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WS-11-1437
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 162999 Scheduled Inspection Date: September 01, 2011 Inspector: Bruhn, Norman Owner: EMERSON, EDITH TYLER Job Address: 284 NE 102 Street Miami Shores, FL 33138- Permit Number: WS -8 -11 -1437 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)310 -9607 Parcel Number 1132060134710 Phone: (954)792-4415 Building Department Comments REPLACE 5 IMPACT WINDOWS Passeday.":. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments c' August 31, 2011 For Inspections please call: (305)762 -4949 Page 16 of 25 (14AckutPY Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type i UILDING '> ROOFING OWNER: Name (Fee Simple Titleholder): O�v V 0�� eYia6Son Phone #: Address: DPt4 1 O2 51 City: IA B C9 en I 5V) \(.6S State: AI_ Zip: .3113B Tenant/Lessee Name: Phone #: Email: pazgwzD AUG 0 9 2011 Permit NoVnlS II—I437 Master Permit No. JOB ADDRESS: E5k-A k fl O2 ST City: Miami Shores County: Miami Dade Zip: ')).Si SB Folio/Parcel #: 0 ' �.2-0(2z,' r 0 ��' (41 Q 0 ilod 0 V 10 {e.5 , e -hl ‘k Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Phone #: 954.792.4415 Address: 4070 SW 30TH AVE City: HOLLYWOOD State: FLORIDA Qualifier Name: WAYNE THOMAS BURNETT zip: 33312 Phone #: 954.792.4415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone #: 954.792.4415 X243 Email Address: Imartinez @fhaproducts.com DESIGNER: Architect/Engineer: T� -berm e'h Phone#: 9 S'a35 1/44 O Value of Work for this Permit: $ Ti -O 0 Square/Linear Footage of Work: Type of Work: UAddition UAlteration UNew Repair/Replace Description of Works i°\ e e u S n pca c T r e-r UDemolition ***************************************Fees******************************************** Submittal Fee $ Permit Fee $ /fd lv4 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S At k'DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signatur Owner or Agent The foregoing instrument was acknowledged before me this 3 day of eA , , by a 1-h , t vnemon who is personally known to me or who has produced As ide NOTARY PUBLIC: ation and who did take an oath. Sign: The foregoing instrument was acknowledged before me this__ day of , 20 by r• , who is persona known to me or wj10 has produced as identificatidtin acid who did take an oath. CAROLINA fi9ARTINEZ OTARY PUBLIC: • ;'3 MY COMMISSION # DD847483 r�•:�: ,�rya;�• EXPIRES December 23, 2012 ��com lgn: (407) a39•o ?'��� Print: Print: My Commission Expires: My Commission Ex tosonsiel :0'44% 4% MM15SION # 2012 � ece ,..�� " �ep1R5 ® gervice.eom 7) 398 15a Floridead TY X407) 388 0 **iN+k+h*ds**sk:k:p*: ****ikq *sh****tk*Hi****** } s*** jNMi ***+k=h:k*********:kHs****** h**akSkiN*+ kiksk5k***** ds*ds**s kMsrN: k**Hs***Ns*nkHs********* APPROVED BY J (Revised 07 /10 /07)(Revised 06/10 /2009)(Revised 3/15/09) Plans Examiner Structural Review Zoning Clerk Miami -Dade My Home My Home Show Me: Property Information Search By: Select Item Di Text only Property Appraiser Tax Estimator rjProperty Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3206- 013 -4710 Property: 284 NE 102 ST Mailing EDITH TYLER EMERSON Address: , 284 NE 102 ST MIAMI Living Units: SHORES FL Adj Sq Footage: 33138- Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 5/4 Floors: 1 Living Units: 1 Adj Sq Footage: 2,937 Lot Size: 11,767.95 SQ FT Year Built: 1935 $50,0001 $430,216 MIAMI SHORES SEC 1 City: AMD PB 10 -70 LOT 1 & Legal LOT 2 BLK 35 LOT SIZE Description: 102.330 X 115 COC 26518 -0994 08 2008 1 OR 26518 -0994 0808 00 Assessment Information: Year: 2010 2009 Land Value: $183,345 $200,714 Building Value: $296,871 $317,215 Market Value: $480,216 $517,929 Assessed Value: $480,216 $517,929 Exemption Information: ear: 2010 2009 Homestead: $25,000 $0 2nd Homestead: YES NO Taxable Value Information: Year: 2010 2009 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $430,216 $0/$517,929 County: $50,0001 $430,216 $0/$517,929 City: $50,000/ $430,216 $0/$517,929 School Board: $25,000/ $455,216 $0/$517,929 Sale Information: Sale Date: 8/2008 R375- Page 1 of 2 ACTIVE TOOL: SELECT Aerial Photography - 2009 0 111 ft My Home I Property Information I Property Taxes I My Neighborhood I Property Appraiser Home I Using Our Site I Phone Directory I Privacy I Disclaimer fGOG / / /r, If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend Property Boundary Selected Property Street Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 7/22/2011 5 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO.)) • ?. 2O( • O 13 .k.-0 10 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STATE OF I HEREBY THE UNDERSIGNED hereby gives notice that improvements will be made to ceiin ream' property, and in accordance with Chapter 713, Florida Statutes, the following in is provided in this Notice of Commencement. 1. L all description _of property and street/ad 07. sr ICatIYl S1 -ore. "FL 3'31E), 2. Description of improvement: 5 i (y, 3. Ow ner(s) name and address: °F.X.N. t A•41-1 4 01e r rne fSz ►ri ci b4 oz. S-T Interest in property: OW rkQ-1 .. 951 HARVEY R By 111111111111111111111111111111111111111111111 CFN 2 1 1 R.052'5427 OR: .k 277 34 F's 00 8 (fps )) RECORDED 03/08/2011 12 :24 :11 HARVEY RUV`INr CLERK OF COURT MIAMI —1 AC'E COUNTY? FLORIDA LAST F'AGE LORIDA, COUNTY OF DADE RTIFY Pf of tttis Tee true copy of tare an 0 d Of A020 `/ 2r C r'tdet brad. 6NS cffi liana ViN, CLER Coum CotR" r D.C. Space above reserved for use of recording office rt,arrm( 5hcxreS Sec, L tot s Z PALit5 Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: Florida Home - improvement Associates 4070 SW 30th Ave. Hollywood, Florida 33312 Phone 954 - 792 -4415 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notic>.:, 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, Owners designates the following person(s) to re.1 ive 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 this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THL EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT, MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s)o wner(s) or Owner(s)' Authorized Officer /Director /Partner /Manager By )/1. By Florida A> c. Print Name Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoinginstrument was acknowledged before me this day of Print Name 4070 SW 30th Ave Title/Office Hollywood, FL 33312 By E C, % a1 1- • 'Gnne( -Son ❑ Individually, or ❑ as for tonally known, or CI produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. 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RIIIII ;�11, MMENIii-i.1U1 11�i uiu 111111111111111111 1_11111p1 :: : :: 007 FLORIDA BUILDING CODE & ASCE 7 -05 DES LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 10 15 20 Tributary Area (Sq Ft) 35 40 45 50 25 30 0 -15 ft `50.4 92 .5 +452 - 48.3 +44.4 - 47.6 +43.7 - 47.1 +43.1 - 46.6 +42.7 -482 +42.3 -45.9 +41.9 -45.5 +41.6 16 ft -51.1 - 49.8 +47.1 +45.9 - 49.0 +45.0 - 48.3 +44.3 -47.7 +43.7 -47.3 +43.3 - 48.8 +42.9 -46.5 +42.5 -46.2 +422 18 ft -52.4 -51.1 +48.3 +47.0 -50.2 +46.1 -49.5 +45.4 -48.9 +44.8 - 48.4 +44.3 - 48.0 +43.9 - 47.7 +43.6 -47.3 +43.2 20 ft -53.5 -52.2 +49.4 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 -49.5 +45.3 -49.1 +44.9 48.7 +44.5 -48.4 +44.2 22 ft -54.6 -53.3 +50.4 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 fl -55.6 -54.3 +51.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -502 +45.9 26 ft -56.6 -55.2 +522 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 -56.1 +53.0 +51.6 - 55.1 +50.6 - 54.3 +49.8 -53.7 +49.2 -53.2 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 -56.9 +53.8 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 -57.7 +54.5 +53.1 -56.7 +52.0 - 55.9 +51.3 -55.2 +50.6 -54.7 +50.1 -542 +49.6 -53.8 +492 -53.4 +48.8 34 ft -59.9 -58.4 +55.2 +53.7 -57.4 +52.7 -56.6 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +50.2 -54.5 +49.8 -54.1 +49.4 36 fl -60.6 -59.1 +55.9 +54.4 -58.1 +53.3 -57.3 +52.5 -56.6 +51.9 -58.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 -59.8 +56.5 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 +51.9 -56.2 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 -60.5 +57.1 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -56.0 +51.1 42 ft -62.6 - 61.1 +57.7 +56.2 - 60.0 +55.1 -592 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7 44 ft -63.2 -61.7 +58.3 +56.7 -60.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +52.6 -57.1 +52.2 46 ft -63.8 -62.3 +58.8 +57.3 -61.2 +56.2 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +52.7 48 ft -64.4 - 62.8 +59.4 +57.8 - 61.7 +56.7 - 60.8 +55.8 -60.1 +55.1 -59.6 +54.5 -59.0 +54.0 -58.6 +53.6 -58.2 +53.1 50 ft -64.9 - 63.4 +59.9 +58.3 - 62.2 +57.2 -61.4 +56.3 - 60.7 +55.6 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 fl - 65.5 - 63.9 +60.4 +58.8 -62.8 +57.6 -61.9 +56.8 - 812 +56.1 - 60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -59.2 +54.0 54 ft - 86.0 - 64.4 +60.8 +592 - 63.3 +58.1 - 62.4 +57.2 - 61.7 +58.5 - 61.0 +65.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 ft -66.5 -64.9 +61.3 +59.7 - 63.7 +58.5 -62.9 +57.7 -62.1 +56.9 - 61.5 +56.3 -61.0 +55.8 - 60.5 +55.3 -60.1 +54.9 60 ft - 67.5 -65.8 +622 +60.6 - 64.7 +59.4 - 63.8 +58.5 - 63.0 +57.8 -62.4 +57.1 - 61.9 +56.6 - 61.4 +58.1 -61.0 +55.7 z to REMARKS DRWN CHKD ■.EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ' 62'2 159.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 +46.5 45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -63.1 - 60.6 -58.8 -57.5 -56.3 -55.4 -54.6 -53.9 -532 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 18 ft -84.6 - 62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -55.2 -54.5 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +432 20 ft -66.1 -63.5 -81.6 -60.2 -59.0 -58.1 -57.2 -56.4 -55.8 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 22 ft -67.4 +50.4 - 64.8 +49.0 - 62.9 +48.1 - 61.4 +47.4 -60.2 +46.8 - 592 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 -66.0 +49.9 -64.1 +49.0 - 62.6 +482 -61.4 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 28 ft -69.8 +52.2 -67.1 +50.8 - 65.1 +49.8 - 63.6 +49.1 - 62.4 +48.4 -61.4 +47.9 - 60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -70.9 +53.0 - 682 +51.6 -66.2 +50.6 - 64.6 +49.8 - 83.4 +49.2 - 62.3 +48.7 -61.4 +482 -60.6 +47.8 -59.9 +47.4 30 ft -72.0 -69.2 - 67.1 - 65.6 -64.3 - 83.2 - 62.3 - 61.5 -60.7 +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 32 ft -73.0 +54.5 -70.1 +53.1 - 68.1 +52.0 - 66.5 +51.3 -652 +50.6 -84.1 +50.1 - 83.1 +49.6 -62.3 +492 -61.6 +48.8 34 ft -73.9 +55.2 -71.0 +53.7 - 68.9 +52.7 - 67.3 +51.9 -66.0 +51.3 -64.9 +50.7 -64.0 +50.2 -63.1 +49.8 -62.4 +49.4 36 fl -74.8 +55.9 -71.9 +54.4 -69.8 +53.3 - 68.1 +52.5 - 66.8 +51.9 - 65.7 +51.3 -64.7 +50.8 - 83.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 - 70.6 +54.0 - 68.9 +53.1 - 67.6 +52.5 -66.5 +51.9 - 65.5 +5t4 -64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 -69.7 +53.7 - 68.3 +53.0 - 67.2 +52.5 - 66.2 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -74.2 +562 -72.1 +55.1 -70.4 +54.3 - 69.0 +53.6 - 67.9 +53.0 - 66.9 +52.5 -66.0 +52.1 -65.2 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 - 69.7 +54.1 - 68.5 +53.5 - 67.5 +53.0 -66.6 +52.6 -65.8 +52.2 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +562 -71.8 +55.3 -70.4 +54.6 -692 +54.0 -68.2 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 - 68.8 +54.5 -68.8 +54.0 - 67.9 +53.6 -67.1 +53.1 50 ft -80.2 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 - 68.5 +54.0 -67.6 +53.6 52 fl -80.8 +80.4 -77.6 +58.8 -75.4 +57.8 -73.6 +56.8 -722 +56.1 -71.0 +55.4 - 69.9 +54.9 - 69.0 +54.5 -68.2 +54.0 54 fl -81.5 +60.8 -78.3 +592 -76.0 +58.1 -742 +57.2 -72.8 +56.5 -71.6 +55.9•'65.4 -70.5 -69.8 -68.7 • •56.9 • +511.5 56 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 • +56.3 -71.0 455.8 -1 .1 • -64.3 t86.3• 1.94 go ft - 83.3 -80.0 -77.7 -75.9 -74.4 -732• •- -2.1• 41.10 -74.3e +622 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 45.7 DATE INR ISSUE CL FLB 04/19/06 REVISE FOR 07 FBC TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHUGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE 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 PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 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 (HEIGHT 2 / 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 DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION 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 FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI =+/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM 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 INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. • • • • • • • • • • ••• • • • • • • ELEVATION I _. • • • WALL ZONE FIGURES 2007 FLORIDA'B &[LQI COQE ASCE 7- 05•MRH••a 0' 40' F. . • • • S DESIGN LOADS FOR• • • • • • COMPONENTS & CLADDING • • ••• • • • • • • ••• • • • • • • :•• • • • •i• •• •• • • • • • i • • PEAK ROOF HEIGHT MEAN ROOF HEIGHT I 1IL'131' IC ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FM: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 284 NE 102 ST, MIAMI SHORES FL 33138 (Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 SGD 11- 0107.04 +100.0 -100.0 +46.5 - 50.4 71 x 77 3/4 NO NO YES 2 4, 4, .1, .l• .l, -62.2 4, .l, .l, .l, 3 SFD 09- 0310.05 +85.0 - 75.0 4, -50.4 351/8 x 771/2 4, 4, 4, 4 •1, .l, .l, 4, 4, -62.2 351/2 x 78 4, .1, 5 DFD 4, +75.0 - 75.0 4, .1, 71 x 78 4, 4, .1, 6 7 8 9 10 11 12 13 14 15 16 17 18 • •• • • . ' • 19 ..' • ••• • ••• : •. • .; 20 ••, ••. _ 21 • • ; :_ • ••' 1 • .•• • . • • - e • • • 22 • • 0 • • • • • • • • • • • • • •∎• • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MAAMI,.FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.naiamidade.gov/buildingcode Eurotech Industries, Inc. 250 NE 32 Street Fort Lauderdale, FL 33334 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 nay. immediattgf • • 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 th t! pie product pt. • material fails to meet the requirements of the applicable building code. ...... ISIS This product is approved as described herein, and has been designed to comply with the Florida$it ilcjiag Code• • • • • including the High Velocity Hurricane Zone. •••• DESCRIPTION: Aluminum Ouiswing Entrance Door-LMI • • • • • • • • SIS . APPROVAL DOCUMENT: Drawing No. W04 -01, titled "Aluminum Outswing Entrance Dior".; sleets 1 • . through 5 of 5, dated 01/15/04 and last revised on June 02, 2009, prepared by AL- Farooq Corporatign, signell•anit sealed by Arshad Viqar, P.E., bearing the Miami Dade County Product Control Renewal stani with file Noce of Acceptance number and expiration date by the Miami -Dade County Product Control Division. • ••• • MISSILE IMPACT RATING: Large and Small Missile Impact • Limitations: 1. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. 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 renews & revises NOA No. 08- 0507.10 consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. ISIS.. • • .. • NOA No 09- 0310.05 Expiration Date: June 10, 2014 Approval Date: June 24, 2009 Page 1 •S.•.. • • • 000000 • ISIS.. • 00000 00000 ••S•.. S I • .ISIS. • • OOOOOO Enrotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 08- 0507.10) I . Manufacturer's die drawings and sections. 2. Drawing No. W04 -01, titled "Aluminum Outswing Entrance Door ", sheets 1 through 5 of 5, dated 01/15/04 and last revised on June 02, 2009, prepared by AL- Farooq Corporation, signed and scaled by Arshad Viqar, P.E. . B. TESTS (transfeued from file # 08- 0507.10) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS' 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering TestIngo Inc., Test ULNA No(s). HETI- 08 -2021, 08 -2022, 08 -2023 and 08 -2024, all•dated 03/15/08, signed and. sealed by Cadidp•Font, P.$.. • • 2. Test reports on 1) Air Infiltration Test, per FBC, TM 202 -94 . • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 ': • . 3) Water Resistance Test per FBC, TAS 202 -94 "' 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 • °°°°°° • • . • • • • • • • 5) Large Missile Impact Test per FBC, TAS 201 -94 • • • • 6) Cyclic W i n d Pressure L o a d i n g per FBC, TAS 20394 ,. • • • • • '.. • • along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Tostinejgc., Tesilef ort No(s). BET! 03 -1882, 08 -1889, 08 -18890 and 08 -2024, dated 0.1/15/04 thin 02/09/2004, all signal. and Cealed py R•a�fael E. Droz -Seda, P.E. (transferred from file # 06- 1019.06) - °°°°°° 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI-04-T100, dtel f)! / /04, t sted per ASTM E8 -01, signed & sealed by Rafael E. Droz -Seda, P.E. ' • • • • • • C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared. by Al Farooq Corp., dated 04/28/08 and last revised on 06- 02-09, signed and sealed by Arshad Viqar, P.E. 2. Complies with ASTM E1300 -02 & -04 D. QUALITY ASSURANCE , 1. Miami Dade Buildin Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont DeNemours for "SentryGlasPlus ", expiring on 01/14/2012. 2. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite PVB" dated 02/15/01, expiring on 12/11/10, F. STATEMENTS 1. Statement letter of conformance & no financial interest, dated June 02, 2009, signed and sealed by Arshad Vigor, P.E. 2. Statement letter of lab compliance, part of above test reports. G. OTHER 1. This renews & revises NOA # 08- 0507.10, expiring June 10, 2009. .2. Test proposal # 07 -3527 approved by BCCO. E -1 kC " t. lt~cKa.,. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 09 -0310.05 Expiration Date: June 10, 2014 Approval Date; June 24, 2009 • • • ...... • • 000000 • ••.•. • . •..•. •••'... • • • 000000 • • 000000 E SEE SEP TE NOR .1 4 FOR M y RATING DETAILS 1;=-- � II _ -I At FRAME WIDTH I3. MAX. HEAD /SILL S' MM. HEAD /SILL CORNERS DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY ALUMINUM OUTSWING ENTRANCE POOR APPROVAL APPLIES TO SINGLE (X) MID DOUBLE (xX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES USING MIAMI- DADE,COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI —DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDELTTE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (MMRZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCUOIG BUT NOT LIMITED TO STEELJMETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. D.L OPG. S9 T/B" LEAF WIDTH (2) ABEL. ANCHORS AT 3" 0.0. Al MTC. STILE ENDS REQ. FOR WOOD OR WOOD DUCK INSTALLATIONS ONLY DOOR HINGES SEE SHEET 2 FOR QUANTITIES' & CAPACITY SURFACE APPLIED FALSE MAINS MAY BE USED ro r MAX. HEAD /SILL CORNERS ii .,` SEE SEPARATE NQA II FOR SIDEUTE I� RATING AND DETAILS lI 1 Ill I II II 11 d!I 1i _ 1 , ✓ / / // A4.RIVE 1 L rF - S {� gg = II / r / 11 / ✓ Ad t!� / AClrye T / LEAF ( II = = =21===== i II i - ll \ _= li iI\ i \ i Q \ i \ \ I \ II 1, IN -MOVE \ LEAF \ II __-- C_ - -- II % / il( /u / II / \ A _C_ fI -r !�A ; "4 :. lai ---Lr` - II v \ \\ DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY ALUMINUM OUTSWING ENTRANCE POOR APPROVAL APPLIES TO SINGLE (X) MID DOUBLE (xX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES USING MIAMI- DADE,COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI —DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDELTTE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (MMRZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCUOIG BUT NOT LIMITED TO STEELJMETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. D.L OPG. S9 T/B" LEAF WIDTH (2) ABEL. ANCHORS AT 3" 0.0. Al MTC. STILE ENDS REQ. FOR WOOD OR WOOD DUCK INSTALLATIONS ONLY DOOR HINGES SEE SHEET 2 FOR QUANTITIES' & CAPACITY SURFACE APPLIED FALSE MAINS MAY BE USED ro r MAX. HEAD /SILL CORNERS ii .,` SEE SEPARATE NQA II FOR SIDEUTE I� RATING AND DETAILS lI 1 Ill I II II 11 d!I 1i - S {� gg i 1 I / r / 11 / ✓ Ad t!� / AClrye T / LEAF ( II = = =21===== i II i - ll \ _= li iI\ i \ i Q \ i \ \ I \ II 1, IN -MOVE \ LEAF \ II __-- C_ - -- II % / il( /u / II / -r !�A ; :I :. lai NMI-DADE COWRY APPROVED MULL/ON SEE SEPARATE NOM ••• ••• • • • THESE DOORS ARE RATD FOR 44GE &•SMALb NiS i iI.f• IM•▪ AT▪ CTs SHUTTERS ARE NOT R .OWRED. • • ± • • • o • • a •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ENO: ARSHAD VINR FLA. PEE A 38863 CAN. 1153$ ••• • • • • • • • ••e • • • • ••• • • • • •S • • • • •i DESIGN LOAD CAPACITY - PSF SINGLE (2) DOORS DOOR SIZE GLASS TYPE 'A' WIDTH HEIGHT ® KN. ( -) 2/8 AS REDD. 7 140.0 bilMr D/A 100.0 140.0 3/0 7/0 100.0 140.0 3/0 3/6 7/0 75.0 Eil 75.0 2/6 100.0 73.0 650 3/0 8/0 75.0 63.0 3/6 100.0 75.0 85.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REOUWEO. j.00KS SINGLE DDORS; 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 30' FROM 0011014. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1 -1/4" X 1/4' IK 15 -1/4' LONG ATTACHED WITH (2) #8 X 3/4' SUS HINGES SINGLE DOORS; TWO - HANDED COILS HMG EXTRUDED ALUMINUM BRIDGE 2 BY 'GIE35K' (5) PER LEAF AT 8'. 12 ". 35'. 83 -1 /2" AND 112-1/2° FROM TOP OF DOOR DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'B. WIDTH HEIGHT EXT. ( +) NT. (-) 2/8 AS REDD. 100.0 140.0 3/0 D/A 100.0 140.0 3/3 7/0 100.0 140.0 2/6 1/ LEAF 100.0 140.9 3/0 7/0 100.0 440.0 3/3 8/I 100.0 140.0 2/8 WSTALLATORS WHERE 100.0 140.0 3/0 We 100.0 140.0 3/3 INFILTRATION 100.0 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS SINGLE DOORS; MANUALLY OPERATED CONCEALED FLASH BOLTS AT TOP AND BOTTOM OF ACME LEAF PART 002181 ATTACHED URN (4) 010 X 1 -1/2' $MS. 3 POINT LOCH VrSItk AT ACTIVE LOCK 510.E 38' FROM 8011041, KEY OPERATED ON EXTERIOR AND THUMB 1URR ON INTERIOR. STRIKE PLATE 1 -1/4" X 1/4' X 16 -1/4' LONG ATTACHED W1114 (2) #9 X 3/4" EMS HINGES SINGLE DOORS; TWO -HANDED COMB HMG EXTRUDED ALUMINUM BRIDGE 2 BY '003SE' (7) PER LEAF AT 7/0 AND 8/0 DOORS AT 3'. 9' AND 28 -3/8' FROM '(OP AND BOTTOM. ONE AT MIDSPAN (8) PER LEAF AT 8/8 DOORS AT 3°, 6' AND 28 -3/8' FROM TOP AND BOTTOM DESIGN LOAD CAPACITY - PSF DOUBLE (EX) DOORS DOOR SIZE GLASS TYPE 'A' OR 'B' WIDTH HEIGHT EXT. ( +) INT. ( -) s9 AS REDD. rr o • 0/ 6/B 75.0 75.0 0 7/0 73 + 0 8/4 1/ LEAF 750 75.0 5/0 4 7533 75:0 6/4 8/I 75.0 73.0 • LOADS SHOWN AROVE ARE FOR WSTALLATORS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. Dart EXTERIDR(t-) LINOS To 48 PSF FOR INSTAUATIONS WHERE WATER ASTRAGAL 'STILE _ INFILTRATION TESIStP TE IS REQUIRED. 7 ITEM 0 PART' 8 8&QD. BEWITCH MATERIAL MANF. /SUPPLIER /REMARKS 1 ER005 AS REDD. DOOR FRAME 6063 -TR - a 09012 AS RECO. DOOR LEAF 6083 -113 - 3 VZ1586 1/ LEAF DOOR BASE BOARD 6063 -T6 - 4 .T2-1483 1/ DOOR FRAME SILL 8063 -78 - S - 1/ ODOR SILL SASE 6063 -T6 - 6 02 -1401 AS REED. ASTRAGAL 'STILE _ 6083 -T6 - 7 02 -1535 4/ LEAF GLAZING BEAD 6063 -76 - 8 2801 AS REDO. GLAZING CASKET VINYL - 0 - - 10 1001/40 1/ CORNER CORNER KEY ALUMINUM MONTICELLO 11 00600X 4/ LEAF HINGES ALUMINUM OESSE 12 Ate A 3/6' 4/ HINGE HINGE INSTALLATION SCREWS - PH MAKLIINE =BENS 13 - AS RECD. SUES W STRIPPING - - 14 %1D x 2' AS REDD. ASSEMBLY SZC S - HH SELF CHILLING 15 #12 X 1 -1/4 - FRAME ASSEMBLY SCREWS - $MS LOCKS DOUBLE DOORS; ACTIVE I EAF- MANUALL.Y OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART #02181 ATTACHED WITH (4) 08 "X 1 -1/2' 5415. 3 POINT LOCK SYSTEM AT ACME LOCK STILE 36' FROM sonata. ICEY OPERATED ON EXTERIOR AND THUMB TURN ON RUMOR. MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF NAME LEAF PART #02188 ATTACHED WITH (4) 05 X 1 -1/2' SALS. HINGES DOODLE DOORS - TWO- HANDED COMB HIND EXTRUDED ALUMINUM BROOK 2 BY 'CIESSE' (5) PER LEAF AT 8'. 12 ". 35'. 63-1 /2" AND 62 -1/2" FROM TOP OF DOOR NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARMING. • • • •.e • •• • • •• •• S•• • 3/16' HEAT STREN'D GLASS .090' INTERLAYER BUTACITE P148 BY 'DUPONT' 3/16' HEAT SO1EN'D GLASS SILICONE • GE SOS 2800 SILGEAZE II 3/18' HEAT STREN'D GLASS .100" INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' 3/16' NEAT STREN'D CLASS SILICONE lIE SCS 2800 SILGLAZE 0 GLASS TYPE 171oDUorR ffi161RA WW1= Dokap. Nq! -0310$ 9 gy Y• L111 1A- 1•aaT TE: M UNI GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02104 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -0EC -219 LASS TYPE 'B' ••• • • • • • • • i • 81 • • • • • E'gn AR0 VICAR •• • • • • ••• • 411. Fit PE O. •S •• •• ••• CAN. 9 • • • • • • • • • e • • • • • • • • • • e • • • • I'. 4 gtIVN 0 2 2009 • • . • • ••• • • ••• • • • • • • ••• • • • • • • ••s • • • • • ••• •• •• ••• -••• ••••s • z O I U k S g drawing no. W04 -0'1 sheet 2of_ 5 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING A ACCESS HOLES 18TH PLUGS T TYPICAL ANCHORS SEE lEY . FOR SPACINGNS WOOD RUES q FSE NOA TRAN RATING AND ETAL5 Wes �- 98 X 1/2° SMS 3' FROM ENDS AND 10' 0.C. MAX. (4) 912 X 1' S118 AT 2' 0.C. MAX. AT CENTER OF SILL REGD. AT }DOUBLE (XX) DOORS ONLY o TYPICAL ANCHORS SEE ELEV. FOR SPACING mem -DADE COUNTY APPROVED MIAUON SEE SEPARATE WA TYPICAL ANCHORS SEE ELEY. FOR SPACING > mBeEe Lg700/ �.. WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEE ELEV. FOR VAC= Ew.477 XSI. Fy4155 lm) WOOD STRUCTURES t -3/5' MIN. PENETRATION INTO WOOD THRU TRY BUCKS INTO CONC. OR MASONRY t --1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY AIL - •_.��.�,,,�.ta9'K�211i4. •> 4" IT! -N • "ii . ,r• X1:6 (GRADE 5 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS INTO METAL. STRUCTURES STEEL : 1/8" THK. MN. (Fy ■ 36 K51 MIN.) ALUMINUM : 1 /8" THK. MN. (6063 -T5 MN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPIrAL EDGE DISTANCE INTO CONCRETE AND. MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN.' INTO METAL STRUCTURE •" 3/4' MN. CONCRETE re = 3000 PSI MIN. C -90 HOLLOW/FILLED BLOCK rrn.= 2000 PS IAN. SEALANTS; ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH • • • ••• • A DSE L OR TEKNA 50729 SEA LANTS. • • • •• : e • e • e E:° • e . O ••• • • • • .•• • ••• •• •• : : ee• ••• • • e • e • • e • JUN +@ ! 2009 • • . . • • • • . 6 • ....IF e e e• • • • • ••• •• • • • • • ••• • • • • •• • ••••• •• • • • • • • • • • • • ••• • • •• U z B drawing no. W04 -01 (sheet 3 of 5 tir MAX. SHIM SP, T/4- MAX. 1/4• SHIM • (2) #8 X 3/4” EMS METAL STRUCTURE ACTIVE LEAF TYPrx ANCHORS SEE ELEV, FOR SPACING TYPICAL ANCHORS SEE &EX FOR SPACING TYPICAL ANCHORS FORSEE ELEV. CWO OR SINGLE DOGE MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA SEE SEPARATE NOR I I FOR SIDELITE R WING AND Dams 11 h A h II MI ke „A__., MOM* MENBAXED ATMTBMICAde RIMapamust 0?- 0310 -of itspkithinnue,+.0rf 1/4- MAX SHIM 1BY WOOD BUCK TYPICAL ANCHORS SEE EEEV. FOR SPACING •• ••• • • • • • • • • • DOUBLE DOUR • •• ••• •• • • • •• ••• ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • S. •• • • • • • • • • • • • • • •••• •••••• -• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • •. •. •• ••. • • • • ••• • • JUN 0 2 2009 FRAME TOP CORNER 2.402 1.784 1-908 FRAME BoITOM CORNER 44 esPreesobbwitElftv .5%•• • I • • • .LEAF CORNERS • • • • • • • • • ASTRACAL•S71LE • • • • • • • • • • • • • • • 1•00+• • ••• •• • • • •• .848 . r .050 1.016 SILL BASE t1 • • • • • 1.ao; • • • • • • . • • • • • • • • • • • • • • • • • • • • • Gc" • • • • • i • • • • • • • • r • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• i• ••• • • • ••• • • Enon ARC v 38 RA PE I 38863 ram 3038 JUN 0 2 2009 wing - W04-01 (sheet 5of 5 ) , riIKi'ii'LA 011JG COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidiide.uov /building /home/a�sn PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 "570/2770/2870" Vinyl Sliding Glass Door (Reinforced)- L.M.I. APPROVAL DOCUMENT: Drawing No. MD- SGD570 -01, titled "Vinyl SOD ", sheets 1 through 13 of 13, prepared by manufacturer, dated 11/18/10 and last revised on 04/04/11, signed and sealed by Anthony L. Miller, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See table 2 (sheet 8) and table 3 (sheet 9) of this approved drawing set for applicable SQD'M4t sizes, design pressures, reinforcements, glass types, sill riser and anchors requireonen$. "- • 2. Rigid White PVC to be labeled per referenced NOA requirement. • • • • • • • • •• • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logA„ t4, state and series/Model and following statement: "Miami -Dade County Product Control Approved ",•unless otherwise,poted• herein. '•••• • • RENEWAL of this NOA shall be considered after a renewal application has been filed ansthere has lieibeno change in the applicable building code negatively affecting the performance of this prodgrt.... - • • • TERMINATION of this NOA will occur after the expiration date or if there has been avev sign or L•in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an ebdodament bf any • product, for sales, advertising or any other purposes shall automatically terminate this NOX Fa`:lure trecmiply 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 and consists of this page 1 and evidence pages E-I, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMIDADEC* N APPROVED NOA No 11- 4107.04 Expiration Date: April 14, 2016 Approval Date: April 14, 2011 Page 1 • '. • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD- SGD570 -01, titled "Vinyl SGD ", sheets 1 through 13 of 13, prepared by manufacturer, dtd 11/18/10 and last revised on 04/04/11, signed and sealed by Anthony L. Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A -1 thru A -22), dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (The above test report has an addendum letter dated 3- 11 -11, issued by FTL, signed and sealed by Marlin D. Brinson, P.E. (reviewing Engineer). 2 Additional test report No. FTL 6637 (samples A -1 thru A -5) per TAS 202 -94, issued by Fenestration Testing Lab, Inc., dated 12/06/10, signed and sealed by Jorge A. Causo, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by PGT, dated 02/16/11 and last revised on 3- 11 -11, signed and sealed by Anthony L. Miller, P.E 2. Glazing complies w/ ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0420.06 issued to Vision Extrusionetd for their "White Rigid PVC ", expiring on 09/30/14. • • • • • • 2. Test reports No(s). 10-002-792(A), 10 -006- 10231, 535753 -09, O•ASTME -84, • ASTMD1929 and ASTMD -635, issued by EXOVA to Vision Pitirtision fot' llnlosid composite material. •••• 3. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont Dpj4e it urs &Ct: Inc. for their "DuPont Sentry Glass ® Plus ", expiring on 01/14/14 • 4. Notice of Acceptance No.10- 0922.09 issued to E.I. DuPont DeNemeurs f+lx :1utaeitt PVB Interlayer ", expiring on 12 -11 -2011 • •' • • • F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by PGT, dated 03/14/11, signed and sealed by Anthony L. Miller, P.E. 2. Statement letter of lab compliance, as part of above test report. G. OTHER 1. Test proposal # 10 -0767, dated 08/25/10 approved by BCCO. 2. Test verification calculation dated 07/30/10, prepared by POT,.Antliony L. Miller, P.E. 1'.M4j . a.u.dL Ishaq I. Chanda, P.E. Product Control Examiner NOA No 11- 0107.04 Expiration Date: April 14, 2016 Approval Date: April 14, 2011 E -1 GENERAL NOTES: SERIES 570, 2770 & 2870 LARGE MISSILE, IMPACT- RESISTANT, VINYL, REINFORCED SLIDING GLASS DOOR 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION. ALL RIGID WHITE PVC AND COMPOSITE REINFORCEMENT MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE 2007 EDITION FOR PLASTICS. 2) GLAZING TYPE OPTIONS: (FROM EXTERIOR TO INTERIOR); T =TEMPERED, IBS =HEAT STRENGTHED, AN =ANNEALED, . .090 DUPONT SE : VC /° ;°^° Y KNOWN AS SENTRYGLAS® PLUS), PVB =.090" DUPONT BUTACITE PVB: TYPE A: 3/1 S GLASS +.090• SG INTERLAYER + 3/18° HS GLASS + 7/18" AIR SPACE + 3/18° T CAP HS GLASS + .090° PVB INTERLAYER + 3/18" AN GLASS + 7118° AIR SPACE + 3/18° T CAP GLASS TYPE C: 3/18° HS GLASS + .090" PV INTERLAYER + 3/16" AN GLASS + 9/18" AIR SPACE WITH HEAT- MIRROR FILM + 3/18" T CAP APPROVED BACKBEDDINGS ARE GE 7700 AND DOW - CORNING 995. 3) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY THE FOLLOWING MIAMI -DADE COUNTY APPROVED MASONRY ANCHORS: 1/4° ELCO ULTRACON OR 114" ELCO CRETEFLEX. SEE TABLE 1, SHEETS FOR DETAILS. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, SHEET 6. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON - SHRINK, NON- METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 1/4' SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH FBC. 8) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE BASEMENTS SHOWN ON TABLE 1, SHEET 8. PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 7) 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. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 331/3 %STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) SHUTTERS ARE NOT REQUIRED. 10) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE AND: A. MAXIMUM (8) EIGHT PANEL CONFIGURATION FOR FRAME HEIGHTS UP TO 98 °. B. MAXIMUM (4) FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 96" AND UP TO 120°. 11) REFERENCES: TEST REPORTS FTL -8337 & 6338; EXOVA- 10 -002- 792(A) & 10- 006- 10231; CAMBRIDGE 535753.09; ELCO ULTRACON NOA #07- 0425.01; ELCO CRETEFLEX NOA 403- 0225.05; VISION EXTRUSIONS, LTD. WHITE PVC NOA #10-0420.08; ANSUAF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCIIQR ItriVIRPMF•NTS GOR-R1E• • • ���°4 LYN� 1 /fig SLIDING GLASS DOORS MAYBE DETERMINED FROM THE DESIGN PRESSURE TABLES& FOR GLASS TYPI3 EC • `` dp NSE '••, '� OR C. USE TABLE 4, SHEET 9. FOR GLASS TYPE A. USE TABLE 3, SHEET 9 IF THE REQIRF4DIVSQ3N! • • • • •. : • .'• * �C 587 05 MINIMUM EDGE DISTANOE. >3'A F :'•� RiA7THE RQIlIRFAU�S {GN • • ••� �7.ORlOA �C' PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWER • �• FS �� t, 11t11Ills,,� PRESSURE IS ABOVE 80 PSF, OTHERWISE USE TABLE 2, SHEET 8. •♦� • • • • • • • a* 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAMR HEI8Y11AND4ME N01M1Nf8: • • != PANEL WIDTH. WHEN FINDING YOUR SIZE IN THE TABLE, ALWAYS ROUND UP TO THE NEXT LISTED SIZE. 3) CHOSE WHICH ANCHOR OPTION (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE 1, SHEET 8 ; •"0 ALONG WITH THE APPROPRIATE SUBSTRATE, MINIMUM EMBEDMENT AND MINI 4) FROM THE DESIGN PRESSURE TABLES (TABLES 2-4, SHEETS 8 & 9), VEIIIIK 5) INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2 -7. • • • • • • • • • • • • 5 , ///S/'!(,lNAL l��� 6) ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET R • • • • • • • ' • • A. LYNN +IW..I.. t P.E. • • • • • • P.E.86763 3t18° HS GLASS 3M8°HSGLASS - DUPONT .080° 4 SENIRYGLAS®. 7118° NOM 7/8" GLASS BITE 1 -1116° NOM. 7M8' AIRSPACE INr.► DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 8 & 9 LARGE & SMALL MISSILE IMPACT 3116' M GLASS 3/16° HS GLASS DUPONT.4 .080° PVB 3M8°TGLASS 7/18" NOM 1 -1/16° NOM. 7/18° AIRSPACE INT.► 3/16' I GLASS 3/16°M GLASS 3116• l 5 GLASS 4EXT DUPONT .090' P 18 7M8" NOM GLASS BITE GLASS TYPE "B" PVB LAMINATE, INSULATED GLASS 1.3/10° NOM. 8/18* AIRSPACE HEAT-MIRROR FILM INT.� 3/18° T GLASS GLASS TYPE "C" PVB LAMINATE, INSULATED WITH HEAT-MIRROR FILM GLASS NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 1 ELEVATIONS 2-4 HORIZ. SECTIONS 5 VERT. SECTIONS 8 ACCESSORIES 7 DESIGN PRESSURES8 -9 EXTRUSIONS 10 PARTS LIST 11 CONFIGURATIONS 12 PANEL TYPES 13 Rented By: cats: Revision: RaatsedB7. Daft Approved as casapl7taE *MINN IN{ Coda NOAS IIZTC7r/L•Z' Ml Dal llp�m GE ERAL NOTES & GLASS TYPES ROSOWSKI 1070 TECHNOLOGY OWE 111e VeN1C4FL94278 VINYL SGD INSTALLATION GUIDELINES P.O. BOX 1828 NOKOM, , FL 30274 8delmocte oat. 11/18/10 Onsilag No. awn OF Aunt &28 570/2770/2870 NTS Sheet OF 13 MD- SGD570 -01 Rew. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 -TRACK CONFIGURATIONS DETAIL A I 4EXT. 12° MAX. O.C. IDETaI Bit iLR112• EXT.• {DETAIL s2I EXT, 3219° MIN.0.C. LEUI EXT!► ANCHOR LOCATIONS FOR POCKET CONDITIONS. ANCHORS INTO P -HOOK. 1 ANCHOR (S CENTER OF EACH PANEL. SEE TABLES ON SHEETS 8 & G. I DETAIL E I 4EXT. 21.8° MAX. O.C. (DETAIL G11 EXT.r 3219° MIN. 0.C. 2 ANCHOR @ CENTER OF EACH PANEL SEE TABLES ON IDETAU. (32} 8 & 9. EXT.Y 4° MIN. O.C. 4° MIN. O.C. CLUSTER OF 3 ANCHORS @ STILE INTERSECTIONS. SEE TABLES ON SHEETS 8 &9. 4° MIN. O.C. 2.375° TYP. EKT' 3219• MIN. 0.0. I DETAIL DI EXT' e�>�R {DETAIL H11 CLUSTER OF B ANCHOR (S STILE INTERSECTIONS. SEE TABLES ON SHEETS 8 &9. 8° MAX. (TO END OF ATTACHED JAMB 9 ANCHOR HEAD ENDS. EXT.I' {DETAIL H2I EXT.' roam. F I EXT.! 1n ■ • ANCHOR LOCATIONS FOR BYPASS CONDITIONS. 1 ANCHOR (S CENTER OF EACH PANEL SEE TABLES ON SHEETS 8& B. 2 ANCHORS (S CENTER OF EACH PANEL SEE TABLES ON SHEETS 8 & 9. 4° MIN. O.C. MEMO APPROX. B°, NON- STRUCTURAL (HEAD & SILL) CLUSTER OF 3 ANCHORS ® STILE INTERSECTIONS. SEE TABLES ON SHEETS 8 & 9. 4° MIX O.C. ME am CLUSTER OF 8 ANCHORS (18 STILE INTERSECTIONS. SEE TABLES ON SHEETS 8 &9. 4° MIN. O.C. 0° MAX (TO END OF ATTACHED JAMB 1 ANCHOR S SILL ENDS, NOTE SEE TABLE 1. SHEET 8 FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. WEEPHOLE PATTERN @ 24° O.C. J MAE POCKET BY OTHERS (UNDER SEPARATE APPROVAL) DETAIL CI THIS SHEET Hal rra DAYLIGHT OPENING WIDTH - 7C OR '0' PANEL TYPE B° MAX„ (HEAD & SILL) DETAIL 1 BET a A DETAIL SHEET OF P DETAIL C2 THIS SHEET mum DETAIL L D THIS SHEET AIM ■r�Mrrra�e�7 DAYLIGHT Blim.8 OPENING ' DETAIL HEIGHT X' PANEL TYPE P DAYLIGHT OPENING (OLD) FORMULAS WIDTH: PANEL WIDTH HEIGHT: PANEL HEIGHT -52 {�.PANEL WIDTH DLO DETAIL E THIS SHEET 111 gir DETAIL C 7 DETAIL THIS SHEET THIS SHEET 03 +1- CONFIGURATION SHOWN (SEAS APPLICABLE ABLE DP • • • • y1Ll IVNI�gK i0i i";':i1;7)64C.. • • • • �CENSF P '•.'fit Sit; ND.ggyOS • � P;sSlON�{A� 4 ° •, • •A.LYI 1J/RE • P.E.058705 • ••• • • • • • FXfr•• S • • . . • • WEEPHOLE'ATTE;•. @SILL 6NDS• • • • •• •• •• • • • is •• • • • --r� �_rrwir DETAIL (32 THIS SHEET DETAIL H� THIS SHEET DETAIL 3 I SHEET S 1 0' MAX ( & SILL) HEAD MAX, r (HEAD & SILL) DETAIL F THIS SHEET C5+2 ANCHOR CONFIGURATION SHOWN; (SEE TABLES 2, APPLICABLE OR P 4) 1) FO CONFIGURATIONS. SEE SHEET 12. 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT, SEE TABLE 1 SHEET 8. 3) DAYLIGHT OPENING (DLO) FORMULAS: WIDTH: PANEL WIDTH - 3.5° HEIGHT: PANEL HEIGHT - 5.2° HEIGHT DLO II �l Retitaeder DEW Rmrketl81: MEC MPN°ed EN eorr9!9HE W33 SW E?ele_ • 1 H. •6/ NOAH p 1070TECHMOLOGYDRIVE FL VEND4 A. 34275 P.O. BOX 1529 NOKOM1 FL 34274 ANCHOR LOCATIONS (2 TRACKS) Drain Bp J ROSOWSKI VINYL SGD INSTALLATION GUIDELINES Dew 11/18/10 CERT. OFAUTFL 329298 5 0/2770/2870 NTS Stoat 2 OF 13 ERROORK D- SGD570 -01 ROW •• • • • • • • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 3 -TRACK CONFIGURATIONS f DETAIL A I I DETAIL B11 'DETAIL B2J ANCHOR LOCATIONS FOR POCKET CONDITIONS. ANCHORS INTO P•HOOK. I ANCHOR (fi) CENTER OF EACH PANEL SEE TABLES ON SHEETS 8 &9. 2 ANCHORS 4.78' CENTER OF EACH 0.0. PANEL SEE TABLES ON SHEETS 8 & e. EXT• 3219° MN. O.C. DDETAIL C1I CLUSTER OF 3 ANCHORS N STILE INTERSECTIONS. SEE TABLES ON SHEETS 8 & 9. 4° MIN. O.C. 4.78° O.C. EXT.'S• IRA CLUSTER OF ANCHORS STILE INTERSECTIONS. SEE TABLES ON SHEETS 8 & 9. 3219° MIN. O.C. I DETAIL D I NOTES: 1)FOR CONFIGURATIONS, SEE SHEET 12. 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT, SEE TABLE 1 SHEET S. 3) DAYLIGHT OPENING (DLO) FORMULAS: WIDTH: PANEL WIDTH • 3r HEIGHT: PANEL HEIGHT -82° I DETAIL E 4EXT. 21.8° MAX. O.C. DETAIL Q11 EXT.V 4° MN. O.C. APPROX. 8°, NON-STRUCTURAL (HEAD & SILL) ANCHOR LOCATIONS FOR BYPASS CONDITIONS. 1 ANCHOR @ CENTER OF EACH PANEL SEE TABLES ON SHEETS 8 & 8. DETAIL EXT" 2 ANCHOR IS CENTER OF EACH PANEL. SEE TABLES ON SHEETS S& 0. 'DETAIL H'I' 4' MN. 0.0. 'DETAIL H21 2.378° TYP. EXT. r DETAIL F I EXT` CLUSTER OF 3 ANCHORS (S STILE INTERSECTIONS. SEE TABLES ON SHEETS 8 & 9. NIMPANNIMI ryas 3211•11M:1111■7 r��e•r� 1111111fl111WERNINI DETAIL A HIS SH POCKET BY OTHERS (UNDER SEPARATE APPROVAL) • DETAIL C1 THIS SHEET BA) =e-7pa CECIEM NMI rrriAer r•rr r ersr rr r DAYLIGHT OPENING —� WIDTH 4 'X' OR '0' PANEL TYPE A/A CLUSTER OF 8 ANCHORS 0) STILE INTERSECTIONS. SEE TABLES ON SHEETS 8 & 9. 3217 MIN. 0.O 8° MAX. •••-- (TO END OF ATTACHED JAMB 1 ANCHOR (Q SILL ENDS. •• ••• • • • • • •• • • •• ••• ••• • • • •• • ••• • • • •• • • • • • • • ? NG• 6670b i • I▪ X- K N�,• I • • • • • • r,O��'••..,FLORA..'+. • ••• • • • ••• • e.,S'S10NP'- '' • • • • • ∎ A. LYNN M1ICl:ER. PE. P.E.938705 • • • • • •• 8° MAX., (HEAD & SILL) —� 1 term 1 Pr SHEET b OF PANEL V DWI PANEL TYPE ETAI 2 M S EET L Nr ASTRAGAL ' SHOWN DETAIL B a DETAIL H2 THIS SHEET C8+I ANCHOR CONFIGURATION SHOWN; (SEE APPLICABLE DP TABLES 2,30R4) `` `W �N�hE PATTERN (0 24° O.C. • • `` • • • • • ••• • • • • SHEET S I DETAIL 4 SHEET b 'X' OR '0' PANEL TYPE DETAIL 28 SHEET 6 INTERLOCK SHOWN DAYLIGHT OPENING ( HEIGHT CHOF PANEL DETAIL E THIS SHEET EI 110,4sY.Ki 03 +2 ANCHOR CONFIGURATION SHOWN; (SEE APPLICABLE DP TABLES 2.3OR4) WEEPHOLE PATTERN (0 SILL ENDS DETAIL F IS SHEET DETAIL SHEET 6 8°I (@ HEAD & SILL) "MAX.. (HEAD & SILL) RBldSedBy: Defo: RsNeedBx DaN: M7owi Grrele P p Ceti 1070 TECHNOLOGY DRIVE A. MICA FL 34278 P.O. BOX 1329 NOKONII1 FL 34274 ANCHOR LOCATIONS (3 TRACKS) DrawnEp J ROSOWSKI now VINYL SGD INSTALLATION GUIDELINES 11/18/10 OEM: OFAU7H. Sedes/Madee. 570/277012870 soft NTS Sheet 3 OF 13 DrevrIng No. MD- SGD570 -01 Rev: ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • •• •• • • • 4 -TRACK CONFIGURATIONS ANCHOR LOCATIONS FOR POCKET CONDITIONS. ANCHORS INTO P -HOOK. [DETAIL B1) DETAIL 82J 3219° MIN. O.0 'DETAIL 03I (DETAIL E I 1 ANCHOR 42 CENTER OF EACH PANEL. SEE TABLES ON SHEETS 85 9. 2 ANCHORS(2 CENTER OF 4.78° EACH PANEL O.C. SEE TABLES ON SHEETS 8 & 9. EXT.V 4" MIN O.C. CLUSTER OF 3 ANCHORS 6 STILE INTERSECTIONS. SEE TABLES ON SHEETS 8 & 9. 4' MIN. O.G. 4.78° O.C. hem. C21 4EXT. 21.8° MAX. O.G. (DETAIL 011 EXT.V. 4° MIN. O.C. CLUSTER OF 8 ANCHORS ® STILE INTERSECTIONS. SEE TABLES ON 2.378° TYP. SHEETS 8 &9. (DETAIL G21 EXT.V ' DETAIL H11 EXT:/ APPROX. 8°, NONSTRUCTURAL (HEAD & SILL) ANCHOR LOCATIONS FOR BYPASS CONDITIONS. 1 ANCHOR (I$ CENTER OF EACH PANEL SEE TABLES ON SHEETS 8 & 9. 2 ANCHORS 42 CENTER OF EACH PANEL SEE TABLES ON SHEETS 8 &8. 3.219° MW. O.C. 4° MIN O.C. (DETAIL H2J MEE EXTY 3219° MIN. 0.C. 8° MAX (TO END OF ATTACHED JAMB I DETAIL D EXT. 1 ANCHOR HEAD ENDS. 44OTES; 1) FOR CONFIGURATIONS, SEE SHEET 12. 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT, SEE TABLE 1 SHEET 6. 3) DAYLIGHT OPENING (DLO) FORMULAS: WIDTH: PANEL WIDTH 4.9° HEIGHT: PANEL HEIGHT -8.2° EXT.V 1 DETAIL F I EXT.11 CLUSTER OF3 ANCHORS 6 STILE INTERSECTIONS. SEE TABLES ON SHEETS 8 8 9. 3219° MIN. O.C. ••■•••■••••S 1•1111111111•-- CLUSTER OF 8 ANCHORS EI) STILE INTERSECTIONS. SEE TABLES ON SHEETS 85 9. 3219° MIN. 0.C. 8° MAX. (TO END OF ATTACHED JAMB r • • • POCKET BY OTHERS (UNDER SEPARATE APPROVAL) 8° MAX., (HEAD &SILL) 1 ANCHOR ({� SILL ENDS. • •• ••S •'S ••.S S • • • • • • • S. • ••• •• • .• • ••• • • • •• • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • UI gh I• MO DAYLIGHT OPENING WIDTH X' OR'0' PANEL TYPE DETnu.1 I SHEET 5 PANEL ▪ TYPE INTERLOCK SHOWN PANEL - JJ` A. rr7 .r111111141,11111 NEIL IF ME C1 WI 4 :11a4 Mgliap Y4'E�ayal mA ., tee•, eewe.•11ea, DETAIL 4 SHEET 6 X' PANEL TYPE V D AL U Y'r a C8+1 ANCHOR CONFIGURATION SHOWN; (SEE APPLICABLE DP TABLES 2, 3OR4) •• : O4 •'soSE •? ,. 01° 7. * • O ''t'�C%,� • • • 'f I /�S�SIO�P��t -00 • •A'L I(ti a PE. P.E.958705 PATTERN (I 24° O.C. rETAIL SHEET G ASTRAGAL SHOWN 'X' OR '0' PANEL TYPE DETAIL 2 + 'V INTERLOCK SHOWN a G] r DETAIL E THIS SHEET DAYLIGHT OPENING HEIGHT =GB O ;a:a:,ai 1r14:1.a 03 +2 ANCHOR CONFIGURATION SHOWN; (SEE APPLICABLE DP TABLES 2, 3 OR 4) WEEPHOLE PATTERN @1 SILL ENDS DETAIL F THIS SHEET 1 SHEET $ ( SHEET S�� 8° MAX. (@ HEAD & SILL) 0 MAX, "°- (HEAD & SILL) Regsed RevIstiss Racked* RovbDn: 1070TEC16NOLOGYDR1,0 M VETOCA FL 34275 P.O. 1829 NOX0M14 FL 34274 ANCHOR LOCATIONS (4 TRACKS) ROSOWSKI nem VINYL SGD INSTALLATION GUIDELINES 11/18/10 GERT: OFAU7N. 570/2770/2870 NTS Ghee 4 OF 13 MD- SGD570 -01 ••• • • S • • • • • • • • • •• •• •_ • • • ••• • • e • • • • ••• • • • • • • • • • • • • •• •• • ••• • • New 1/4' MAX. FOR LOCKSTILES, ASTRAGALS, _ FIXED STILES AND RAILS HORIZONTAL rl — �` ----� SEE NOTES 388 BELOW DETAIL 1 INTO MASONRY CONCRETE/CMU PER ANCHOR REQUIREMENT EMBED;''. { MENT e. . TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 8 EDGE DISTANCE —' POCKET P-HOOK FOR 1 r INTERLOCKS ONLY 1 �_ 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 4, SHEET 1 EDGE H DISTANCE EMBED- MEw NON - STRUCTURAL 4y DETAIL 2A ASTRAGAL ANCHOR OVAL 1� fl DETAIL 2B INTERLOCK REQUIRED IF DOOR HEIGHT IS OVER SB` DETAIL 3 INTO MASONRY 1X BUCKSTRIP 1X OR 2X WOOD BUCKSTRIP, SEE NOTE 4, SHEET 1 ASTRAGAL ADD-ON ®i ASTRAGAL ADD-ON REINF. 810X2- 1t2'SMS REINFORCEMENT SCREW; 8 PER ASTRAGAL, EQUALLY-SPACED AND r FROM ENDS (FACTORY INSTALLED). PANEL WIDTH LOCKSTILK EXTERIOR ASTRAGAL 114° MAX EDGE DISTANCE RFRAME WIDTH INTERLOCK BOX SCREEN PANEL WIDTH TYP. ANCHOR TYPE, 2-N9' ROW 0111 1l! Q EMBEDMENT AND EDGE SPACING �,_ DISTANCE ABLE SUBSTRATE, 1, SHEET 8 =i114° L. ^€ ,I i SEE TA�EI,SHEETB +• ^ ^YY11 U ' liii . EDGE DISTANCE EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT 2X WOOD BUCKSTRIP AND EDGE DISTANCE PER SUBSTRATE, OR FRAMING, SEE SEE TABLE 1, SHEETS NOTE 4, SHEET 1 NON-STRUCTURAL ANCHOR 1/4° MAX ®P -HOOK REINF. PLATE (12' LONG, (� PANEL MIDSPAN 48 P.HOOK REINF. PLATE EMS, 210 X 1 -1/4° (8) @26/8' O.C. POCKET P -HOOT( DETAIL 1 INTO WOOD DOORFRAME WIDTH 88X3/4" EMS REINFORCEMENT SCREW; 3 PER RAIL, LOCATED AT CENTERLINE AND 8" FROM ENDS (FACTORY INSTALLED) • CONCREIE/CMU PER ANCHOR REQUIREMENT EMBEDMENT • TNT. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 8 1 EDGE DISTANCE 114" MAX. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET S EDGE • DISTANCE FIXED PANEL CUP AND ANCHORS, SEE DETAIL SHEET 7 FIXED STILE DETAIL 3 INTO WOOD PANEL WIDTH DETAIL 2B INTERLOCK ) ET IYTGARANI 4TEACK • • • •• s.0% �1 LYNN / 4.4,,,,,.:/, + /r1i, 1 DErA86 CONFIG NS. • • • • S • • • `.,• pN ......... , � OPTIONAL 2) SEE SHEETS 2-4 FOR ANCHO•B�IOI•B SPACING. • ,� 1� ✓'y \GENSF `% �, 3) SEE TABLE(' 2'4 FORININIi1RCEMEAT • • • • ' N. %. REQUIREMENTS* • • • • • • • • ' 4)CONTINUMESANGNSFIPLATIR ITEM ISREQUIJ D AT ALL FRAME ANCHOR LOCATIONS. = '• 5) PANEL man.' DOES NOT INCLUDE INTERLOCK OR — a. g 8)ALL REINFORCEMENTS AREA 'ROXIM,TELYTHE • �,, ST OF �'_�: REPORT ORO T l)i�( P-I V'mar • • �4- -..,FxotHOP..'' & :s• • • BOOS • • • • • • 'lir, 42 /ONp,,,,, �,• •• • • • • • • • • N /„''11n11` • • • 0 • A. LYNN IJILLER, PE PEA 58708 EXTERIOR NO.08705 STANDARD SCREEN EXTERIOR V DETAIL 3 INTO MASONRY •'2 -3/8' ROW r • SPACING EMBED- MENT CoNCRETEICMU PER ANCHOR I REQUIREMENT h--- 114' MAX. . • •• • Revtaed8/r Data RatedS/r Oats Rerldmt: Ntpume�dl w cec•pl/les with IAt 7)I'L ( C oI I • J• apt �+ 1070 TECHNOLOGY DRIVE AL VENICE, R. 94278 A.O. BOX 1629 NOIRE*, FL 34274 CHIT. OFAUIH. 629288 Drawn By: HORIZONTAL INSTALLATION DETAILS ROSOWSKI TAW VINYL SOD INSTALLATION GUIDELINES 11 /18/10 570 2770/2870 NTS 5 OF 13 D SGD570 -01 tsar • • • • • • • • • • • • • • • • •• •• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• •••• • • MIN. 27 KBF ONCRETE fN HEAD PER ANCHOR REQUIREMENT, SEE TABLE 1, SHEET 8 TV?. ANCHOR TYPE, EMSEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 2.3/8° ROW -+.1 EDGE SPACING h+- DISTANCE EDGE DISTANCE MEN•G •� '.,. DETAIL 4 INTO WOOD TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 8 2-318• ROW SPACING EMBED- MENT 88 X 3/4• SINS REINFORCEMENT SCREW; 7 PER STILE, LOCATED AT CENTERLINE AND 8°, 8°8: 12° FROM ENDS (FACTORY INSTALLED). FRAME HEIGHT, SEE TABLES 2.384 19 SILL RISER VARIES WITH REQUIRED POSMVE DESIGN PRESSURE, SEE TABLE A, SHEETS 888. 1/4• MAX. EDGE. DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET S GROUT AS NEEDED, SEE NOTE 8. . •..: • •MIN. 2.71181 SHEET I CONCRETE SILL PER ANCHOR REQUIREMENT, SEE TABLE 1, SHEETS DETAIL 5 INTO MASONRY 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 4, SHEET I ••• • DETAIL 4 INTO WOOD* • EDGE DISTANCE • 3.12' RISER DETAIL 4 INTO MASONRY TV?. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 8 EDGE ROW DISTANCE SPACING TABLE 1, ANCHOR TYPES: 1 -11/4' MAX TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 8 .1 EDGE I DISTANCE DETAIL 4 INTO ALUMINUM 1/8' MIN. 6083 -T8 ALUMINUM SUBSTRATE tttttteatteai• - w�w�� - i ,/- i i ii i i i i i i i i i i- ii r_ -� METAL SUBSTRATES TO BE PROPERLY DESIGNED TO TRANSFER LOAD IMPOSED ON THEM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 8 Type Substrate Anchor Minimum Embedment Mln. Edge Distance A P.T. Soul/lean Pipe (8G a •8B) 812 Sheet Metal Screw (GB) 1.3/8° 3/4° 1/4" Elan UltraCon 1 -1/2" 1-3/4" 1/4° Elan Crete -Flex 884 1 -1/2" 14/4° Aluminum, 8083 -115 min. 812 Sheet Metal Screw (GB) 0.125 12° Steel Stud, Gt 33 min. • 812 Sheet Metal Screw (GB) 18ge (0.0461') 1/2° A38 Steel $12 Sheet Metal Screw (GB) 18ga (0.0461' 1t2° B P.T. Southern Pine 2 = .em at2 1418° 314° C rele jmin 2.7 ken 7 k 1/4 Mao UltmCon 1-3/8° T Concrete�mm. 4.iweaq 1/4- woo e-Ftex 884 1414 1° Umlauted CMU, Jambs Only (AS1M C-90) 1/4° Elan UltraCon 1 -1 /4° 1° 1/4° Elea Crete -Flex 884 1 -1/4° 14/4° D Concrete (mkt. 2.7 kel) 1/4° Elco UltraCon 1-3/5 2-1/2° Concrete (min. 3.38 kel) 1/4" Elan Crete -Flex 884 1-3/4" 2 -1/2" Umlauted CMU, Jambs Only (ABTN C40) 114' Elan UltraCon 1 -1/4° 2 -1/2° 1/4° Elan Crete -Flex 884 1 -1/4 2 -1/2° NOTES 1) DETAILS APPLY 702, 9 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 2-4 FOR ANCHOR LOCATION & SPACING. 3) SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, REM 88, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. e)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. 6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. • • • ����� 1.Y(NNI�I1�', • • �N OS1 .... <t ,, r • • •s i1; Na.68708 -"I DISTANCE 18 GA STEEL STUD OR A.38 STRUCTURAL STEEL SUBSTRATE DETAIL 4 INTO STEEL METAL SUBSTRATE DETAILS SHOWN FOR HEAD (SIMILAR DETAILS Y APPPLp TO FRAME AND SILL. EPT • f/ iUBSTRA S TCAILE SHEE'� ! :••,.4s • fT.ORIOP`r����: TYP.EDG tiTYPE.E DMENT • %�•• gip E �= • Tp18T • • • i i • ••• : +,iLt9Y1ONAL1t\` • • • • • 01 A. LYNN Ii1LLLER, PJL P.EB 68706 Revises/8T Dab: Resister RmBed/y: Date: Ravbb a Approved an onesesieg teNtI BE Merida S D.Ide � edo2o1 ROAs Xort44.0% 1070TSCHNOLOGYDRIVS AC VENICE; FL 34276 P.O BOX 1529 ivaimeit FL 34274 VERTICAL INSTALLATION DETAILS vex VINYL SGD INSTALLATION GUIDELINES *oarBln J ROSOWSKI Dem 11/18/10 CERT. OF RUTH. 929296 &Was Sheet 570/2770/2870 NTS 6 OF 13 Rey MD- SGD570 -01 ••• • • • • ••• • • • • ••• • • • • • • • ••• • • • • • • • •• •• • • • • • • ••• • • • • • • • • • •• •• • • ( T(6) YPE TYPE AS USED IN INSTALLATION, TABLE 1, SHEET 7 (3) #10 X 1,5 "SMS 1) INSTALL CUP INTO PANEL STILE 2) INSTALL CUP INTO FRAME JAMB & SUBSTRATE, SEE TABLE 1 HEADER BLOCK TO. HEAD ATTACHMENT INSTALL ONE BLOCK AT EACH INTERLOCK. AT ASTRAGAL, INSTALL ONE BLOCK THAT SPANS BOTH PANELS. HEADER JAMB TO HEAD BLOCK ® ASSEMBLY (3)#8X1” MS FIXED PANEL CLIP INSTALL ONE CUP AT THE MIDSPAN OF EACH FIXED PANEL -TO -FRAME JAMB LOCATION. (2)#8X1" SMS )#10X 2 -112" SMS SEE PLATE COVER SE TABLE E 2, - INF. PLATE 6 SHEET 8 X1314 °SM8 #10 X 2" SMS (4) iQ KEEPER JAMB TO SILL ASSEMBLY LOCKING JAMB REINFORCEMENT PLATE FOR DOORS OVER 98". 10 ANCHORS @ 3 ", 8 ". 9". 12", & 48.5" FROM EACH END OXXX SHOWN NOTES I) DETAILS APPLY TO 2, 8 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 2-4 FOR ANCHOR LOCATION & SPACING. 8) SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM 08, I8 REQUIRED AT ALL FRAME ANCHOR LOCATIONS. BOTTOM RAIL 11 SUPPORT (2) #10X1 "SMS THROUGH SUPPORT. INTO PANEL INTERLOCK REINF. PLATE #10X2 -1@" SMS INTERLOCK SILL RETAINER L #10 x2" SMS CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK •• ••• • • • • • • •• • • • •• ••• • PANEL ASSEMBLY NO Pitlk ASSEMBLY FASTBNERSEt • • • • - • • • • • •• •• • • • • • • • • `, ttII !*.1.14.1s1 III1, l• „‘N"0131. 411 ' "/i • • • • Z. ND, b870b • • S77S•���� A y� ' U•' STAtE F 4 • • • • • • LYI�t� �RLeR,,P.E. • • P.E.868708 EXTERIOR INTERIOR ReWsedBN Detx Revised BY: Detx Re sto e KEEPER TO JAMB ATTACHMENT '1;44e Product Le&H f 1070 TECNNOLOGYDRIVE AL VENICE FL 84278 P.O. BOX 1628 NOXOMIE FL 84274 CE?T:OFAUTIL 028280 ACCESSORIES INSTALLATION DETAILS J ROSOWSKI 7/ff. VINYL SGD INSTALLATION GUIDELINES 11/18/10 Bade: Meat 0w0RNa. R01 57 0 2770/2870 NTS 7 OF 13 MD SGD570 -01 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • I' 'I TABLE 2: '``�,a��gN�C F....ce P„ * : ` ; {Ir li- No. 68745 - p�yy * MEP TEXT. CAP +nte AIRBPAt:E +3H8°HS GLASS +.000 SOP Wr9I.AYE R +3ter HE GLASS Series 570 & 2870 Anchor Quantities and Design Pressures TOTRL80R ANCHORS CLUSTERED THROUGH THE HEAD & SILL AT EACH PANEL MEETING POINT. C3 +1, 3 ANCHORS FRAME HEIGHT (IN) - (EX: FOR REQUIRED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED ATMIOSPANOFPANEL). _' -p !n' sic,: +rll ltl �Q�•. STA E F : if./ .-..° �ORIOP••' i ? • '•.,. ��i`79/fir s /i/ QNAL" 1��� 1 1 I 1 ,1 A. LYNN M P.E. 8•PANEL MAXIMUM CONFIGURATION 4-PANELMAXIMUMCONFIGURATION 80 84 98 108 120 NOM. PANEL ON) • FRAME B r( m U O $. :. f p y dam' ; g R m V O f . • I . •� F. 1 I wa Q m U D : H F Jp a, ¢ m o o 9p H .� HS r 6 m U O �• F H, ,$ F H g g.t ANCHORAGE ACHIEVE SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE 1.3 ANCHOR LIMITATIONS. P J ROSOWSKI r 0 (p (,! 2 1 a TABLE KEY: PANEL WIDTH 24 } FRAME SIDE Ikea & Jamb P- Ate_ C3 +1 3 cwargar DESIGN PRESSURE TABLE 2 • VINYL SGD INSTALLATION GUIDELINES 24 Head & S0l C3 +1 C3+1 : 03+1 ; 03+1 C3+1 C3+1 ' C3+1 i C3+1 C3 +1 C3+7 ~1 C3+1 03+1 C3+1 ; 03+1 03+1 03 +1 03+1 C3+1 . 03+1 Jamb 5 I 5 i 8 . 8 8 8, 5 5 5' 8 8 5 6 6 ' 8 6 8 8 8 6 P-hook 8 8, 8 1 8 8 8 1 8 i 8 9: 8 9 9 10 10 , 10 10 11 11 11 11 'Design Pressure +80.0 +80.0 i +80.0 r +80.0 +80.0 +80.0: +80.0 ; +80.0 +80.0 i +80.0 +80.0 +80.0 +80.0 +60.0 j +80.0 +80.0 +80.0 +80.0 +60.0 +80.0 8 -80.0 -80.o j -80.0 j 80.o -ao.0 -80.0 •80.0 -80.0 -80.0 : - 80.0 -80.0 -80.0 -e.0 -85.0 ' 46.0 -65.0 •88.0 •85.0 .88.0 -88.0 Design Pressure +ego --- 30 Head & Sill Jamb C3+1 8 03+1 i 03+1 8 6 03+1 8 C3 +1 8 03+1 03 +1 03+1 b$+1 03+1 6 6 03+1 03+1 8 B C3 +1 6 03+1 C3 +1 6 6 p+1 6 C6+1 6 C3+1 6 q +1 8 C3t1 8 40'3 S 8 OF 13 6 6 6 NOM 8 8 B 8 8 8 I 8 8 8 `. 8 9 8 14 10 ! 10 10 11 11 11 11 PANELL- FRAME WIDTH tem THE MAXIMUM NEGATIVE DESIGN PRESSURE AT THESE ANCHOR - Design Pressure +80.0 +80.0 +80.0 +80 0 +80.0 +80.0 ' 80.0 80.0 80 0 80.0 80.0 80 0 •50.0 80.0 80.0 80.0 80.0 80.0 86.0 86 0 ' 86.0 86.0 68.0 86 0 68.0 88 0 Head & SW C3 +1 03+1 C3 +1 03+1 C$+1 03+1 C3+1 03+1 08+1 G$+1 p +1 03+1 05+1 03+1 1 03+1 +K 05+1 06+1 05+1 C3 +1 u) Jamb 8 8 6 6- 5 8 6 i 6 6 I 8 8 8 8 8 8 8 8 8 8 QUANTITIES. THE MAXIMUM POSITIVE DP AT THESE ANCHOR QUANTITIES. ADDmoNALLY, 1. 8 B 8 10 10 10 11 11 11 91 Daskm Pressure I I +80.0 +840 I +80.0 +84.0 +84,0 +60 0 +80.0 ! +80.0 +6p.q +80.0 +60.0 +80.0 M I 840 80.0 80 0 80.0 84:0 80.0 840 80.0 80.0 ; $40 80.0 80.0 86.0 65.0 i 86,0 86.0 86 0 86.0 88.0 THE MAXIMUM DP FOR THE SILL HEIGHT - MUST ALSO BE CONSIDERED, SEE TABLE A, THIS SHEET- TOTAL ri OF ANCHORS THROUGH THE Setlesgradet 570/2770/2870 42 Head & C6 +2 C3 +2 03+1 03 +1 05+2 05+2 03+1 03+1 05+2:05+2 C6+1 C3 +1 C6+1 06+1 08+1 K C8 +1 C6 +1 C$+1 C3 +1 6 6 8 8 8 6 8 $ B 5 7 6 8 8 6 6 6 7 8 8 8 8 8 8 8 8 8 10 ' 9 3 9 10 10 j 10 10 11 11 11 11 P-HOOK. TOTAL S OF ANCHORS THROUGH THE Design Pressure +ti0.0 +80.0 +80,0 +80.0 t g 80.0 80.0 80.0 80.0 60.0 80.0 80.0 84.0 80.0 1 60.0 80.0 80.0 86.0 86.0 860 435.0 88.0 86.0 86.0 860 JAMB. OHLENOTH 48 Head & � � C8+2 C5+2 C3 +2 C3 +1 05+2 05+2 1 05+2 (03+•1 CXi+2 ; Ca+2 C6 +2 C3 +1 06 +2 08+2.05+1 C3 +1 C6+2 05+2 05+1 03+1 Jamb 8 6 7 5 8 6 I 7 ' 6 7 j 6 8 8 6 6 I 7 6 7 5 8 8 a 1 i Y4 S 8 8 8 10 8 I 8 8 11 9 9 9 10 10 10 10 11 11 11 11 Design Pleasure +890 +84.0 +80.0 +80.0 +60.0 +80.0 +80,0 '+80.0 I +80.0 I +80,0 +80.0 +840 +5 .0 +60.0 +80.4 +60.0 +80.0 +600.0 +60.0 +80.0 DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) RATIO IS EQUAL MORE THAN I IS I� -80.0 •80.0 . - 80.0 •80.0 -60.0 ' I -SILO 84.0 80.0 80.0 80.0 80.0 '85.0 85.0 86.0 65.0 $5.0 i -85.0 .65 .0 66.0 . 64 Head & SW C6+2 C8 +2 C3+2 C3 +2 Ca+2 C5+2 ' C8+2 C3+2 C5 +2 I C8+2 C5 +2 C i+2 EXEMPTED MPTED FROM O EXEMPTED FROH WAVER RATIORA ALL THE C LCULATE G RATIO SHALL a>: CALCULATED BY THE FOLLOWING EQUATION: Jamb B s � 7 a e s a s ' 7 6 B s 10 8 8 8 11 B 8 8 12 9 8 9 ,'I. Design Pressure 180.0 I +80.0 +840 +8q.0 +80.0 +80.0 j +800 +840 +800 +80.0 +80.0 :ii OH RATIO= OH LENGTHIOH HEIGHT 80 0 80.0 ; 80.0 80.0 80.0 80.0 80.0 , 80.0 80 0 80 0 8q 0 80.0 611 Head & SIII EMI C6+2 05+2 C3+2 C6+2 C6+2 06+2 12131=21=3213 06 +2 MIA 1,888° See Tables 2-4 TABLE Jamb 8 6 8 a 6 8 1 8 $ WANIMMIKIHrill 41l Ia° 3.484° 4.037° +W.Opaf ° ^pre mmed ss complying whit ere No' ;� , r , Y' P-hook ' 8 I 8 8 10 8 , 6 ; 8 �, +:.0 +:. 1i • 10 j� 7 ' -80.0 Design Pressure +87.0 +80.0 +80.0 +80.0 +87.0 +80.0 +80.0 I +80.0 -87.0 -80.0 i -50.0 - 84.0 -87.0 -84.0 i -80.0 -80.0 -87.0 ; - 840 '," •,: ED Reinforcements Required, (See Parts on Sheet 10 Glass TYl es • • NOTES (1 1) DETAILS APPLY TO 2.9 AND 4 TRACK CONFIGURATIONS. 2) SUE SHEENS 2.4 FOR ANCHOR LOCATION & SPACING. a 3) 6EESABf0BR4FORREINFORCEMENTREQUIREMEN TS. e 4)490I?11NI)UNANCHOR PLATE, ITEM 88, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. NO Iii Interlock Lath/Fixed Stile Aatregat Astragal Addon Top/Bottom Rail !'r (Pin 10.4, 26) a • Mare Dede Prodsee . . ay�k �"'( PartS 29 Part# 28 Part!) 26 Pact# 30 Pert# 28 Required for Heights ow 98° • a V • • • • • • 5) PANEL %)T•((eOOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. • - • • • • • • • • 8) %EE%HEE1T2•OR APPLICABLE DLO PER PANEL SIZE. • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3: 8f16"T EXT. CAP +r118° Ar28PACE +SWIM MASS +.0eoSOP MTEMAYER +3110. He GLASS Series 2870 Anchor Quantities and' Design Press FRAME HEIGHT (IN) &PANEL MAXIMUM CONFIGURATION 80 84 88 NOM. WIDTH FAME IA / 1 ES p 1 g re _ .. c 4 00 1 C; c 1 a O. O ' 24P-hook Head 8 Sip 03 +1 C3 +1 C3+1 C3+1 09 +1 03 +1 03+1 , 03+1 08 +1 03+1 03+1 03+1 Jamb 8 5 6 6 8, 8 6. 8 8 6 1 8 8 8 8 8 8 8, 8 B 8 9 8 1 9 6 Design Prssetre +100.0 +100.0 +100,0 +100.0 +100.0: +100.0 +100.0 +100.0 +1020 +1000 +100.0; +100.0 -100.0 400.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100,0 r -100.0 100.0; -100.0 30 • Head & SD 1k08+1 C3 +14 C3+1 03 +1 03+1 C6+1 03 +1 C3+1 C8 +1 05+1 05+1 C5+1 , C3 +1 Jamb 6 8 6 5 8 8 6 5 P•hook 8 8 8 P -hook 8 8 8 8 8 8 8 8 9 B 9, 9 Deep Preoawe +100.0 +1000 +100,0 +100,0 +100,0 *100,0 +100,0 +100.0 +100.0 +100.0 +100.0; +1060 400.0 -100.0 - 0 -100.0 -1000 , -1600 -100.3 -100.0 -100,0 -100.0 -100.0 i -100.0 30 Head 6 801 C8+2 05+1 C3 +1 03+1 08+2 I C8+1 C8+1 C8+1 06+2 08 +1 0801 1 C3+1 Jamb , 8 6 8 8 6, 8 8 8 8 6 7 1 8 P-book 9 B 8 8 9 8 8 8 10 9 0 6 Design Pressure +100.0 +100. +100,0 100.0 +100.0, +1000 +1000 +1000 +100.0 +1000 +100,0 +100.0 -100.0 -103,0 - 100.0100.0 430.0 -100.01 -101.0 -100.0 -100.0 -1000 -100.0 -100.01 •1000 42 Head & 8I0 C6+2 f16+2 C3+1 03+1 C8 +2 � C6+2 08+2 C3+1 C6+2 08+2 06+2 E 03 +1 Jamb 8 5 7 5 8 I 8 7 8 7 8 8: 6 P -hook 10 0 8 8 10 i 8 8 8 11 8 +100.01 +100.0 Dorgan Pre1ure +100.0 +100,0 +1000 +1000 +100,01+100.0 +100.0 +100,0 +00.0 +1000 -100.0 -100.0 • -100.0 -100.0 400.0 1 -100.0 -1000 - 1000 -08.0 -100,0 -100.0,, 4000 48 Head 8810 C6+2 06+2 C8+2 C3+2 C6+2 1 05+2 06+2 03 +2 08+2 C6+2 C5+2 i C5+2 Jamb 7 8 8 6 7 j 8 8 8 7 7 10 1 B P -hook 11 8 8 8 12 1 8 8 B 12 8 10 1. 10 Design Press= +100.0 +1060 +1000 +100,0 +100.01 +100.0 +160,0 +100,0 +87.0 +100.0 *Moo 1 +1000 -100.0 -1060 -100.0 4000 -100.0 -100.0 -100,0 -100.0 47.0 -100.0 4000 1 -1000 400 400 Reinforcements Required, (See Pads en Sheet 10) G ass Type, Mee Sheet 1) 4300 lot•tock L00kiFTxed MINI Astragal Astragal Adrian I Topi06ttom Rail Pod# 29 Pmt8 28 I Pa318 26 Par* 30 I Pa310 28 A TABLE KEY: NOM. PANEL FRAME WIDTH SIDE (IN) Jamb P -hoot Design Pressure ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE 1, ,/'� SHEET 8 FOR COMPLETE ANCHOR LIMITATIONS. A TOTAL OF ANCHORS CLUSTERED THROUGH THE HEAD & 861 AT EACH PANEL MEET IG POINT. (EX: FOR C3 +1, 3 ANCHORS REQUIRED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIQgGRN Si'ONEIS. • • 8 TOTAL# ANCHORS ThROUGH THE JAMB.: NOM. FRAME WIDTH WILL OF PANELS • •• • • e'er- -- -TOTAL B OF ANCHORS THROUGH THE P-HOOK. • • • + • • • • • 100,0 ! �•• -100.0 �-„ THE MAXIMUM POSITIVE OP AT THESE ANCt)R QUAt IMS. ADD•IIONALLY, THE MAXIMUM DP FOR THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE A, THIS SHEET. THE MAXIMUM NEGATIVE DESIGN PRESSURt OT.7HVGg 4CHOR QL NTRIES•. • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • TABLE 4: ane'TExT rnP +Ina' ARBPACE +8118'HS GLASS +.000 WP,B MFERLAYER+ M008 Serlee 570 & 2770 Anchor Quantifies and Design Pressures FRAME (HEIGHT (01) &PANEL 61ANMUM CONFIGURATION 80 84 88 NOM. PANEL ON) FRAME SIDE IA / 1 ES p 1 g 4 -1/18' 11iA d i t l JI • 24 Head & SDI 03+1 C3 +1 . C3+1 C9+1 03+1 03+1 03+1 03+1 03+1 , C3 +1 Qi +1 ; C3+1 Jamb 8 8 : 6 6 8 18 6 8 8 8 6 8 P•took 8 8 8 8 8 8 8 8 9; 9 9 8 pew Pressure +80.0 +80.0 I +80.0 +80.0 +60,0 +80.0 +80.0 +80.0 +80,0 j +00,0 +80.0 +80.0 430.0 -60.0 1 - 80.0 -60.0 480.0 40.0 -800 430.0 -80.0 I .80.0 4300 -80.0 30 Head & SDI C3+1 03+1 03 +1 C3 +14 03 +1 C3+1 03+1 03 +1 C3+1 1; C3 +1 03+1 C3+1 Jamb 8 6 6 l 6 8 6 8 8 8 8 6 5 P•hook 8 8 8 8 8 8 8 8 9; 8 9 9 Design Pressure +00.0 +80.0 +00,0 +00.0 460.0 +800 +80.0 +660 +80.0 ; +80,0 +00,0 +80.0 480.0 -00.0 430.0 -60.0 -80.0 430.0 460,0 46,0 480.0 ; 430.0 430.0 480.0 C3 +1S 38 Head & SDI 03+1 C3+1 C3+1 (33 +1 C3+1 C3+1 C3+1 C3+1 03 +1 103+1 03+1 1 Jamb 5 5 6 6 8 6 5 5 8 i 8 6 6 P-hook 8 8 8 8 8 8 8 8 9 1 8 9 6 Design Pressure +00,0 +60.0 +80.0 +80.0 +00.0 +00.o +800 +80.0 +800 +80.0 +80.0 +80.0 -800 430.0 430.0 430.0 -60.0 .80.0 -80.0 430.0 4100 , -80.0 -60.0 -80.0 42 Head & 810 03+1 C3+1 C3+1 C3 +1 C3+1 03 +1 'C3+1 03+1 06+1 1 C3 +1 C3 +1 03 +1 Jamb 8 6 6 6 6 8 8 8 6; 6 6 5 &hook 8 8 8 8 B 8 8 8 8 9 9 6 Design Pressure +00.0 +80.0 +800 +80.0 +80.0 +80.0 +80.0 +00.0 +80.0 ; +860 +80.0 +00,0 .80.0 - 80.0 -80.0 400.0 .00.0 480.0 4300 40.0 430.0 1 .80.0 430.0 -80,0 48 Head & 8111 'C3+2 03 +1 03+1 C8 +1 C3 +2 C3 +1 03+1 C3 +1 C8+2 1 C3+1 C3 +1 C3 +1 5H Jamb 8 55 8 85 6 B 8; 6 8 P4nok 8 8 8 5 8 8 6 0 9 i 9 9 9 Design Pressure +800 +80.0 +80.0 +00,0 +00.0 460.0 +800 +80.0 +80.0 j +890 +80.0 +80.0 400 400 430.0 430.0 4300 40.0 400 430.0 400 i 430.0 430.0 -800 Reinforcements Required, (See Pans on Sheet 10) Glees Type, (Sae Sheet 1) inten00k Look/Fined Mile Aairey0l Astragal Adrian T0plB08om Rag Standard Ped828 Pa16 26 Pant* 25 P8rte30 P01828 B. Th•mal -OpOon Par* 28 Paa827 Pen* 27 Pmt830 P01827 13,0 TABLE k Water•Lbnited ( +) Design Pressure Nrina1§Ill, 'Hsight Actual SIR HeIgM Max. ( +) DP Miami • 3- 11)90 1.888" See Tables 2.4 :31r. • 3.484° +80.0 psi 4 -1/18' 4.037' +80.0 psi 44518° 4.8144 +100.0 psi THE LESSER VALUE OF TABLE A AND TABLES 3 OR: • 8.878° (ra' prr"grH D n n .10r -J O 2 TRACK HEAD /JAMB RIGID PVC 8280° L-I=E7 0.100"1 D O3 TRACK HEAD /JAMB RIGID PVC U 1.812' J 10.828• ©4 TRACK HEAD /JAMB RIGID PVC .840" �+�}•+ -- .082° .125° FRAME SCREW ANCHOR PLATE O COVER ® 6083 -T8 ALUM. RIGID PVC O2 TRACK SILL RIGID PVC 1.888° J ®3 TRACK SILL RIGID PVC 10.838° 2- °I Jul[, J® �- .93r -WILE .sao' .301.3 I O TRACK INSERT 6083 -T6 ALUM. - 1 1.438° 44 .82" 1. r OUTER SILL `;5+ COVER RIGID PVC 1.817 1+-- d o .oew SILL TRACK 3 1 COVER RIGID PVC SILL RISER SILL RISER mm 8063 -T8 ALUM. Q 6063.T8 ALUM. 1281° 210° 1 -1/18" BEVELED BEAD ® RIGID PVC .055° BOX SCREEN SILL Q ADD-ON 6083 -T8 ALUM. 4.041' .080" SILL RISER 1'' 6063 -TB ALUM. 4 TRACK SILL © RIG D PVC .840" �_-�- .082' Q KEEPER 808376 ALUM. (Q 1.435° .050" --"-k gib OUTER SCREEN TRACK 6063-TO ALUM. .948' r BOTTOM RAIL 11 SUPPORT 6083 -T8 ALUM. -- 1 1.487° [- 1.610' .L✓ 18 BOX SCREEN HEAD AND JAMB ADD-ON RIGID PVC I-- 1.000° --0-- .00r .080' Imo-- 3.000° -a2=V AI REINFORCEMENT COVER .110' RIGID PVC . z29° I'' 2 r 80- -IT Al REINFORCEMENT PLATE 6005 -T5 ALUM. 61. TOP, BOTTOM E1 AND STILE REINFORCEMENT 6005 -T5 ALUM. r 2.141` .7� .128" ASTRAGAL ADD-ON 3 REINFORCEMENT v-YREINFORCEMENT W..Y PLATE 8005 -T5 ALUM. 8063 -T8 ALUM. TOP, BOTTOM © AND STILE REINFORCEMENT COMPOSITE ®INTERLOCK .300 REINFORCEMENT 8005 -T6 ALUM. INTERLOCK ADAPTER RIGID PVC BOX SCREEN BOX SCREEN BOX SCREEN STOP RAIL BOTTOM RAIL ' SIDE RAIL 6063 -T8 ALUM. 8063 -TB ALUM. 6063 -T8 ALUM. I+ --►I -- 1.081" I " 1778° _J. .050° -►�-- STD. SCREEN 5,178' 10 TOP/BOT. RAIL 6063 -T8 ALUM. .100' `t111111111!!t! P -HOOK AliMeneelii • ;roe 8083 -T8 I LUM. : • • • • ALUM, • • • • • • •• ••• •• • 1.806° h- .1780 JTT�� ••• •••.125.--• • • • • • • • • • -' 1-3/16' OGEE BE/) aP -HOOK IREINFORCMENT • • • O RIGID PVC • • *'•. • lb • • TB �I�+e4. • • ter .21" 1- 1/16' OGEE BEAD ®RIGID PVC m 1.081' 1.778° STD. SCREEN SIDE RAIL 6063 -T8 ALUM. •-11.943' 1.308° ASTRAGAL ADD-ON ®RIGID PVC .050' 1.883° ✓ te" ,320° � .085• BOX SCREEN ASTRAGAL ADAPTER 6083 -T8 ALUM. E+-I 1202° Nl' .045' '7'.878° J T 084 Imo-- 2.878° --�I STD. SCREEN FIXED PANEL CLIP ASTRAGAL 80 8063 -TB ALUM. ADAPTER 8063 -T6 ALUM. .075' .888" r+- 400" 2.788° J .120° --"I Imo- .182' INTERLOCK .400 ® REINFORCEMENT 6005-T5 ALUM. BOX SCREEN OXO ADAPTER 6063 -T8 ALUM. .094' rl h .955° 1.088° 4278° 1.878° I'^-- y-p, PANEL STILE TOP / AND BOTTOM RAIL RIGID PVC .100' mio' • N`"0 LYNN 44/4 • • �� �tO 'OEN.S@'' • • • a►r : 140.68705 ,Yrrigz: ..opA. .4�: S'S/ A4�`� • •'tlltliN'1it v • • A LYNN I�S.LER P.E. • P.E.888705 Rev By. bare ReviaedBp Daft Revielser =rave=raveled aloS7leffiwIflMB� : B e Bate ROAD Miami Dade Produ Centro/ 1070 TECHNOLOGY DRIVE K VSWOE, FL 94278 P.O BOX 1858 NOXOM4;, FL 34274 PART DETAILS VINYL SGD INSTALLATION GUIDELINES 0tR7. OP MM. 629230 570/2770/2870 NTS Sheet 10 OF 13 Dawn By. J ROSOWSKI Office 11/18/10 MD- SGD570 -01 ••• • • • • • • • • • • • • • •• •• • • • •• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • Part # POT. # Description 1 619001 2 -Track ead/Jamb 2 619002 2-Track Sill 3 819025 3 -Track Head/Jamb 4 619026 3 -Track Sill 6 619027 4 -Track Head/Jamb 6 619028 4 -Track Sill 7 819009 Frame Screw Coo 8 619031 Anchor Plate 9 819007 Track Insert 10 819029M Aluminum Keeper 11 819036 Bottom Rail Support 12 819006 Outer Sill Cover 13 619011 Sill Track Cover 14 619039 Box Screen Sill Add-on 16 619012 Outer Screen Track (Standard Screen) 16 619038 Box Screen Head and Jamb Add -on 17 619022A Sill Riser - (DP80) 18 619023A Sill Riser - (DP80) 19 619024A Sill Riser - (DP100) 20 619032 P -Hook Adapter 21 819020 P -Hook 24 619014 Reinforcement Corer 26 819030 Reinforcement Plate 28 819017M Top, Bottom and Stile Reinf. (Alum) 27 19046 Top, Bottom and Stile Relnf. (Comp.) 28 618018M interlock .300 Reinforcement 29 619013M Interlock .400 Reinforcement 30 819019M Astragal Reinforcement 31 619035 Reinforcement Plate 35 619005 Interlock Adaptor 38 619008 Astragal Add-on 37 619004 Panel Stile, Top/Bottom Rail 40 718809 .167 x .280 Flnseal (Stile) 41 71695K 1 -1/2" x 1" x 3/4" Fin Seal Dust Plug 42 419041 interlock C21p Cover 43 78153X Tandem S.S. Roller Assy. 44 78153N Tbrdem Nylon Roller Asey. 45 619043 P-hook Reinforcement Plate 48 710X125FPSDX #10 x 1 -1/4" Fl PH SMS NOTES 1) SEE SHEET 10 FOR MATERIAL TYPE AND DETAILS. Part # POT. # Description 50 419042 Frame Header Block 61 48052 Roller AdJ. Hole Plug 52 41736 SOD Panel Come -along 53 41738 SOD Panel Come -along Cover 66 71898 Dust Plug 55 44386 4 Hole Bumper Stop 58 819037M Fixed Panel Clip 59 716980 Sip Plug 61 78X38PP1X #8 x 3/8" Ph. Pn. TEK Screw 62 78X34PPSDAX #8 x 3/4" FL Ph. TEK - S.S. 63 781 PSTX #8 x 1" Quad - S.S.. 64 781 PQX #8 x 1" Pn Quad - S.S. 85 78X114PHPT410X #8 x 1 -1/4" Ph. Pn. TEK 88 710X1 PPSDA)OC #10 x 1" Ph. Pn. TEK - S.S. 67 710X115PPX #10 x 1 -1/2" Ph. Pn Keeper Screws 88 710)QPPX #10 x 2" Ph. Fl S.S. Screw 69 710X212PPDAX #10 x 2 -112' Pn Ph. Tek S.S. 70 712X112PP #12 x 1-1/2' Ph. Pn. A 71 812033 GE 7700 Silicone 72 617363 Dow Coming 995 Silicone 73 71726K Neoprene Setting Block 1"x4"x1M6" 74 617356 Metal Spacer - 9/32" 75 8FP95K Urethane 10 Seater 76 7R42DK Silicone -Foam Super Spacer - 7/16" 77 74X1PA Hot -melt Butyl 78 819010 1 -1/16" Basted Bead 79 619015 1 -1/16" Ogee Bead 80 619018 1-3/16" Ogee Bead 82 82139 Ogee Vinyl Murton 83 63809 Insulated Glass Muntin - Horizontal 84 4CONN I.G. Intersection 85 7658K LG. Gridlock Cep - 7/18° 86 76001( LG. Gridlock Clip - 6/16" •• •••' • • • •.• •• • • • • • • • • • ••• ••• • • • • • • • • • • • • • • • • •••• •••• • • • • • • • • • • •• •S • • • • • • • • • • • • • • Pan # POT: # Description Box Screen 90 612258 Screen Top Rail 91 612257 Screen Bottom Rail 92 612258 Screen Side Rail - Lockstile 93 84344 Screen Astragal 94 817349 OXO Screen Astragal Adapter 95 64428 Screen Double Interlock 96 617347A Screen Bug Flap 97 41818K Screen Keeper Spacer Set 98 720X1X 1/4-20 x 1" S.S. 99 720X112X 1/4-20 x 1 -1/2" S.S. 100 717930 Wstp, .270" x .150" - Fin Seal 101 7SRAZ Standard Roller 102 7SRAX Standard Roller- S.S. 103 7LOCKWGS Screen Lockset 104 41818K Screen Lock Keeper Spacers 105 7SDKEEP Screen Lock Keeper Standard Screen 110 812033 Screen Frame -Top /Bottom Rail 111 612026A Screen Frame - Side Rats (Latch) 112 812033 Screen Frame - Side Rail 113 617363 OXO Screen Astragal Adapter 114 64853K Vinyl Astragal 115 617356 Screen Sill Adapter 116 8FP95K Bug Flap 117 7R42DK Rivet 118 74X1PA #4 x 1" Ph. Pn. SMS 119 78X112PSATS #8 x 1 -1/2" Ph. Pn. SMS A Z 120 41703N Screw Boss Bushing 121 712027 Corner Key Wheel Assy. (Standard) 122 712027SS Corner Key Wheel Asey. (S.S. w/bearing) 123 41805K Screen Handle 124 41808 Screen Handle Sede 126 704/8B Screen Latch Assy. 126 7SNKPN Screen Keeper 127 61693K Serrated Screen Spline - .145" 128 81692K Screen Spline - .165" 129 61694K Screen Spline - .150" 130 61818020 Screen Cloth • "1151111/!/!, ``\‘�,01Y LYNW 4/47/, � . •'.1f)EN,g..... P.. * • No. 68705 /' /i f 0iV L ie A. LYNN MILLER P.E. P.E. @5$705 0 5 m J O m C") a- 0 Safesalode 570/2770/2870 npprovad am *2124' 1 ' Vv Data • fir/ ROAN 11114?2. mead Dade Pevt,,k Cnai, r iblOtt 'y1 9 efiaT- •.• • • • • •.. • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • TYPE S STANDARD R REVERSE 2P2T A D M —I•L XX X XX 7 2P2T — D K K x0 o 3P2T 8 D K K T — r,— m m—� OXO D 3P2T x D K .m—....1.11 NOT AVAILABLE Wes— m xxx W 3P3T M D K K A R SD A a.,.,»....c o �M....d t t,. A ,,,, U opt p0( o 3P3T F D K K M F M SD A M DS S i7...::....C43+ .....13 6 4P2T 1 L D NOT AVAILABLE 10 R F OXXO 4P2T M L D NOT AVAILABLE M A XpIX 4P4T D r K K p a �, U „11, u _ B� A )pa p ppX 4P4T r _ B s F 7 pU , x,0(o D DX X • • 6P3T R L D r L L D • R F N • NO E OpfXO SCREEN ° C 6P3T M L D r L L D )000 xxpa SCR ` •• s ••• • • •• • ••• •• • • • • TYPE LEFT HAND POCKETS LEFT HAND POCKETS 1P2T X X C" 2P2T g A M roc 3P3T B B F A M xxx XXX F 4P4T B B A M XXpC XXXX 2P2T M XX 4P2T B F C M XXxX 6P3T B F B ' F C M 7s. B BP4T B F c M p000000( • •• INi'ERIOR• • • • • EXTERIOR • • • • • • •• • • • • • • • • • • ••• • • •c • • • • • • • • 0.LYNNM2LER. P.E • • • • • • P.E #83708 NOTES 1) MAXIMUM OF (*EIGHT PANELS UP TO or FRAME HEIGHT. 2) MAXIMUM OF (4) FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER g6' AND UP TO 1261. 3) MAXIMUM DOOR FRAME WIDTH (EXCLUDING POCKETS IF APPLICABLE) IS LIMITED TO 407.111W. oolitIl r ••` \N‘ 013.1:1•14. Mk4 ; :// • •.ir �* : No. 58705 TYPE 6P3T 6P3T 8P4T 8P4T 0X0010 Revised* Oa* ReKwdBq: Dater Reviek r mWa +rd :o .4e 4,45 t.2-$ '4.5 M.. r� ;177 = La7 1070 TECHNOLOGY DRIVE M VEIICE, FL 34276 P.O. BOX 1629 NOKO* FL 34274 CERT. OFAU7H X29296 SAMPLE CONFIGS AND PANEL NAMES ROSOWSKI VINYL SGD INSTALLATION GUIDELINES 11/18/10 Sodealiodat &dr Sheet Oman No. Rew. 570/2770/2870 NTS 12 OF 13 MD- SGD570 -01 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • • •• • • • • ••• • • • • • • • • • •• •• • •• INi'ERIOR• • • • • EXTERIOR • • • • • • •• • • • • • • • • • • ••• • • •c • • • • • • • • 0.LYNNM2LER. P.E • • • • • • P.E #83708 NOTES 1) MAXIMUM OF (*EIGHT PANELS UP TO or FRAME HEIGHT. 2) MAXIMUM OF (4) FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER g6' AND UP TO 1261. 3) MAXIMUM DOOR FRAME WIDTH (EXCLUDING POCKETS IF APPLICABLE) IS LIMITED TO 407.111W. oolitIl r ••` \N‘ 013.1:1•14. Mk4 ; :// • •.ir �* : No. 58705 TYPE 6P3T 6P3T 8P4T 8P4T 0X0010 Revised* Oa* ReKwdBq: Dater Reviek r mWa +rd :o .4e 4,45 t.2-$ '4.5 M.. r� ;177 = La7 1070 TECHNOLOGY DRIVE M VEIICE, FL 34276 P.O. BOX 1629 NOKO* FL 34274 CERT. OFAU7H X29296 SAMPLE CONFIGS AND PANEL NAMES ROSOWSKI VINYL SGD INSTALLATION GUIDELINES 11/18/10 Sodealiodat &dr Sheet Oman No. Rew. 570/2770/2870 NTS 12 OF 13 MD- SGD570 -01 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • • •• • • • • ••• • • • • • • • • • •• •• a a P SINGLE INTERLOCK �^^^^ ^ FIXED LOCKSTILE M R FIXED LOCKSTILE DOUBLE INTERLOCK SINGLE INTERLOCK LOCKSTILE T (BOX OUT) ASTRAGAL OUT SD FIXED LOCKSTILE i T (BOX IN) ASTRAGAL IN ASTRAGAL OUT FIXED LOCKSTILE S (BOX OUT) FIXED LOCKSTILE U (BOX IN) ASTRAGAL OUT DS S (BOX IN) FIXED LOCKSTILE SINGLE ASTRAGAL IN LOCKSTILE OCKSTILE L (BOX OUT) SINGLE INTERLOCK ...1��* _, II ASTRAGAL OUT LR OUT) ASTRAGAL OUT J (BOX OUT) INTERLOCK N (BOX IN) ASTRAGAL IN ilcifja, SINGLE INTERLOCK A���t'," C (BOX IN) INTERLOCK .a•rl.� '01 ASTRAGAL IN •• •• B SINGLE INTERLOCK • SINGLE • INTERLOC? M LOCKSTILE SINE•: • INTEII.00I= •• •• F SINGLE INTERLOCK �^^^^ ^ SINGLE INTERLOCK M H SINGLE INTERLOCK DOUBLE INTERLOCK SINGLE INTERLOCK LOCKSTILE K SINGLE SD LOCKSTILE OCKSTILE L DOUBLE INTERLOCK U (BOX OUT) ASTRAGAL OUT 12.1„ww.rE=1 LOCKSTILE U U (BOX IN) ASTRAGAL IN DS LOCKSTILE A SINGLE LOCKSTILE OCKSTILE D LOCKSTILE SINGLE INTERLOCK • J (BOX OUT) LOCKSTILE ASTRAGAL OUT J (BOX IN) LOCKSTILE A���t'," ASTRAGAL IN • • • • •• ��, p��,.•••••• ,!(�c i� • • • • • 4; O....* 4'. ��OENS@ . P '1, ••rNtE OY&•: • ...4-* O.' '••* • •—• `ice • • ; No. savoy • • • • • • •- ,k EXTERIOR A 61 y C( .� • • : 1 i �S "i,�SSIOWAti- 'N.: :: • • • • • • �llj� t� • • • • • • A• LYNN IG4I P.E • • • P.E.#58708 • • • • • • • • • `. DOUBLE INTERLOCK �^^^^ ^ ASTRAGAL M LOCKSTILE ( C3 DOUBLE INTERLOCK J LOCKSTILE CIS ASTRAGAL SD SINGLE INTERLOCK L DOUBLE INTERLOCK A DOUBLE INTERLOCK 12.1„ww.rE=1 LOCKSTILE U ASTRAGAL ,]ZI.w.iw .D LOCKSTILE DS DOUBLE INTERLOCK e--I SINGLE INTERLOCK NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 2.4 FOR ANCHOR LOCATION & SPACING. 3)SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. Revised By: Data' RdvlaedBy. Dew Retie= {p %■.e8 oa +araL`ii io5 with Vim Plork• 4.aa� � Date lset0_L`�., Mir,ml l' >":w+ t,- .• °jyJt Catvol 1070 TECHN0L02Y DRIVE N. VENICE, FL 342711 P.O. 802 1629 NOKOMI'I, FL 34274 PANEL TYPES ROSOWSKI CERT. OF AUDI. 028298 Taft VINYL SOD INSTALLATION GUIDELINES 11/18/10 &atm Sheet Draft No. 570 2770/2870 NTS 13 OF 13 MD- SGD570 -01 ReP • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • ••• • • • • • • • • • •• •• • •