SOD770 H.P. NTS 9 m 1O PGT0004 8 ption 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 HEADIJAMO 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 - OHOLLOW 20 17321 617321 SILL RISER - LOW FLAT 21 17318 617318 SILL RISER -LOW HOLLOW 22 17355 617355 SILL RISER - A1ED FLAT 23 17354 617354 SILL RISER -MED HOLL0IN 24 77320 617320 SILL RISER - HIGH HOLLO'N 25 17323 617323 SILL RISER - HIGH FLAT 40 4319 612258 SCREEN SIDERAIL- 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 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" X 1/16" SITTING BLOCK 204 GLASS 7/16 LAMI HT -HT SGP 205 GLASS 9116 LAMI HT -HT SGP 212 GLASS LAMI IG 3/16T-7f16LAMl Hi-HiSGP 213 GLASS LAMI IG 1/4T-7/16LAMI HT -HT SGP ITEM PGT Dwg. # PGT. # Description 61 17326 617326 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB WSTP. -THIN (INSIDE INTERLOCK) 64 1i29 71729 SILL END WEATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 66 17346 617346 INTERLOCK ALUM REINF. (PANEL-9") 68 17339 617339 HEAVY DUTY ASTRAGAL 69 17324 617324 TOP &BOTTOM RAIL 70 17350 4t7350 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 8i53 78153N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW 899 OR 995 75 BIBS 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 76 71032X1FPFX #10.32 X 1" FL. SS SCREW W/ TYPE "F" TIP 77 7103239 10-32 STEEL LNC U-NUT 79 17357 617357 1" IG BEAD HORIZONTAL 80 17359 617359 7l16 BEAD HORIZONTAL 81 17360 617360 9116 BEAD HORIZONTAL 82 1224 GTP247K VINYL BULB WEATHERSTRIP 83 IGTAPE 112"X 1l16" SINGLE SIDE ADHESIVE TAPE FOR IG BEAD 100 8052 48052 ROLLER ADJ. 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 -o' LONG 106 17352 617352 EXTERIOR FIXED PANEL RETAINER 107 1739 71739 HANDLE KIT -INTERIOR RAISED WITH THUMB TURN 100 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 #10 X 3!q" PH. PN. TEK - S.S. 112 1235 67S1G WSTP, .270 X.170-FIN SEAL 113 1712 64066 .187 X.230 FINSEAL 114 710X715P PX #10X1 i!2" 115 710XPPT #10X1" 116 720X1X #14-20 X 1" ST. STL 117 720X112X #14-20 X 1.5" ST. STL. 121 17353 "O" PANEL BRACKET 122 #10 X 1 1J4" TEK SCREW 1.303° 1 050" 0.718" �r_-_' � '�'j 0.83" � " � 1.050" 1.003" -�T 0.325" � 0.062" 0.779" 0,752 0.062 0.062" � 0.290" 0.757" 0.264" 0.050" J 0.080" 0.050" INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) GLAZING BEAD (I.G.) (65) MAT'L: 6063-T6 (5) MAT'L: 6063-T6 (78) MAT'L: 6063-T6 SILL TRACK (79) MAT'L: 6063-T6 FIXED PANEL CLIP 4.125" (11) MAT'L: 6063-T6 (105)MAT'L: 6063-T6 6.198" � 4.49" ir 0.062' )I 1.304" 1.211" 1.505" I I 0.081" I� 3.I m � -d 25" ---►I 2-TRACK HEAD W/ SCREEN TRACK 0.080" 2-TRACK SILL 0.232" TOP/BOTTOM BOTTOM RAIL (2) MAT'L: 6063-T6 (7) MATL: 6063-T6 (69) MATL: 6063-T6 3.979" 4"IL I' j�Ij` J I 3.125" - .1 I 11 0.281" �I HEAVY DUTY STILE HEAVY DUTY ASTRAGAL (61) MATL: 6063-T6 (68) MATL: 6063-T6 - F5.0�llr�n�l 69" 1.2,1"0.080" 081" -1 2-TRACK HEAD (1) MATL: 6063-T6 T0.750" 4.0)i5" 0.062" 1 I� MATL: 6063- 1.467" F-- 6.221" 0.062" -- I T FLUSH FLAT SILL RISER (� ��JI f 1. 5 1.645° Il 0� 1 (18) MAT'L: 606 3-T6 1.872" 0.08 �� 2-TRACK SILL W/ SCREEN TRACK (8) MATL: 6063-T6 1.654" 1.2 0.250" REINFORCEMENT (66) MATL: 6063-T6 0.750" (PANEL LENGTH -9") -I 0.750" 0.062" t� 1 2.5155' 1 =R LOW BOX SILL RISER (21) MATL: 6063-T6 1.36" 0.081" q5.06EE 2-TRACK JAMB (14) MATL: 6063-T6 2-TRACK JAMB W/ SCREEN TRACK (15) MATL: 6063-T6 0.062" 1.019" SCREEN STILEI (40) MATL: 6063-T6 �_0.062° 0.709" 1.888" 0.080" J p p 1.045" 1.162" 54" � I� 0.550" 1.993 0.062" FIXED PANEL RETAINER 0.875 1.739"' (106) MATL: 6063-T6 SCREEN TOP RAIL �j INTERLOCK (45) MATL: 6063-T6 1 993" (62) MAT'L: 6063-T6 (f 0.232" 0.062" 0.232" p1mm•'ed ez.c d. wish tha SCREEN BTM. RAIL �.tae«tata"c�ee (46) MAT'L: 6063-T6 wrrMARc_�"sy�2 0.232" NOA,J O oY 2 W m! rl:idp p u, G�stml (�--F 0.906" 3.955"------. 3.205" 2.455" j m o.os2'• 101.567" FLUSH BOX SILL � RISER 1 j 0.062" 0.062" LOW FLAT SILL RISER 0.062" MED. FLAT SILL RISER �j 0.062" �iFf HIGH FLAT SILL RISER 111 Sims �� QL ap (19) MAT'L: 6063-T6 (20) MATL: 6063-T6 (22) MATL: 6063-T6 (25) MATL: 6063-T6 n." , 1 TE OF .:4 ro TECHNOLOCYOWVE EXTRUSIONS ,�'••.c _ NOKOMIS, FL 34275 t� ✓ �' 1 O R i Q p' �� SERIES 770 N.P. ALUMINUM SGD - LMI NOKOMS FL344274 s m ear.: s s"'°r om.mw. a..: 4j++v ® S... H.P. NTS 10 10 PGT0004 B RobePE .9 52so, P.E.