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Home My WebLink AboutSUBMITTED PAPERSDATE: PERMIT NUM"L: / PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SCANNED (772) 462-1553 BY APPLICATION FOR REPLACEMENT OF St. Lucie County WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: 100q q S OiJQ 0.n 17r 0`i � ► ��' 2. PARCEL ID NUMBER: L15 d ;k $ oy oo U ono �- 3. DESCRIPTION OF PROJECTOR WORK ACTIVITY: I mia I l h u ►m t 6-r o i ►yv +ate _ 4. TYPE SFR 5. OWNERS INFORMATION 6• Name: kn,AR.a F. n ind C0,01 i--1X\*if v Address: Q L45 F Sla ore . L City: RphJ' State: _ Zip: _OU-7 u A_ Phone: HOME OTHER CONTRACTOR'S INFORMATION FL Reg/Cert #: C CU C RO411-13 CountyCert #: d a 5 ?1 Business Name: R eS WC1;h an TeC.0 1 Q *, In c . Phone Number: a 514- g a d- 3 a1 I 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 5 7 0 Exposure C- Overhead Garage Doors < 30, - F.B.C. Table 1609.6 (1) + 1609.6 (2) W Size C- Size 7. VALUE OF CONSTRUCTION: $ y. 50 1), 00 , 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 traction and zoning. PRINT QUALIFIERNOWNERS NAME SIG" I OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF % , uw'L ACKNOWLEDGED BEFO , ME THIS 2LI DAY OF � 20 j R -, BY SCj-M .WA0 N WHO I ERSONALLY KNOWN TO ME R WHO HAS PRODUCED AS IDENTIFICATION. . iNOTARY PL'BLIC•STATE OF FLORIDA S%NY ATURE OF NOTARY TYPE ORPRINT NAME Ov ' 3 RORIflri .Omuussion # EE032999 TITLE: NOTARY PUBLIC CONMISSIONNUMBER •°•.,, Exphs: OCT.07,2014 BONDED THRU ATLANTIC BONDING CO., INC. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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: ....................................... ..... 2. PARCEL ID NUMBER........................................................ 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ 4. OWNERS INFORMATION :................................................. 5. CONTRACTORS INFORMATION: .................................... 6. VALUE OF CONSTRUCTION :........................................... Indicate the street address, or. general location, of the property on which the building activity is taking place. Indicate the Property Tax Identification Number for the property on which the building activity is taking place. Briefly describe the building activity under permit application. Indicate the name and address of the owner of the property on which the product is to be installed. Indicate the State of Florida (if applicable) and St. Lucie County contractors registration numbers, and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes- all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections maybe made by calling (772) 462-1261. SLCCDV FORM NO.006-05 AFTER RECORDING -RETURN TO: - JOSEPH E. SMIT-,� ,ERK OF THE CIRCUIT COURT i SAINT LUCIE CO 4r ' FILE # 3645687 11! 6f,=v i I at 10:25 Mil OR BOCK 3338 PAGE 693 - 69S nrzo Type: NC RECCRDINIG: $10.00 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 D a g0 y 00 3 Lp coo a- 2. GENERAL DESCRIPTION OF b. Address ,PL{S— Shp —If ed. M &k S O T 0LP-7(p:-) c. interest in property d. Name and address of fee simple titleholder (if other than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: S�QStd3 Dn t-F DAAr 0Ak.*_n 14 1n 121.,1+ •-t Ef1A FL, f n,inQ09v@non. �2 �331 - 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 Signature of Owner or Owner's Authorized Officer/Director/Partner/Manager `.QVY\ Pi V- 1()wm_er Print Name and Provide Signatory's Title/Office -i StateofFke'Adar,0)1nea-hG4--f_ County of 11 C(A) �LL I _ The foregoing instrument was acknowledged before me this _day of (J To cD v' , 20 ! By Laurie, Q. & U n4--h i Pam/ , as QWn �w (Name of person) n (Type of authority... e.g. Owner, officer, trustee attorney to fact); For / QU rl e� �C� i1'%{11�f /� r f :4: r n (Name of party on behalf of whom instrument was executed) Personally Known V/or produced the following type.of-1 5.' .SIIZadIB@ C. M8C8lO -7sy,. `0'ti�c� R0 omm!ssion E o!m 6 /2012 s` ��uzar�ne 0 0,rtin (Printed Name of Notary Public) (Signat a of Notary Public) (deal) , Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are truetolfthd befit of t>ly ictlQ . ed•,ge�,4 S = , a belief (section 92.525, Florida Statutes). Signature(s) of Own s) or O er(s)' Authorized Officer/Director/Partner/Manager �hq�igti'eglJa e By: By Rev. 08/30/2007(Recording) n 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 j*y 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-1202-0116 SLIDING GLASS DOOR na, UNIT 504 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 504 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. pr�c��oe� rmy cc: Restoration Technology No. 45437- \cert.sw\fma1door.504.7-17-12 ' Page 1 of 2 Laurie Gontier Restoration 10044 South Ocean Drive # 504 Date 2/6/12 Jensen Beach, Florida 34957 Technology MARK A v N Ln 107.5 PGT SGD-770HP Sliding Glass Door NOA. 09-0826.12 Approved DP +60 -110 Required DP +59.5 - 59.5 Page 2 of 2 Laurie Gontier Restoration 10044 South Ocean Drive # 504 Date 2/6/12 Jensen Beach, Florida 34957 1 1 Technology 2007 FLORIDA BUILDING CODE & ASCE 7-05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES (PSF) - Zone 4 Roof Tributary Area (Sq Ft) Height 10 15 20 1 25 30 1 35 40 45 1 50 ft -5q'1 -54.1 -54.1 -53A -52.8 -52.3 -51.9 -51.6 -51.2 61-70 +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 +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 +58,3a +58.3 +57.2 +56.3 +55.5 +54.8 +54.2 +53.7 L0100 -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 >BQ'6 -60.6 -59.8 -59.2 -58.6 -58.2 -57.7 -57.4 „20 ft +60.6 +60.6 +60.6 +59.4 +68.5 +57.7 +57.0 +56.3 +55.8 -61.6 -61.6 -61.6 -60.8 -60.2 -59.6 -59.1 -58.7 -58.4 130 It +61.6 +61.6 +61.6 +60.4 1 +59.5 1 +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 +62.3 +61.3 +60.4 +59.7 +59.0 +58.5 -64.4 -64.4 -64.4 -63.5 -62.9 -62.3 -61.8 -61A -61.0 160 It +64.4 +64.4 +64.4 +63.1 +62.1 +61.3 +60.5 +59.9 +59.3 -65.2 -65.2 -65.2 -64.3 -63.7 -63.1 -62.6 -62.1 -61.7 170 It +65.2 +65.2 +65.2 +63.9 +62.9 +62.0 +61.3 +60.6 +60.0 -66.0 -66.0 -66.0 -65.1 -64.4 -63.8 � -63.3 -62.9 -62.5 180 ft +66.0 +66.0 +66.0 +64.7 +63.7 +62.8 +62.0 +61.4 +60.8 -66.7 -66.7 -66.7 -65.9 -65.2 -64.6 -64.1 -63.6 -63.2 190 ft +66.7 +66.7 +66.7 +65.4 +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 It +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63.4 +62.7 +62.1 -68.2 -68.2 -68.1 -67.3 -66.6 -66.0 -65.4 -65.0 -64.6 210 ft +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 It +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 It +69.5 +69.5 +69.5 +68.1 +67.0 +66.1 +65.3 +64.6 +64.0 -70.1 -70.1 -70.1 -69.2 -68.5 -67.8 -67.3 -66.8 -66.4 140 It \ +70.1 +70.1 +70.1 +68.7 +67.6 +66.7 +65.9 +65.2 +64.6 ft -70.7 -70.7 -70.7 -69.8 -69.0 -68.4 -67.9 -67.4 -67.0 /(!50 +70.7 +70.7 +70.7 +69.3 +68.2 +67.3 +66.5 +65.8 +65.1 -71.3 -71.3 -71.3 -70.4 -69.6 -69.0 -68.4 -68.0 -67.5 260 It +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 -68.1 270 ft +71.9 +71.9 +71.9 +70.5 +69.3 +68.4 +67.6 +66.8 +66.2 -72.4 -72.4 -72.4 -71.5 -70.7 -70.1 -69.5 -69.0 -68.6 280 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 ft +72.9 +72.9 1 +72.9 +71.5 +70.4 +69.4 +68.6 1 +67.8 +67.2 EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF) - Zone 5 Roof Tributary Area (Sq Ft) 30 1 Height 10 1 15 20 25 35 40 45 50 -99.1 -96.4 -94.1 -92.2 -90.5 -89.0 -87..7 70 It +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 +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 -925 +57.0 +57.0 +57.0 +55.9 +55.0 +54.3 +53.6 +53.0E52.-106.9 -106.9 -106.9 -103.9 -101.4 -99.4 -97.6 -96.0 +58.3 + .83 +58.3 +57.2 +56.3 +55.5 +54.8 +542"109.0 --99.1 109.0 -106.0 -103.5 -101.4 -99.6 -97.9 110ft59.5 +-99.1 +59.5 +58.3 +57A +56.6 +55.9 +55.3-111.1 -1111 -111.1 -107.9 -105.4 -103.3 -101.4 -99.7120 ft+60.6 +60.6 +60.6 +59.4 +58.5 +57.7 +57.0 +56.3130 -112.9 -112.9 -112.9 -109.8 -107.2 -105.0 -103.1 -101.4 . It +61.6 +61.6 +61.6 1 +60.4 1 +59.5 +58.6 1 +57.9 1 +57.3 +56.7 140 It -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 -116.4 -116.4 -116.4 -113.1 -110.5 -108.2 -106.3 -104.5 -103.0 150 ft +63.5 1 +63.5 +63.5 +62.3 +61.3 +60.4 +59.7 +59.0 +58.5 -118.0 -118.0 -118.0 -114.7 -112.0 -109.7 -107.7 -106.0 -104.4 160 It +64A +64.4 +64.4 +63.1 +62.1 +61.3 +60.5 +59.9 +59.3 -119.5 -119.5 -119.5 -116.2 -113.4 -111.1 -109.1 -107.3 -105.8 170 ft +65.2 +65.2 +65.2 +63.9 +62.9 +62.0 +61.3 +60.6 +60.0 -121.0 -121.0 -121.0 -117.6 -114.8 -112.5 -110.4 -108.6 -107.0 180 ft +66.0 +66.0 +66.0 +64.7 +63.7 +62.8 +62.0 +61.4 +60.8 -122.3 -122.3 -122.3 -118.9 -116.1 -113.7 -111.7 -109.9 -108.3 190 ft +66.7 +66.7 +66.7 +65.4 +64.4 1 +63.5 +62.7 1 +62.1 1 +61.5 "123.7 -123.7 -123.7 -120.2 -117.4 -115.0 -112.9 -111.1 -109.4 200 ft +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63.4 +62.7 +62.1 ft -124.9 -124.9 -124.9 -121A -118.6 -116.2 -114.1 -112.2 -110.6 210 +68.2 +68.2 +68.2 +66.8 +65.8 +64.9 +64.1 +63A +62.8 -126.2 -126.2 -126.2 -122.6 -119.7 -117.3 -115.2 -113.3 -111.7 220 ft +68.8 +68.8 +68.8 +67.6 +66.4 +65.5 +64.7 +64.0 +63A -127.4 -127.4 -127.4 -123.8 -120.9 -118.4 -116.3 -114.4 -112.7 230 ft +69.5 +69.5 +69.5 +68.1 +67.0 +66.1 +65.3 +64.6 +64.0 -128.5 -128.5 -128.5 -124.9 -122.0 -119.5 -117.3 -115.4 -113.7 240 ft +70.1 +70.1 +70.1 +68.7 +67.6 +66.7 +65.9 +65.2 +64.6 -129.6 -129.6 -129.6 -126.0 -123.0 -120.5 -118.3 -116.4 -114.7 250 ft +70.7 +70.7 +70.7 +69.3 +68.2 +67.3 +66.5 +65.8 +65.1 -130.7 -130.7 -130.7 -127.0 -124.0 -121.5 -119.3 -117.4 -115.7 260 ft +71.3 +71.3 +71.3 +69.9 +68.8 +67.8 +67.0 +66.3 +65.6 -131.7 -131.7 -131.7 -128.0 -125.0 -122.5 -120.3 -118.3 -116.6 270 ft +71.9 +71.9 +71.9 +70.5 +69.3 +68.4 +67.6 1 +66.8 +66.2 -132.7 -132.7 -132.7 -129.0 -126.0 -123A -121.2 -119.2 -117.5 280 ft +72.4 +72.4 +72.4 +71.0 +69.9 +68.9 +68.1 +67.3 +66.7 -133.7 -133.7 -133.7 -130.0 -126.9 -124.3 -122.1 -120.1 -118.3 290 It +72.9 +72.9 +72.9 +71.5 1 +70.4 +69.4 +68.6 +67.8 +67.2 WIND VELOCITY=140 MPH I MRH > 60' EXPOSURE 'C' BASED ON Kd=0. SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICTTHE'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. S. 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 A SITE -SPECIFIC a= 10% OF LEAST HORIZ DRAWING. THESE TABLES ONLY VALIDID WHEN SIGNED & DIMENSION OR 40% OF RAISED SEALED P.E. FRANTION L. BTENDED MRH, WHICHEVER IS T 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE IC 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 (Sm). 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 f BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND T 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. 4 TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE = ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. a ENCLOSED BUILDING ONLY. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL O z I 5 5 SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. w g 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE ELEVATION INTENDED. a n df D REMARKS CHKD DATE 2007 FLORIDA BUILDING CODE ENGINEERING OD 0 vz m INITISSUE CL CL FLB 04/19/06 m m � m " � c� s ASCE 7-05, MRH > 60 FT EXPRESS ° _. �" � 41 r_ au REVISE FOR O7 FBC TSB FL 02/23/09 rl Z DESIGN LOADS FOR 160 SW 12th AVENUE, #106 � �z _ -1 COMPONENTS & CLADDING DEERFIELD BEACH, FL 33442 D - PH: (954) 354 0660 FAX: (954) 354 0443 z RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART gag 0 ` 1 o WITHOUT WRITTEN CONSENT OF FRANK L. BENNARDO, P.E. WWW.ENGEXP.COM o V O v m "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVAI IOATF null CFRTIFICATION_ CERT OF AUTH #9885 m lu M IAMB' BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE I 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) 375-2908 www.buildingcodeontine.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 `€SAD=�1fti0I I U 11-11ifflislininGlass Doors w7/lTeinforcements 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. Faihue 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 I as well as evidence sheet E-1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. MIAMMADE COUNTY O81 Expiration Date: Marc i 4, U1 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. (A C, - t - C_wH.�il- 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 G 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 - 7/16" 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: 3/16" T EXT. CAP + 3l8" 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 + 7116" 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 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 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 8/7109. 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 (FORMERLY TAPCON) CONCRETE SCREWS OR 114" 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. Concrete Screw Anchorage Minimum Embedment and Minimum Edge Distance Requirements Head and Sill Jambs Concrete UnGwuted CMU Grouted CMU Type I Dia. Min. Emb. MIn. Ed Min. Emb. Min. Ed Min. Emb. Min. Ed Elco Lntracon 114" 1 318 2 1/2 1 114 1 2 112 1 X4 2 lr 5110- 1 3/4 1 114 1 114 1 9/tE 1 314 2 112 Eica Crete -Flex SS4 1 114" 1 3/4 2 112 1 74T2 112 Not Recommended 19 TECHNOLOGYDRWE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 R✓A Concrete Strength Requirements Type Dia, I fi Elco Ultracon 114" 2700 psi 5l16" 3500 psi Elco Crete -Flex SS4 114" 3350 psi DeSnifions: Emb. = Embedment Ed = Edge Distance Min. = Minimum CONCRETE SCREWS STRENGTHS: Fy MIN. = 135 KSI Fu MIN. = 177 KSI te,are:a Mawnry Strength Requirements Ungrountad CMU ASTM C-90 ASTM 1-91with 91o11 cnnformirg Grouted CMU m Sections 2105.2.2-1.2 and R609 of the FBC. Wood Screws (Head, Sill & Jambs) In. Type IMIn. Embj Min. Ed #12 Wood Screw 1 1 3/8" 1" Elco Crete -Flex SS4 1 1 3/9" 1" UNLESS OTHERWISE NOTED I SERIES 770 H.P. ALUMINUM SGD - LMI I H.P. I NTS I i - 10 1 PGT0004 NOA DRAWING MAP SHEET GENERAL NOTES.............1 ELEVATIONS ......................2 GLAZING DETAILS ............ 3 ANCHORAGE .....................4-6 DESIGN PRESSURES.......4 ELEVATIONS ..................... 7 CONFIGURATIONS ........... 7 VERT. SECTIONS..............8 HORIZ. SECTIONS............ 8 PARTS LIST ....................... 9 EXTRUSIONS .................... 10 Ap Mro Wee ansap?1;ag wcilsf$A Flo !:z!e MARCt/ 'Z /r 2oro h1L,tci Ld aide Frdnr: CclzaYbS U.`Yiu:C, IZq OF Robert J. Amoroso, P.E. MAX. UNIT MAX. UNIT WIDTH 96" �— WIDTH 145 5/16" MAX. p UNIT a s HEIGHT e a / p K MAX. UNIT s L HEIGHT a s / a a 108" 108" x0, Ox, XX oxx, xxo, Oxo a a MAX. UNIT WIDTH 191 1/2" MAX. D J M J D Approwd rA ccw.W,.g wr.Y*0 UNIT s a �oad9�Ca3e L E L ITatx MARL i+i. o/o , HEIGHT a s / / / e thtm�]Cade fte—tCo argil 108" / / ny 13"!). 1 • C� s.. �� i OxxO jpMES Ag��ip :� � • 497 s APPROVED CONFIGURATIONS rm,sner nam: ae..�• I E OF . �: axwey o ELEVATIONS �. F • • O R Q'' ��'.`, "e SSMC 02/23/f0 RaB e. PER MIAMI DADE COMMENTS 107NOHOMINS, FL 34273 'Ma' ,'piss/pNAL�NG�, SMC !1/16ro9 A PER MIAMI DADE COMMENTS P.O.BOx1329 - SERIES 770N.P.ALUMINUM SGD-LMI �iann�nN L so ev ro az aame: s.ee a»+wna aer. wean ar• mm: cimeea . Dab. NOHOMS, FL 34274 ® Robert J. Amorueo, P.E. SMC 08/05/09 RJA SGD770 H.P. 11iT$ 2 > 10 I PGT0004 B PE#49752 2 3/16" HS GLASS DUPONT.090 SGP 3/16" HS GLASS — EXTERIOR 7/16" NOM. 82 ij tU 80 11 212 3/16" HS GLASS EXTERIOR DUPONT.090 SGP 3/16" HS GLASS 74 3/8" AIR SPACE 3I16" T GLASS 1" NOM. 83 L 314" NOM. GLASS BITE 79 74 3/4" NOM. GLASS BITE 54 TRUSEAL DURASEAL SPACER 55 7/16" LAMINATED GLASS TYPES G4 1" LAMINATED INSULATING `Z 1/4" HS GLASS DUPONT.090 SGP 1/4" HS GLASS EXTERIOR 9/16" NOM 82 81 /I GLASS TYPES G6 SGP = DUPONT SENTRY GLAS PLUS 213 3/16" HS GLASS EXTERIOR DUPONT.090 SGP 3/16" HS GLAV34 74 5/16" AIR SPACE 1 /4" T GLASS 1" NOM. 83 3/4" NOM. GLASS BITE 79 / TRUSEAL DURASEAL SPACER--l 55 9/16" LAMINATED GLASS TYPES G4A 1'r LAMINATED INSULATING GLASS TYPES G6A IOTECHNOLOGYDRIVE GLAZING DETAILS NOKOMIS, FL 34275 Tew P.O. SOX 1529 SERIES 770 H.P. ALUMIA NOKOMIS, FL 34274 ® sam✓nwaa: sn" rJ"c SGO770 {1 P. NTS 3 a 10 appati,� M csm��wfm RIc Bale r4Mtµ sy +nro MlamlgqBdCe P`�incf Cfofcpal By SL.c� Lh4�n�� ND 49-752 ZAOF �' N tv- Ro", J. Amoroso, P.E. PGT0004 B PE#49752 DESIGN PRESSURE AND ANCHORAGE -HEAVY DUTY STILES -REINFORCED INTERLOCKS - HEAVYDUTY ASTRAGAL TABLE 1. > HEAD & SILL (I -AS) INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS INTERMEDIATE ANCHOR QTY. PER PANE. H & S. > JAMB ANCHOR QTY. ' Anchor Types: G4 - 7/16" LAMINATED GLASS - (3116" H.S. / SGP/ 3116" H.S.) 1) -14' ELCO ULTRACON (FORMERLY TAPCON) G4A - 9/16" LAM!MTED GLASS - (114" H.S. I SGP/ 114" HS.) 2) `1/4" SS4 CREr&FLDC (36-7/16"LAMINATED I.G.U.-(3116'TEVIR IAIR 13116"HS./SGP/3116"HS,) 3)-5/16"ULTRACON G6A-7/16"LA MINATED I.G.U. - (1/4" TEMP. / AIR 13116"H.S./ SGP 13116"H.S.) 4) Yl12 STEEL SCREW(G5) " ` SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. UNIT HEIGHT 80 84 90 96 102 108 U U ❑O U ❑ U ❑ U ❑ U ❑ U ❑ NOM. PANEL FRAME O Z O O WIDTH SIDE GLASS TYPE - 4, 4A 6, 6A +90-110.0 +90 7,10.0 +90 -110.0 +90-110.0 +90-110.0 +90-110.0 a 24 .c 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 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 10 10 1 10 10 I 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 ° 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 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 1Q 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 H&S C6+2 C6+2 C6+2 C6+2 C6+2 06+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2Etl� a` JAMB 10 10 10 10 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 a 42 C6+2 C6+2 C6+2 C6+2�C60+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 <�H&S MB 10 10 10 10 10 10 1 10 1 10 10 1 10 1 10 10 1 10 12 10 10 12 GLASS TYPE -4, 4A 6. 6A +90-110.0 +90-110.0 +90-110.0 +90 -110.0 +90-110.0 +90 -1100 48 o -5 H&S �6+21�C6+21 C6+2 C6+3 C6+2 C6+2 C7+3 C6+2 C6+2 C7+3 C6+2 C6+2 C8+3 C6+2 C8+3 JAMB 10 10 10 10 10 10 10 10 12 10 10 12 �C6+2 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. OH LENGTH 2. WHEN USING THE 2 1/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 3 1/4" SILL, POSITIVE RE u = EXAMPLE ON SHEET 5 P SSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE to ON THIS SHEET. { I OVERHANG 3. 2112", 3 1/4" 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 (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR I j EQUAL TO 1 O OR GREATER OI WATER INFILTRATION. L ❑ L 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 MM - 3-1,14" + 60.0 PSF HIGH - 4" + 90.0 PSF SEE NOTES 1-3 T TECHNOLOGYDRNE P AND ANCHORAGE CHART NOKOMIS, FL 34275 - PO. Sox lugSERIES 770 H.P. ALUMINUM SGD - LMI NOKOMIS, FL 34274[ji® $B i°°� - s'1°°� cb.+mw S.1110 H.I.NTS 4 d 10 PGT0004 Appm,.l ox �"=F1f=3n'NJs tRc Raw. L'u3e Due F@LN, M* ,Zoro NOAa® 2 ,/L MILlooU�Md. rnda:i cotiteal � F PIP, E OF 101YAll- ar1,�p 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 SEE CLUSTER DET., SHT. 6 CENTER OF PANEL INTERIOR ANCHORS PER PANEL" ARE THOSE INTERLOCK 3.5" MAX. ASTRAGAL 8" MAX AT THE HEAD AND SILL BETWEEN 3-1/2" MAX' CENTERLINE O.C. CENTERLINE i CLUSTERS OR THOSE BETWEEN A lk CLUSTER AND A FRAME JAMB. o at.: 0 0 0 0 0 2.04" 5 0 0 0 0 o 0 7 8" MAX. �I 24" MAX. O.C. - T' 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 - ---- --- ------ - ---- -- ---- --- -- ----- — - — ---- ---� 1 IV C8+3 = (36) ANCHORS TOTAL AT HEAD AND AT SILL 3 C8 3 C8 3 C8 3 x xx x x x x x x x l x x 6" MAX. x )8" 4X x� x 21" MAX. O.C. Lx x x—I x xx x zx x z x x x x x 6" MAX. x �.x � xxxz24"MAX 0 L 8" MAX., TYP, C.L. ASTRAGAL 101 1/'J" 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 10 TECHNOLOGYORIVE ANCHORAGE SPACING .& EXAMPLE Pb NOKOMIS, FL 34275 nm: P.O.11OXIms SERIES 770 H.P. ALUMINUM SGD - LMI NOKOMIS, FL V-V4 all - PGT0004SGO7�s APPm .d as ce�ph, _ wilh Iho i1.1d. u�t t be era% F+ste Non# o _e MIam3D RccFuLCConam Br vao L�stia� V 4 L * Tx OF :Qj R`obert �.JBill p.E. PE #49752 EXTERIOR INTERIOR (ALL VERT. SECTIONS) NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. I — - 1 2 1/16" O.0 1" MIN. E.D. TYP. 3.50" ! j 4.051" MIN. ! ( . zx WOOD BUCK TYP., SEE O.C. - ANCHOR NOTE 3, SHT. 1 TYPICAL JAMB CLUSTER FOR DETAILS "D" & "E" EXT. -1 1 3!8" MIN. 1/4" T 1 SEE CHART, SHT. 1 MAX. SHIM 1/4" MAX. SHIM " WOOD ANCHOR TYP., SEE 1x WOOD ANCHOR NOTE 2, SHT. 1 BUCK TYP., DETAIL A. 2-TRACK W/ SCREEN FRAME HEAD SEE ANCHOR 9 WOOD INSTALLATION NOTE 3, SHT. 1 CONCRETE ANCHOR TYP., 1" MIN. SEE ANCHOR E.D. TYP. �� 21116" O.C. NOTE 1, SHT. 1 EXT. 1 � - 1 3/8"MIN. EXT' 1/4" 2x WOOD BUCK TYP., SEE MAX. X' SHIM � J ANCHOR NOTE 3, SHT. 1 WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 DETAIL B, 2-TRACK FRAME HEAD WOOD INSTALLATION OR ----------------------- -------------------ASTRAGAL -------I ----� ASTRAGAL OR INT. INTERLOCK i i INT. I INTERLOCK CENTERLINE i i CENTERLINE I I I 7"MIN. i 7" MIN. 1.75" MIN. i 1.75" MIN. 2.04' 1 1 2.04" —Y 3.50" MIN I I 3.50" MIN. I I I 2-TRACK, ASTRAGAL / INTERLOCK 2-TRACK, ASTRAGAL / INTERLOCK 6 ANCHOR CLUSTER 8 ANCHOR CLUSTER I r---------------------------------� INT. ASTRAGAL OR I INTERLOCK I CENTERLINE j I SEE CHART, i 7" MIN. 3.50" j SHT.1 i MIN. o "otwmrclG6 2.04" o 2 1/16" O.C. I 4.051" 2-TRACK, ASTRAGAL/INTERLOCK ONCRETE ANCHOR CLUSTER - C7 DETAIL D, 2-TRACK FRAME JAMB CONCRETE INSTALLATION SEE CHART, SHT. 1 2 1/16" O.C. lxWOOD 4;'; SEE CHART, BUCK TYP., :: °'' SHT.1 SEEANCHOR EXT. NOTE 3, SHT. 1 1/4" - MAX ONCRETE i 3!S" MIN. WOOD ANCHOR TYP., SEE SHIM FANCHOR NOTE 2, SHT. 1 1/4" MAX. SHIM 1" MIN ONCRETE ANCHOR TYP., I E.D., SEE ANCHOR NOTE 1, SHT. 1 I1 TYP. DETAIL F, 2-TRACK FRAME HEAD 2x WOOD BUCK TYP., SEE CONCRETE INSTALLATION 1/4" MAX. ANCHOR NOTE 3, SHT. 1 (SEE ANCHOR NOTE 5, SHT. 1) + L WOOD ANCHOR 2 1/16" O.C. 1/4" MAX. 2,1/16" D.C.,TYP. (SEE ANCHOT. 1 ONCRETER) NOTE 5, SH EXT. r... -- . °;..< s ,s,.r,• TYP., SEE ANCHOR _ 1 3/8" MIN. NOTE 2, SHT. 1 I� EXT. _s— °MIN 2x WOOD BUCK TYP., SEE •:• � ��, .; : SEE CHART, ' ' 2 1/16" 1 I� EXT. ANCHOR NOTE 3, SHT. 1 ;^" .' SHT. 1 O.C., TYP. E'D" DETAIL E, 2-TRACK FRAME JAMB TYP. CONCRETE ANCHOR TYP., DETAIL C, 2-TRACK FRAME SILL WOOD INSTALLATION SEE ANCHOR NOTE 1, SHT. 1 SEII CHART, WOOD INSTALLATION DETAIL G, 2-TRACK FRAME SILL SHT. 1 , TEOHNOLOGYDRNE ANCHORAGE, EXAMPLE CLUSTERS NOKOMIS. FL 34275 P.D. SOX 1529 SERIES 770 H.P. ALUMINUM SGD - LMI NOKOMIS, FL 34274 �_- ® o'""N°10h —�''se0 0rs4ipNa SGD770 H.P. /1/TS 6 d io PGT0004 APPmvW m-MF4'!ag with lea R.M. Sail tug Carlo Dats NOAN't- mi.a Dalo Pm&,t Caaaml D oa �\ PE #49752 PANELLETTER SINGLE K INTERLOCK LOCKS77LE ASINGLE-TZEINTERLOCK LOCKSTILE D LOCKSTILE SINGLE INTERLOCK M LOCKSTILE SINGLE INTERLOCK LSINGLE ASTRAGAL INTERLOCK OUT (Boxoul) LR ASTRAGAL SINGLE OUT IN (BOX OUT) NASTRAGAL SINGLE 1aOXOU7J IN INTERLOCK CSINGLE ASTRAGAL INTERLOCK IN (BKa) SINGLE FIXED P INTERLOCK LOCKSTILE R FIXED SINGLE LOCKSTILE INTERLOCK TASTRAGAL - FIXED OUT LOCKSTILE (BOX OUT) T ASTRAGAL ❑ FO(ED IN LOCKSTILE (BOX1N) s(B FIXED ASTRAGAL LOCKSTILE s OUT SFIXED ❑ ASTRAGAL lnor.1 LOCKS711E IN 4 INTERIOR (ALL PANEL TYPES) ID EXTERIOR DETAIL'K' OR'L', SHT. 8 & ANCHOR DETAILS'D' & 'E', SHT. 6 fDETAIL'J', SHT. 8 ASTRAGAL DETAIL'M', SHT. 8 J v DETAIL T, SHT. 8 & EXTERIOR ANCHOR DETAILS'A','B'& 'F', SHT. 6 191 1/2" MAX. WIDTH SEE FIXED 41" MAX. PANEL CLIP / D.L.O. DETAIL BELOW WIDTH PANEL PANEL PANEL PANEL TYPE I' TYPE TYPE TYPE TV I ,L, ,D, P, i I I I i;I jl� I'. SEE I; REINF. NOTE REINF. II 3 i t 97 718" 108" MAX. MAX. D.L.O. HT. HT. TYP. TYP. I-. SEE FRAME & � OXXO (2 TRACK) DETAIL'H', SHT. 8 & f PANEL CORNER ANCHOR DETAILS'C' & J CONSTRUCTION 'G', SHT. 6 #8 X 1.00" #10 X 1.25" DETAILS BELOW PH 4MSOPTIONAL)SCREW O #10 X PH SMS FIXED PANEL PANEL CORNER FRAME CORNER CLIP DETAIL NOTE: 1. MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS EQUALS 48" Apprrv.d Bs mmp!ylog w4Rn tbo FlarkSa Quiti4u� Crvle QatsP1RRW z4,2.oro NOAv o y_oy1Y ..(L_ M1°mi Da4e Pmdrel Cosi7ra! b� NOTE: APPLICABLE NOTES: 1. SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL ........ OF. �CENS •. Q i REINFORCEMENT REQUIRED AT PANEL WIDTH = 48". SEE SHT. 8FOR SECTION DETAILSAND SHTS.4-6FOR 49 ALL INTERLOCKS. 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 KEEPERirz v — Ba+edeY o°fs (ITEM 103) AT FRAME JAMB OR ASTRAGAL. AT OF :'� ''•�S Bewna,°, 107N Iy �� PANEL TYPES /EXAMPLE ELEVATIONS • ° A! o P• `�`�� is��NA� s SMC�71/1.1119 3/f0 PER M14MI DADE COMMENTS KONS,FL34275� I * ��B i SERIES 770 H.P. ALUMINUM SGD - LM!orewnerNOKOWS, SMC A PER MIAMf DADE COMMENTSP.O. Box 1529 FL 34274Robert SGD770 H.P. I NT3 7 110 PGT0004 B J. Amoruso, P.E. PE '49752 SMC 09 RlA PREPARED15351E GS1C57NELLBI._S7 '32L5 ALL REINFORCED INTERLOCK DETAIL W 2 112 52 5 / 4 45 a 52 51 I 1 53 / C DETAIL'N'SCREEN AT HEAD EL CLIP SHEET 14 5 81 113 106 105 AT MIDSPAN DETAIL W (FIXED PANEL) DETAIL'O' SCREEN AT SILL EXTERIOR INTERIO SILL RISERS OPTIONS a R� (ALL VERT. SECTIONS) (SEE D.P. LIMIT TABLE 1A, SHEET 4) 23 21 19 1 _4 12.555" 3.305" 1.567" I� J FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER 18 1.567" FLUSH FLAT SILL RISER 20 Lit' 2.555" I 22 3.305" v�� 4 INTERIOR (ALL HORIZ. SECTIONS) EXTERIOR 15 112 52 40 53 51 DETAIL'P' SCREEN AT JAM B 24 p ( 4.055" HIGH BOX SILL RISER 25 14 I 4.055" /Pj--J LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER DETAIL'U 3• 069 3" 0 o L 0 121 b9/16" 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' Approval e+sa�9fyN•t wls.1 rRo F7erlds Bu Ci�Cs3e2o/o DaM iti� PIMA{) Oi/i Mkaeal DadBPeu3aft Ccaerol D rreneer. mom• R .. ,: 1o7o>ECNNoioGrDwve VERTICAL & HORIZONTAL SECTION DETAILS -'4��s• �!?��:�'C��` SMC 02/13/10 B PER MWNIDADECOMMENTS NOKOMIS.FL34275 T°"' �sr fOfVALENJ� SMC YY/16109 A PER MIAMI DARE COMMENTS P.O. BOX 154 SERIES 770 N.P. ALUMINUM SGD - LMI eaeeuPeti►► onxn er. SMC ocm: 08/03/09 cn.cmen Oso: NOKOMI8, FL 34274 — sroe SGD770H.P. NTS 8 a 10 °i""ngAb� PGT0004 B Ro6ert J. Amoroso, P.E. PE 949752 ITEfd PGT Dvvy. # PGT. # Descri Appmvodeecotq>elyfo wMthe e as ticoae bate ?R �4 ow NOA# qa- Mtnma Due Protf-ctl Contr`ol NOTE: ALL ALUMINUM = 6063-T6 jpMES 4 5, .......... CENS•. 5p lo,, ip r+cwey: 0ele: rs,•n,u+a: - o.crg� '. STATE RaVmey. 1070TECHNOLOGYORIVE PARTS LIST %�(p oem: ,3/f0 rremmnz PER MIAMI DADS COMMENTS NO'N�OX Ij� ��'SS;�NA� RAMC �76 -� SERIES 770 H.P. ALUMINUM SGD - LMI 11/18/09 �B A PER MIAMI DADE COMMENTS SMC L W. SMC NOKOMIS, FL 34274 Roben J. Amoroso, P.E. PE #49752 pate.• 08105109 c .car Dam: soo�wea sar sm,.e cw.:,aM,. SGD770 H.P. NTS 9 10 PGT0004 �•: B RJA ption 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 -O HOLLOW 20 17321 617321 SILL RISER - LOW FLAT 21 17318 617318 SILL RISER -LOW HOLLOW 22 17355 617355 SILL RISER-MED FLAT 23 17354 617354 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 78RAZ STANDARD ROLLER 48 668 7SRAX STANDARD ROLLER - ST. STL 49 4344 64344 SCREEN ASTRAGAL 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 51 1692 610"92 SCREEN SPLINE -.165 52 1694 61694 SCREEN SPLINE -.150 53 61816C20 SCREEN CLOTH 54 1725 112" x 4" x 1116" SITTING BLOCK 55 1726 1" X4" X 1/16"SITTING BLOCK 204 GLASS 7/16 LAM] HT -HT SGP 205 GLASS 9116 LAM[ HT -HT SGP 212 GLASS LAM[ IG 3/16T-7116LAMa HT-HTSGP 213 GLASS LAMI IG 1/4T-7116LAMI HT -HT SGP ITEM PGT Dwg. # PGT. # Description 61 17328 617326 PANEL STILE (HEAVY DUN) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB WSTP. - THIN (INSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 66 17346 - 617346 INTERLOCK ALUM REINF. (PANEL-9"} 68 17339 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 6185 78185X GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE 76 71032X1FPFX #10-32 X1" FL. SS SCREW WI TYPE "F" TIP 77 7103239 10-32 STEEL ZINC U-NUT 79 17357 617357 1" IG BEAD HORIZONTAL 80 17359 617359 7/16 BEAD HORIZONTAL 81 17360 617360 9116 BEAD HORIZONTAL 82 1224 GTP247K VINYL BULB WEATHERSTRIP B3 IGTAPE 1!2"X 1li6" SINGLE SIDE ADHESIVE TAPE FOR IG BEAD 100 8052 48052 ROLLER ADJ. HOLE PLUG 101 72087 JAMB BUMPER 102 1696 71696 DUST PLUG 103 8156 7S186X 1" KEEPER 104 653 7SDKEEP SCREEN LOCK KEEPER 105 17344 fii7344 FIXED PANEL CLIP -6•' LONG j 106 17352 617352 EXTERIOR FIXED PANEL RETAINER 107 1739 71739 HANDLE KIT- INTERIOR RAISED WITH THUMB TURN 106 1740 71740 HANDLE KIT - RAISED EXTERIOR HANDLE 109 1731 78i62SN HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN 110 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL 111 710X34PPSCAX #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 710X115PPX #tOX11f2" 115 710XPPT #tOX1" 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 1/4" TEK SCREW 1.303" 1.05011 0.83" �- 0.718" 10501, 1.003" 0.325" 0.0621, 0.779". 0.752' 0.290" 0.757" 1.36" 0.062" 0.062" 0.26 0.050" 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 (11) MATT: 6063-T6 (105)MAT'L: 6063-T6 4.125" 6.198" 4.49" - - --� 0.081" I 0.062" )A 1.505" c�� 1.304" 1.211" ir�ti 1 5.06£ L-----�'--��T7T7 [n 0 8(�JJ 0.081" 3.25" 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: 6083-T6 3.979" 4" � 1.467" 6.221" �1 li 0.133" �Ll!--.- i 0.075" J f 0.062" -►ice � 1.505" 2-TRACK JAMB - 1 1.645" II((ii�� ''((II 14 MATL: 6063 T6 FLUSH FLAT SILL RISER L_ j' ( ) 1.6 I J � 08)MA7L:6063-T6 - 1.872" I-- 0.0801, 2-TRACK SILL WI SCREEN TRACK 3.125" 0,281� -1 (8) MATL: 6063-T6 2-TRACK JAMB WI SCREEN TRACK (15) MATL: 6063-T6 HEAVY DUTY STILE HEAVY DUTY ASTRAGAL (61) MATL: 6063-T6 (68) MATT: 6063-T6 0.062" 1.019" jam---- 5.069" 1.654" -jam- 1 C TILE (40) MATL 60630.062" - 9" !I - T- 1T� _-. `}LE 4� " 0.080" 1.888 1.211"0.080" 1.045" 1.162" J L 0.550'1.254"1993 0.062" FIXED NELREINER 2-TRACK HEAD 0.25� 0.875' 1.739" MA A (1)MATL: 6063-T6 SCREEN TOP REINFORCEMENT RAIL ]� INTERLOCK 0.750" (66) MATL: 6063-T6 (45) MATL: 6063-T6 1 993" (62) MAT'L: 6063-T6 -►i r- 0.232" 0.750" (PANEL LENGTH - 9")N0.062" 0.062" 11:11 i 0.232" P.M. dw-C.6�wiWt6c 0.062" SCREEN BTM. RAIL Flai�.io P,xh:iva Cage AR --) 0.750" (46) MAT'L: 6063-T6 etote NOA�o 0.232" Mhit��yyr�3 c�:�e�P.udsciat�q 4.055" 0.062" � FT0.906" 3.955" --�----- --. 3,305" 3.205" G 2,455" 2.555" 0.062" e��SjkMES *! r1j j 1.5s7" �I ,�,Q� �0.1�ES q�.�� I llll ,.��CENgF�q�'.. �lll 0.062" 0.062" -►il�- a9 HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER _ 24 MATL: 6Fe063-T6 (23) MATL: 6063-T6 21 MAT'L: 6063-T6 (19) MATL: 6063-T6 (20) MATL: 6063-T6 (22) MATL: 6063-T6 (25) MATL: 6063-T6 TE f070TECHNOLOGYDRIVE EXTRUSIONS SMC 0Z/23/10 H PER MIAMI DADE COMMENTS NOKOMIS, FL 34275 I �o f ' 1 O R.I. °11 "°"BOXf529 SERIES 770 H.P. ALUMINUM SGD - LM! ��''�r`s7[D �SM�CoI�1/10/09 B PER NOKOMIIS,FL34274 s s,•." _ ,, �r SMC 08/05/09 KW G SGD770 N.P. NTSI 90 "t 1D PGT0004 B RobePE"A4�l�so, P.E. 8"