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WS-11-823Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 163558 Scheduled Inspection Date: August 22, 2011 Inspector: Bruhn, Norman Owner: ROBERTS, BARBARA Job Address: 46 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Number: WS -5 -11 -823 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060130190 Phone: 305 - 8924507 Building Department Comments REPLACEMENT OF GARAGE DOOR Passed�� il Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 160322. CREATED AS REINSPECTION FOR INSP- 160123. No access No permit or plan on site. NB GARAGE DOOR AND FINAL ec August 19, 2011 For Inspections please call: (305)762 -4949 Page 25 of 32 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 Re J t �� 0 JUN 0 8Rap BUILDING PERMIT APPLICATION FBC 20 Permit No. 1/4 5-- 5 °' (I Master Permit No. Permit Type: BUILDING ROOFING pp��,,���,, OWNER: Name (Fee Simple Titleholder): qD P 4 .- • 'c\� Pr 6�ik ( hone#: Address: 9- City: )'(_ -c- gt.8e-� State: Ti Zip: /i7 1 3g Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 4 6 IQ City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: City: Qualifier Name: County: Miami Dade Zip: ; 1 NO .ate. -� Flood Zone: --10.0 a,er Phone #: Jc CP State: gc(. --DSO ) Zip: Phone #: lei l State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: /O© d Alteration Value of Work for this Permit: $ Type of Work: ❑Addition Description of Work: Square/Linear Footage of Work: New epair/Replace 6' 9 * * * * * * * * * * ******** :*****+x** **x::xm***x *** Fees*: x*** ******+ x********** *+ r ******************** v Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 4504 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 AFFIDAVIT: 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. Signatur1 Afrir " Signatur Owner or Agent The fore ing instrument was acknowledged before me this day of �,; , 20L, by foL 9,, The foreg , day of ing instrument was acknowledged before me this f ,20 1! ,by ( .5 I /veil (0fri , who is personal wn to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: NOM!? .IC -STATE cw FlOraft ..dra D. Hurt Commissiou *D 5.59 Expires: APR. 02, t013 D U1U r., nceOWUGco,� NOTARY PUBLIC: Sign: Print: My Commission Expir D. Hat sum DD867559 02, f013 �..(Thm 7YIHII ATI ********************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk Was No, obE s r 12��LAC e ► O N oSc3Or (27 SULiJFCT TO CONIPI.IANCE WITH ALL FEDERAL STATE AND COUNTY 11111 FS AND A.FCULATIONS e-426J0-eks-td- 0 11 .* rtZkA ZC S 2s pc NC.EM.elo i 6 k) N1)01-JS D PeESI«71 111 Flirt 51 1°Dg Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: Permit No. Opening Description of Window ProductAcceptance Product Lppraval Opening Design Rough Opening Shutter Required Mullion Required Impact Li) or Door or Million Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ' (+) PSF () PSF ( +) PSF () PSF ti nioA I:4-0195,0 I NA 45. o -- ► � � w \ tt ti tiO' t o Q6 -®12 01 . 03/02/2009 - 5:01 pm 4 E q� s-weiet 37F '7 troyb F: \03 Elements\10 Loading111 Calculators\ASCE 7 -05\_FLB - ASCE 7 -02 Pressure Charts (0-60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) • Zone 4 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -50.4 - 492 - 48.3 - 47.6 - 47.1 - 46.6 -462 - 45.9 -45.5 +46.5 +46.5 +452 +44.4 +43.7 +43.1 +42.7 +42.3. +41.9 +41,6 16 ft -51.1 - 49.8 - 49.0 -48.3 -47.7 -47.3 -40.8 .5 -46.5 -462 - 46 +47.1 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 18 ft -52.4 -51.1 -502 -49.5 48.9 - 48.4 -48.0 -47.7 47.3 +48.3 +48,3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 20 ft -53.5 -522 -51.3 -50.6 -50.0 -49.5 -49.1 -48.7 -48.4 +49.4 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +442 22 ft - 54.6 +50.4 -53.3 +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 ft -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 - 50.6 -50.3 +51.3 +51.3 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +46.3 +45.9 26 ft -56.6 +522 -55.2 +50.8 - 542 +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 -55.1 - 54.3 -53.7 -532 -52.7 -52.3 -51.9 -70.9 +53.0 +51.6 +50.6 +49.8 +492 +48.7 +482 +47.8 +47.4 30 ft - 58.3 +53.8 -56.9 +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 +54.5 -57.7 +53.1 - 56.7 +52.0 -55.9 +51.3 - 552 +50.6 -54.7 +50.1 -542 +49.6 -53.8 +492 -53.4 +48.8 34 ft -59.9 +55.2 -58.4 +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 ft -60.6 -59.1 -58.1 - 573 -56.6 -56.1 -55.6 - 55.1 -54.8 +54.5 +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 38 ft -61.3 +56.5 -59.8 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 +51.9 -582 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -56.0 -75.7 +56.5 +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft - 62.6 -61.1 -60.0 -592 -58.5 -573 -57,4 -57.0 -56.6 +57.1 +57.7 +582 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -63.2 +583 - 61.7 +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 +522 46 ft -63.8 -62.3 -612 -60.3 -59.6 -59.0 - 58.5 -58.1 '' 57.7 -78.0 +58.3 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +527 48 ft - 64.4 -62.8 -61.7 -60.8 -60.1 59.6 -59.0 -58.6 -582 +58.8 +59.4 +57.8 +58.7 +55.8 +55.1 +54.5 +54,0 +53.6 +53.1 50 ft - 64.9 +59.9 -63.4 +58.3 522 +572 - 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 ft - 65.5 -63.9 - 62.8 -61.9 - 612 - 60.6 -60.0 -59.6 -592 9 -80.2 +59.9 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft - 66.0 +60.8 54.4 +592 -63.3 +58.1 52.4 +57.2 -61.7 +58.5 - 61.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 ft 56.5 +61.3 -64.9 +59.7 - 63.7 +58.5 - 62.9 +57.7 - 62.1 +56.9 -61.5 +56.3 - 81.0 +55.8 -60.5 +55.3 -60.1 +54,9 60 ft -67.5 - 65.8 - 64.7 -63.8 - 63.0 - 62.4 -61.9 -61.4 -61.0 -82.1 +61.3 +62.2 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 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 ft -62.2 -59.8 -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 3.9 -53 2 +47.1 +45.9 +45.0 +44,3 +43.7 +43.3 +42.9 +42.5 +42.2 18 ft -64.6 - 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 +43.2 20 ft - 66.1 -63.5 - 61.6 -602 -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 - 59.2 +46.3 -58.4 +45.8 57.6 +45.4 -56.9 +45.1 24 ft -68.7 - 66.0 -64.1 -62.6 -61.4 -60.3 -59.4 -58.7 -58.0 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 26 ft -69.8 - 67.1 - 65.1 - 63.6 -62.4 - 61.4 -60.4 -59.6 -58.9 +52.2 +50.8 +49.8 +491 +484 +47.9 +47.5 +47.1 +46.7 28 ft -70.9 -68.2 -66.2 -64.6 -63.4 - 62.3 -61.4 -60.6 59.9 +53.0 +51.6 +50.6 +49.8,. +49.2 +48,7:,' +48.2 +47.8 +47.4 30 ft -72.0 - 692 -67.1 -65.6 -64.3 -632 -62,3 -61.5 -60.7 +53.8 +523 +513 +50.6 +493 +49.4 +483 +483 +48,1 32 ft -73.0 -70.1 - 68.1 -66.5 -65.2 ` -64.1 - 63.1 -62.3 -61.8 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +492 +48.8 34 ft -73.9 +55.2 - 71.0 +53.7 -68.9 +52.7 -67.3 +51.9 -68.0 +51.3 -64.9 +50.7 -64.0 +502 -63.1 +49.8 -62.4 +49.4 36 ft -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 - 63.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54.0 - 68.9 +53.1 - 67.8 +52.5 - 66.5 +51.9 - 65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -76.5 -73.5 -71.3 -69.7 -68.3 -672 -662 - 65.3 -64.5 +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft 77'3 -742 -72.1 -70.4 - 69.0 -67.9 - 66.9 - 66.0 -652 +57.7 +562 +55.1 +54.3 +53,6 +53.0 +52.5 +52.1 +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 +522 46 ft -78.8 -75.7 -73.5 -71.8 -70.4 - 692 - 682 - 67.3 -66.5 +58.8 +57.3 +562 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 ft -79.5 -76.3 -74.1 -72.4 -71.0 -69.8 - 68.8 -67.9 -67.1 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53,8 +53.1 50 ft -80.2 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55.8 -70.4 +55.0 - 69.4 +54.5 -68.5 +54.0 57.8 +53.6 52 ft -80.8 -77.8 -75.4 -73.6 -72.2 -71.0 -69.9 -69.0 -682 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -742 +572 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 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 +55.8 -70.1 +55.3 -69.3 +54.9 60 ft - 83.3 +622 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -744 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 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 =I.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. I I ®--I ® 1 I- ELEVATION WALL ZONE FIGURES ta F r z 1 8 cn In REMARKS INIT ISSUE REVISE FOR 07 FBC DRWN CL TSB CHKD FLB FLB DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PP AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHUGHTNG, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT ENGINEERING EXPRESS 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 MIAMIAD BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Teehmology 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 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 Di vision (In Mianni. Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sideiite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, 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 and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 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 terrnlnation and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No. 07- 0629.10 Expiration Date: October 18,2012 Approval Date: October 18, 2007 Page 1 PGT industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09125/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTt1CATION5 1. Notice of Acceptance No. 05- 1208.02 issued to "E.Z. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for " Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21-07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 1444 ! . Ltkmadk. shag L Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 318' LAMI NOM. (.402 1 CONSISTING OF (1) LITE OF 116° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPEAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.4021 CONSISTING Of (1) LITE OF 1/rI° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.481 CONSISTING OF (1) LITE OF 3x16' ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/16" LAM NOM. (.465') CONSISTING OF (1) LITE OF 31'16° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3116' HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2• A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. 8. POSITNE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130002. 3. CONFIGURATIONS: X, O a )19,, OX, XXQ, OXX, OXO AND OXXO. 4. 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 FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REWIRED. 6. SEALANT: INSTALLATION SCREWS, FRAM E AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, EFL.CO TEXTRON NOA: 04-0721.01, 03- 0225.05, ANSI /AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SpE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR 0 WWI in112" GLASS BITE EXT. -1/8" }ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS .402 3/8" LAMI NOM. GLAZING OPTION A QR B, NOTE 1 EXTERIOR EXT, - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEN° GLASS .485 A 7/16" LAMI NOM. GLAZING OPTION C OR Dt NOTE 1 GLASS BITE NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS...... 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS....... 4 HORIZ. SECTIONS6 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Abed as mmplydaa with the Merida ittin Cede Dote cis 44641ai 1 7 NOAP 07— O c 3 :°(v PALM node Ptedmtt Control 1411L1 I . fLWof = FA F F.It 90: t1FIHH81 THONEEISANDOUSSEIIIL AOD !IT! cat m r DETALS.AM ^ ,.. 10151 13lA19At AAdt2NOTP8. oT>y' 100:0403, FL it25 PAM* 1429 PANCOARA R. *274 NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITESS IMPACT i atteatk emit ale boom. ae �vtof fx 1 d 10 11000-1 B Pad 1 15001 t L CldM. P.E. PE 138712 slnuclua� TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIChNS APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, OXX & OXXC (FOR DOORS Wl SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR X WIDTH XX WIDTH 3° 371 HEIGHT 6" 71 314" O WIDTH 27314" 361/8" 38 3/4" O WIDTH j 36314" - 79 314" 7° - 83 314" 87 3/4" 91 3/4" 8° - 95 3/4" 75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.01 -75.0 +75.01 -75.0 SIPGLE SIDE LITES WITH GLASS TYPE A +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.01 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 +75.0 -75.0 +74.9 . -74.9 +70.4 -70.4 +66.6 -68.6 ! +63.1 -63.1 SINGLE SIDE LITES WITH G TYPES 0, C OR D +75.0 -75.01+75.0 -75.0 t +75.0 -75.01 +75.0 -75.0 +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR 1 SIDE LR'E‘ ONLY APPROVED CONFIGURATIONS: OX, XO, OXO, )OCO, OXX& 0)0(0 (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, IC OR D HEIGHT X WIDTH XX WIDTH 2° 25 112 4° 47 3/4" 27 1/2" 513/4" 291/2" 55 3/4" 26 31 1/2" ' 5° 59 3/4" 28 331/2" 54 63 3/4" 351/2. 67 3/4" 3° 37112" 71 3/4" SINGLE OIMDTH SIDE UTE 10 3/4" 12 3/4" 19" 21 3/4" 6 "- 793/4" 7"- 83314" 87 3/4" 91 3/4" 8 "- 953/4" 58.6 -58.6 55.4 -55.4 +52.4 -52.4 +49.8 -49.8 47.4 -47.4 +64.9 -54. 51.8 -51.8 +49.0 -49.0 46.5 -46.5 +44.3 -44.3 +51.7 -51.7 48.8 -48.8 -46.1 -48.1 +43 -43.8 +41.6 -41.6 +49.0 .49.0 +46.2 -462 443.6 -43.6 +41A -41.4 +39.3 -39. +43.1 -43.1 +43.1 -43.1 41.5 -41. +39 -39.3 +37.3 -37.3 +38.1 -38.1 +38.1 -38.1 38.1 -38.1 +37.5 -37,5 35.6 45.6 +34 0 -34.0 34.0 -34.0 +34.0 GLASStYPES -34.0 +34.0 -34.0 34.0 -34.0 A, 0,CORD +75.0 -75.0 +75.0 -75.0 +72.4 -72.4 +64.5 -64.5 +75.0 -75.0 X75.0 -75.0 75.0 -75.0 *75.0 -75.0 +75.0 -75,01 +75. -75.0 +75.0 -75.0 +75.0 -75.0 88.5 -68.5 *65.0 -65.0 +61.9 -61.9 59.0 -59.0 61.0 - 61.0 +57.8 -57. +55.0 -55.0 27 3/4" 361/8" 36314" +52.9 +35.2 +34.0 -52.9 -352 -34.0 +49.9 +35.2 +34.0 -49.9 -352 -34.0 +47.2 *35.2 +34.0 -47.2 -35.2 -34.0 +44.7 +35.2 +34.0 -44.7 -35.2 -34.0 +52.4 -52.4 +42.5 -42.6 +34.4 +34,0 -34.4 -34.0 NOTES: . GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1 /8" HS, .090 PVB, 3116" HS) C. 7/16'" LAMI (3/16° A, 090 PVB, 3116" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) A2_ COMBINED DOOR 5 SIDE LITE WIDTHS FOR TABLE " OR 2. MAX. OX/X0 WIDTH = 731/2° MAX 0)(0 WIDTH =109.1/2" MAX. )Ii:O/0. X WIDTH = 107 3/4" MAX. 0XX0 WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8' WIDE OR OVER FROM EITHER TABLE COMPLY WITH 'THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS MOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. A5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30' WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.5 / -67.6 PSF EX. B FROM TABLE 1. 0)0(0 WIT GLASS TYPE A 68° WIDE x 85" HIGH DOUBLE DOOR WITH 36 112" SIDE LITES DESIGN PRESSURE = +70.41 -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE 0 30"WIDE x 87 3/4" HIGH SINGLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE = +43.61.43.6 PSF EX. D FROM TABLE 2. 0X0(0 WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 25" SIDE LITES DESIGN PRESSURE = +43.11 -43.1 PSF 5. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1 WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT DETAIL. Appmed as ew Wag `•Ith 11e Date L Metal Dade Prodeot Cootivil 1 .la DIME Z OP 1 AAA IOW 1WEIS8A _ CROEIMII X0050 MlJ AVM 36&A N C = f , 2 id IDDIFMATE229 TO T . .: •WV2. A IVIEN.FE WKSIZEDfINONMESWA96AMADJI T. AIL OABfDRTi it BLi7A17 1 107011 D 'DRIVE 8.20015 P.0, BOX 2229 1Vt71mA6!! 9274 Vist 5t ZIFF DESIGN PRESSURES ALUM. FRENCH DOOR S SIDE L IMPACT T aor belie 6aNc 6�OMa ws P6101 IX 2 d 10 110084 B 14 I 7J(1 Robert L. Clerk, P.E PE AoT12 swewrol 731/2' MAX. 36 314" �— MAX. 109 1 /2" MAX. AMAX. - SEE NOTE 3-� +— 9A1#!L 36 143 3/4" MAX. SEE NOTE 3 363/4' MAX. SEE NOTE 4OX OR XO E NOTE 4 Quo 71314" MAX. 24 9/16" MAX. DLO (TYP) SEE NOTE 4 SEE NOTE 95314" MAX. (TYP.) SEE NOTE 4 363/4" MAX. 33 518" MAX. DLO i(TYP.) 95314" MAX. (TYP.) 84318' MAX. DLO (TYP.) F NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE UTES OVERLAP "X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE X0', 'OX, 'OXO" XX-O', 'OXX AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE UTE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPEN ING FOR 'X AND IOC DOORS AS FOLLOWS: (X DOORS = WIDTH - 5.640) (70(' DOOR = DOOR WIDTH/2 - 4.079) A --�' xc o DOOR DLO HEIGHT = HEIGHT -11 318" DLO WIDTH = DOOR WIDTH - 1215/18" DLO WIDTH %V = DOOR WIDTH12 -115116 SIDE LITE DLO HEIGHT m HEIGHT - 113/8' A DLO WIDTH WIDTH -3118" t f Aw with Ehr nn1"ure, $iai M h i ?te.tit Ott M1a : OINia 1'nvm its C970,1 oi..� ELEVATIONS ALUM FRENCH DOOR &. SIDE UTE IMPACT INTERIOR Aiu t laud Bp FX AswelStx FX Dam Erie dlr DOOR SECT. A A VERTICAL EXTERIOR R}y MAX. DLO eG+ SL SECT. B-B VERTICAL Dar DOs MSC, Arabs !wD GliAMIE THIS EMELT !l f4er A &¢Y mem Nazar SON AT COMP ASSEMBLY F.PL ? W .LJ. >< 812107 NOKOMIS, A. srdla Act eQX 1639 FL $474 • INTERIOR MAX SIDE LITE HEIGHT SL VIEW G-G CORNER ASSEMBLY EXAMPLE ELEVATIONS Approved as complying aiti the Rudd* %Alin CB* thee Muni Dade Protiu Protium Control swot 4 d 10 ninftan IMPACT 11110E-1 8 , .----.- - ..11—••••••-• •-•-..- - ---- iiiiii.,,,.......... ..07.0.• __ Loa- ii. 1.5 mil ....... Wit■ �, �' 1,� M0 oo MAX. DLO , 'XX' SECT. C-C DLO HORIZ. MAX. x WIDTH DLO 1+--MAX, SL WIDTH 7C SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, BAND 9) INTERIOF4 APProved WS (Implying wftitYe Florida EWE Hoer Mud Dade Prodad tnW �4 f. L.4rA��a MAx DLO SL SECT. E-E HORIZ. (DOOR WI SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY DLO SL SCT. F -F HORIZ. (SINGLE SIDE LITE) ITEM DWG # PGT# 1 943B 60411 2 1010 8Q300 3 7070 67070K 4 955 7955X 5 936 7938X 6 956 7956A 7 7832X12FP. 8 995 70995 9 996 70996 10 11 12 13 14 15 16 20 952A 11000 1670 11004A 11001A 1100V, 11003A. 9150 6533016 611000M 671670 611004M 411001A 411002A 411003A 60380 DESCRIPTION FRAME HEAD WSTP.,Q-LON .190 X .375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE 18-32 X.500 PH. FL MS - S.S. W /SI1JCONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T -SLOT (AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 (INHOUSE INJECTION MOWED) ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) ACETAL SPACER .140 (I HOUSE INJECTION MOLDED) FRAME JAMB (OUTSWING) 21 22 23 1010 6808 1140 6Q300 66608M 78X112PSATS WSTP.,Q -LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X0.650.6081 -T5 618 X 1.500 PH SO A VS 24 1048 71048 25 930 41721N 26 1118 710X34PFA 27 7070 67070K 10 31 911E 6911 32 917 7FRMO 33 1178 71058FP W,B 34 913A 60378M 36 1130 6TRODA 36 990 7990NUTA 37 914A 60379M 38 7834FPT 39 997 70997 JAMB SCREW COVER CAP STRIKE PLATE INSERT #10 X .750 PH. FL SMS BULB WEATHERSTRIP .187 X .300 HIGH DOOR PANEL, -SOP 8 BOTTOM RAIL DOOR PANEL, SIB RAIL HINGE EXTRUSION #10 X.625 PH. FL SMS TRUSS CLAMP 5/16-18 THREADED ROD 516-18 FLANGED HEX NUT WEATHERSTRIP CHANNEL #8 X.75 PH. FLTEK GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) 41 42 1023 928 1145 679240 41720 76X12FPAW 43 1212 983E 98418 1213 7P30GG 6983 6984 K 44 46 46 47 929 741JBL0 K 48 1139 7634F 499 982 FD2PTAY 50 SR180FS 51 930 41721 52 931 7FRSPX 53 1118 710X34PFA 54 957 70957X 55 1118 WSTP., .187 X .250 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) #8 X.500 PH FL SMS TYPE BDS SILL DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 (OUTSWING) DOOR PANEL ASTRAGAL 2 (OUTSWING) WSTP.,Q-LON .190 X.200 HIGH LOCK SUPPORT ASSY. (41707 & 41708) #BX.750 PH. FLSMS 2 PT. LOCK ASSY. RUBBER SLEEVE STRIKE PL. INSERT ( INACTNE PANEL) DEADBOLT STRIKE PLATE #10 X .750 PH FL SMS HANDLE STRIKE PLATE 710X34PFA #10 X.750 PH FL. SMS DWG # POT# 920D 61 921D 64 998 65 66 67 70 71 999 934A 4222A 988 92 966 6920D 6921 60381 781 PQA 7998 7999 61641M 71265310 71267K 64222 6988 95 96 DESCRIPTION SIDELITE 'ER SIDELITE SILL SIDELITE JAMB #B X1.000 QUAD PN. SMS HEAD GASKETS (STOCKING #70998) SILL GASKETS (STOCKING #70999) SIDELITE JAMB ADAPTER 2 X 1.000 SHEET METAL SCREW SIETIIING BLOCK, 3132" X 114" X 1" W/PSA SETTING BLOCK, 1/16" X 1/2" X 1" W/PSA EAD, 7/16" BEAD, 3/8" 64986 BEAD, INTERIO" 1224 6! !' 247 BULB, THICK (USED IN EXTRUDED BEAD) GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16° HS GLASS, 3/8" LAMI -1/8" HS, .90 PVB, 3/1T HS GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS GLASS, 7/1 LAMI - 3/16" HS, .90 PVB, 3/16" HS 102 11006A 41106A 103 OFF -THE SHELF ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) DEAD BOLT LOCK .504 --H .360 OUTSWING THRESHOLD CHANNEL COVER 6063 -T8 Appruved es eamplylag pith the Florida Set4is Cwie NOM p oC z' y► /o Mfaml Dade Ptodact Coatral 'L.41 1, (L441.. Raislogre 7SRG , lot FX Marx Fx MUT Oft 814171 Dar 2/22K17 8 MID Q'' WEIE'17 8IMEET. AO/UM 14'1OFA000LTAIIO INACTIVE IMAl.MrTCnav41, orr IN 0/07 1079 TECHNOLOGY DRIVE AIOPOCM617, R.31278 P.O. SOX 1699 NOKOMIS: FL M274 1/Rm'bdy Behar PARTS LIST ALUM. FRENCH DOOR & SIDE LITE S" IMPACT FVUK 1f2x 6 a 10 11005-1 B Omaha park P.E. PE 113$112 Structural 4.828 4.000 1.750 0 DOOR PANEL DOOR PANEL TOP & BOTTOM RAIL SIDE RAIL 6063-T5 8083-T5 1272 FILLER HEAD ADAPTER 8083-T8 .050 FRAME HEAD 6083-T6 .050 .079 /- 1.479 J 1A89 3.000 CDOUTSWING THRESHOLD 8083-T8 ex Row* 0.11, Eic anew wad* thiff NC en FJC rt 1+1 .750 TRUSS CLAMP 6083-T5 DOOR PANEL INTERIOR ASTRAGAL 808345 1-•*—.558 .683 in050 3/8" GLAZING BEAD 8083-76 DOOR PANEL 45 EXTERIOR ASTRAGAL 8083-75 .883 k—.525 .050 CDMr GLAZING BEAD 6083-76 OSL HEADER 8083-T8 OSL SILL csoeta-Te r1,4801 DOOR FRAME, JAMB 8083-T6 0 SL JAMB 8083-T8 .830 r- 0 SL JAMB ADAPTER 15083-T8 .050 1.820 C) WEATHER STRIP CHANNEL 6063-T5 O HINGE 6063-T5 0.375 .125 Approval s �iu, IN: with flig Florida Masan 0.-14 NOM Date_ oe.-7 ?co? MimI arrte r■ C. Zito I. Cl,t4eArir-- Rotting CHANGE TM SFEET 15.41.53. A ID R191 GI4SM A tafietill se ro70 TEMECILOWF DANE walcoMe, MUM P.ost NatreR. ,74274 EXTRUSION PROFILES 11814 ALUM. FRENCH DOOR 4 SIDE VMS, IMPACT S.& nomikallz P,0101 /2x 7 a 10 11000-1 B L clerk, P.E. PE 1.39■12 Sevallt JAM HEAD I ZONE "C" I X I___ SILL ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD HEAD t ZOE E— ZONE "F" t ONE- f JAM HEAD I ZONE "D" HEAD ZONE "D " I XX < OX0 Fi { (O-Z NE ->-- — ZONE " F " t Z O N E "E" SEE TABLE 7., SI-T. 9 NOTES: i ZONE "E" I O HEAD HEAD ZONE "D"tZONE Ti* I / X0 OR OX SILL I SILL ZONED" ZONE "D "—t �ZONIE "E"- ZONE 'D" ZONE "E" _ SILL SILL SEE TABLE 4., SHT. 9 I SEE TABLE 8., SHT. 9 SEE TABLE 6., SHT. 9 HEAD HEAD HEAD HEAD HEAD —ZONE "D" I —ZONE "F"-. tZ 1_ZONE "F" I ZONE ZONE j JAMB ZONE "B" u1B ZONE "A" } , /XXO OR OXX } JAMB ZONE "B" 1 ti \ SILL SILL ZONE 'D" ZONE "F"ZONE t SEE TABLE 7., SHT. 9 EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE - OXXO INSTALLATION A 19"x83314 " SIDE LITESB "AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "P ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5 +5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. ILL LL t ZOO 1 ZONE "F"� — ZONE --1-ZONE SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 83 3/4 °H UNIT, 71 3/4'W 'XX' DOOR WITH 19"W SIDE LrrES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2ANCHOR QUANTITIES ARE (BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4° MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9' MAX. FROM ASTRAGAL CENTERS AND 20 718" MAX O.C. HEAD & SILL OF SIDE UTES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. App vv.1 ry cutup`; •ug wilh ipe Olde OCT. c''v7 NOM 1NIa ®i D4de Product *d k.., 1.(44.4- 107 L CIYDRIVE F. WM P.O. B4 1&9 NOMA& FL Wald SOMM7071770 Tr. Anom IVNi s ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE 1JTES, IMPACT mad 8 s 10 1100E-1 L, Clerk, P.E. PE 039712 Sm,aturol 00 ©© ?00 .l0 00 0 0 00 4 El 00 ©0 .0© ,00 ,00 '00 X00 .110 • 00 ,130 ©0 TABLE 3. A DOORS GLASS TYPES AN G.1011 TYPE & SUBSTRATE A 9,0,0 2,3, WOOD 1,2. O3NC DOOR WIDTHS -25. 1 TO 37 •.; LOAD ZONES MT11 x HT. 26.50 x 79.75 83.7 87.7 91.7 95.7 Q ©0©© o © ©01313 "00©0EI • 110 ©0 0n10 • B ©©0E1E1 110110 ©u0 0 ©E7t 0© ©0 n00® 0000 EMI OEM ©E 0 ©130 2 5 _.. ©130E�E1 :.00130013 01311113BEI .131310101313 • 0© 10 0 ©M 27.50 x 79.7 83.76 87.7 91.7 96.75 2 3 2 3 29.50 x 79.7 83.76 87.7 91.7. 95.7• 31.50 x 79.7 83.7 87.7 91.7 95.7 2 3 2 5 2 3 33.60 x 79.7. 87.7. 91.7. 95.7. 35.50 x 79.75 83.7. 87.75 91.7. 85.75 37.50 X 79.7 83.7 87.7. 91.7 95.7. 0©100013 �.01300II ©1300 13 1oDEM 10 Depn ©00©n 13011 4 00130 ®© 10 0E301 1110 10 0 1311313011 ©Dann EMI 1013010 0010 01313 on to DAEl . TABLE 4. XX DOORS (ALSO i DOOR OF XO GLASS T(IPES ANCHOR TYPE & SUBSTRATE DOOR MI MS "XX' - 47.75 TO 71.7 WIDTH x HT. 47.75 x 79.7 837 87.7 91.7 95.7 51.75 x 79.7 X1.7 877 91.7 96.75 55.75 x 797 83.6 87.75 91.75 I!; �a� • 0©110 ©11 •00© 130 01!1011© .00©�f1313 '00©x1313 ,00© E1E1 •'00 OQE3 010131131131131 0130ElEl .1310131313113 0nn01313 [0 ©0 ©E 3 ©Q L EM ' 13E3 5 6 8 1313 011E0110 01313 01 0110 06a 1311 05:e013U •p 6 :10 p ©El :0131313 a .7 -DE0E� 013 87.7• .'0013 QQ 91.7., ©0 10 , Q© 9F.7- QQ�pQ© 71.76 x77.7 013 QA 837• 01101114[3 87.0 ©Q 'IQ13 91.7 ©11 10 ©P 957. t 6 nano 6 3 5 3: 5 MAW Air Dap lira= F.K WNWW,. 3 Raidarr DM AMdeac 69.75 x 78.7 89.7 87.6 91.7 95.7 83.75 x 79.7 83'.7 87.7 91.7 95.7 67.75 x 79. 6 6.8 TABLE 6.0 SIDE LITE GLASS TYPES ANC TYPE & SUBSTRATE W O" - 10.76 TO 38.75 A B, C,0 3. WOOD 12 CONC TABLE 6. XO & OX GLASS TYPE ANCHOR TYPE & SUBSTRATE A, 8,0,0 LOAD ZONE WIDTH x HT. O O o O 10.76 x 79.76 MELEE 83.7 -,11011© 87.7 011131111311111 91.7 '00100 98.711101111131113 12.75 x 79.7 11 ©p© 63.7• /�©�p 87.7. n�1!© 91.7 ©111 96.7 d ©L7 ©1 19.00 x 79.7. 83.7• ©0� 87. '11©1!0 91.7 11©11© 1111© N. 21.76x79.7 83. 110© 87.7.11111111 ©��© 91. 95. • EEA1A 27.75 x79. 11111111 63.7: O© 67.7• Q 011 81.7: 1 0L 95.7• Q©p11 36.13 x 79.7• Q©Q0 83.7= ff��I 87.7 '110110 91..:: ���©. 99.7•` �E1 38.75 x79.7= �� ©�' 83. 4,���� 87.7. ©011© 91.7 '��0� 66.7;'11111111111113111131 DOOR WDTh S "X" - 26. TO 37. WOOD 1,2, CONC LOAD ZONES SIDE LITE WIDTH X HT. 0.75 x 79.7 83.78 87.7 91.7 98 NDCNANGEApBT. 71L00tAlBMNTAEI.EC'T©TAt#R4.'V MAWS 77�NAht. HEAD 2tx�E 7t7°VANDGOLUIPI A009rTOAMONA TYPE 3. 1079 TPOI OLOSYDRIYE NOKOIR R.3W8 P.O.BOKIMO M0*Ol181, FL X274 12.75 x 79. 833.7 87.75 01.75 a � 4 4 95. 19.00 x 79.7 83.7 87.7 91.7 95.7 21.75 x 79.7 83.7 87.7 91.7 95.7 27.76 x 79.7 83.7 87.7 91.7 95.7 38.13 x 79.7 4 4 4 87.7 91.76 95.7 38.75 x 79.75 83.7 87.7 91.7 95.7 8 TABLE 7.OXO, Q, O?(X & *!O GLASS TYPES ANCHOR TYPE & SUBSTRATE 2.3 A. 3, 0, D WOOD 1,2, CONC 0 0 0 0 0 0 a 2 2 2' 12.78x79.7 u. 2 4 83.7 2 87.7 2 F 91.7 2 95.7 0 19.00 x79.7 en 83.7 DOOR WOT�IS TO 37. �. IOC" - 47.76 TO 71.7 SI UTE WIDTH x HT. 10.75 X 79.7 83.7 87.7 91.7 95.7 In LOADS -KM 00 •OFo 00 • 1313 00 00 ,0© • 00 "0o •00 -13© 0© '00 • ,O 00 �0 '00 ©D OH 00 00 011 00 00 00 0 0 0 0 3 3 3 3 00 5 n d m 1 7 91.7 96.7 21.75 x 79.7 83.7 67.7 91.7 967 27.75 x 79. 83.7 87.7 91.7 96.7 13 x 79.7 63.7 87.7 91.7 7 38.75 X 79.7 83.7 87.7 91.7 95.7 0© 0E 0E 00 00 nn QO �0 00 00 00 0© 0E 007 AO 0© DB 0© 0© 0© 100 ANCHOR QUANTITY ZONE TABLES 1 0 tt d APPROVED ANCHOR TYPES: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (35) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved as rumplyiog with the Flosiella i?? 7 mum Dade • 7._ rnds q�Cbal HY Mill 1, 1441 tA ALUM. FRENCH DOOR & SIDE LJTES IMPACT NA 9 d 10 �vw 11QOir1 B / 4. CID rk. P.O. E # 712 Sbudueral 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1 3/8' MIN. 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 ORS, NOTE 1 OOR HEAD (WOOD) 1318" 1/4" MAX SHIM WOOD ANCHOR ON STAGGERED CENTERS. TYPE 2 OR 3, NOTE 1 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 1X WOOD BUCK, NOTE 2 2X WOOD acr. BUCK, NOTE 2 DOOR JAMB (WOOD) 1 3/8" TYPE 1 1 3/4" 'TYPE 2 3/8" MIN. EXT. 114" MAX. SHIM CONC. ANCHOR, NOTE 1 1 114" TYPE 1 OR 2 (CPA U) DOOR HEAD (CONC) 1/4" MAX. SHIM -.11 SI Ill ,th 5,I1A :In,!11. um,' ■11J■ :.13,41.,.., ,-i r I ...,'4.• ;04. • ', ..• • 1 3J4° MIN. E.D. 2X WOOD EXT- 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. BUCK, NOTE 2 SIDE LITE JAIIVIB (WOOD) 1/4° MAX. SHIM WOOD ANCHOR TYPE 2 OR NOTE 1 1 318" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 1/4" MAX. SHIM 4" MIN. E.D. 3/8' MIN. CONC. DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 EXT. 1/4" MAX. — SHIM 2X WOOD BUCK NOTE 2 DOOR SILL (WOOD) CONC. ANCHOR. NOTE 1 NOTE 3 1/4" MAX. 1 3/8" TYPE 1 -e:.17.'1.• 1 3/4" TYPE 2 --iii;11,,i3/1:DI-o— 3.4 KSI MIN. CONC. f ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 20R3, NOTE 1 WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM LI" 1 3/8" TYPE41 1 314" TYPE 2° 1/4" MAX SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 1/4° MAX SHIM 1 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) e 1314" = MIN. E.G. t 1.5 KSI MIN. CMU QR 3.4 KSI MIN. CONC, . 1 314' MON. E.D. 1X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAM: (CONC) • 1 318" MIN. 2X WOOD BUCK, NOTE 2 DOOR SILL (CONC) SIDE LITE SILL (WOOD) E 3.4 KSI MIN. CONC. CONC. ANCHOR, NOTE 1 SHIM 318" TYPE 1 3/4" TYPE 2 SIDE LITE SILL (CONC) t NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 114" 884 CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE 181 3/4'. FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" 884 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD sums DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. 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 S&L THAT IS NOT TIGHT TO THE SUBSTRATE, /.ND 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. pprurcd Ciantik ilk dle Florfda %stain Ca& Osiie C.7 201)2 NOAP 7-,04g9. to kilmaii Ds& Produe ConiraL 11711(.51 I. (14,1. 1:6* affN01 0114/0? 5 ,NOCHANOETHOJNEEE A SAM VIM 1 26610. CO MOM 1151AIS. MO. ME ON wow bamitst DjTP5dTOMt ONOTE Dee 2/22107 diegad 1070 TECHNOLOGY OWE MOWN* FL WE P.O. DON MB Al0P52607, Pi 34274 VW Better ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT FMK I NTS 70 « 10 110054 ~vas L *,RE. PE #30712 Shalt* MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (11CCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 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 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 (AHD. This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DE,SCRIP'l`ION: Series ` IIR• 710" Aluminum Horiiontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing NoA127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by POT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the ABami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large Mule and Small Misfile Impact Resistant 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 ban 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 revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIM I DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 372 -6339 ww1►. miamidade suv/daildinec de NOA No 07-0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -18, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28 /2006 with the latest revision "C" dated 04/15/2007, prepared by POT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. ITL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Unifonn Static Air Pressure Test, Loading per PBC 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 XOX aluminum horizontal. sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 1�- Manuel Pe ALL Product Control 5. 4 I"S": NOA No 07 i•.�..09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries. Inc. NOTI ' OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10126/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacfite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saiex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact", approved on 12/21 /2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control a:.; 1r' NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5118" LAMI CONSISTING OF (2) LITES OF 1S' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. & 5(16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEOKEEPSAFE MAXIMUM PVB INTERLAYER. C. 5F16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. D. 7/18 LAMI CONSISTING OF (2) UTES OF 3118 ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E me° LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTAC TE OR SAFLEXREEPSAFE MAXIMUM PVB INTERLAYER. F. 7116" LAMI CONSISTING OF (2) LITES OF 3118 HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEJQKEEPSAFE MAXIMUM PVB INTERLAYER 6.13/16" LAMI IG: (1) UTE OF 1/8" OR 3/18 ANNEALED (MIN.) GLASS, 8118' OR 38 AIR SPACE AND 5/18 LAMI CONSISTING OF (2) LITES OF 118 ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLENKEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16' LAMI 1G: (1) UTE OF 1/8' OR 3/18° ANNEALED (MIR) GLASS, 5118 OR 3/8" AIR SPACE AND 8118° LAMI CONSISTING OF (1) UTE OF 115° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR S(.FLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/18° LAMI IG: (1) LITE OF 118 OR 3118 ANNEALED (MIN.) GLASS, 8116' OR 3/8" AIR SPACE AND 8118° LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEKIKEEPSAFE MAXIMUM PVB INTERLAYER. J. 13118' LAMI 10: (1) LITE OF 1/8" OR 3/18" ANNEALED ( MIN.) GLASS, 3118 OR 1/4" AIR SPACE AND 7/18' LAMI CONSISTING OF (2) UTES OF 3/18 ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXOKEEPSAFE MAXIMUM PVB INTERLAYER K 13/16" LAMI IG: (1) LITE OF 118" OR 3118° ANNEALED (MIN.) GLASS. 3118" OR 1/4" AIR SPACE AND 718` LAMI CONSISTING OF (1) UTE OF 3118 ANNEALED GLASS AND (1) LITE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. L 13/18 LAMI 1ti: (1) LITE OF 1/8" OR 3/16° ANNEALED ( MIN.) GLASS, 3118° OR 1/4° NR SPACE AND 7/16` LAMI CONSISTING OF (2) LITES OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. g. REFERENCES: TEST REPORTS FTL -4868, FTL-4859 AND FTL -5330. ELOO TEXTRON NOM: 040721.01, 03-0225.05 ANSI/AF&PA NOS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL ®8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CL t ROP44(NW,dAgjNG THE HIGH VELOCITY HURRICANE ZONE (HVHZ). star 03* Revitites F.X. 411007 C ADO FR 0 70NOTES74CH GNOTESTOGURREVTEDIT. Rawl Bp F.d Raved e r FA F.1G 228176 oak 10/17/10 gsValcas Pas 5/13/018 ilsidakaw A CHANGE TO ASTM E 1300.02 AOOAIR SPACE OM NOTE treat REF. NOTE 78 NOTE& OreYel* Ons J.J. 223/08 1070 TECHNOLOGY OWE NOKOM18, FL 34275 P.O. ?OX 1520 NOKO 1'$, FL 34274 Vistbfy Bauer GENERAL Nbtli'' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 a 11 4127 --10 I C NOA DRAWING MAP SHEET GENERALNOTES..__.. „._ 1 GLAZING DETAILS............ 2 DESIGN PRESSURES.......3 VERT. SECTIONS ............. 5 HORIZ. SECTIONS-- 5 CORNER DETAIL .... ».M 5 ANCHORAGE ......8 -11 PRODUCT RBVISED as c¢nptgiab with dm Flotida 0j d.ag Code Accaplcnro No Expiration Date 112" NOM. GLASS BITE 63,64,65 118' ANNEALED OR HEAT STRENGTHENED GLASS .6O SOLUTIA OR DUPONT PVB INTERLAYER 1/6' ANNEALED OR HEAT STRENGTHENED GLASS 5116° NON. 5/16" LAMINATED GLASS 1/2' NOM. GLASS BITE 66,67,68,69,70,71 a (ALL SECTIONS) 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7 /16' LAMINATED 7/16° LAMINATED GLASS Li-Li 0 OM. VI GLASS1 /2' NBITE 3116' ANNEALED OR HEAT STRENGTHENED GLASS th .090 SOLUTIA OR DUPONT PVB INTERLAYER ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4° AIR SPACE 118"' or 3116° ANNEALED D (MIN.) GLASS 13/16° NOM. 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER UB° ANNEALED OR HEAT STRENGTHENED GLASS 3/16° LAMINATED 5/16" OR 3/8 AIR SPACE 1/8' OR 3/16' ANNEALED (MIN.) GLASS 13/16° NOM. 13/16" LAMI 10 GLASS W/ 5/16° LAMI 13/16" LAMI 10 GLASS W/ 7/16" LAMI FJC 4'l&97 C NO CHANGE THIS SHEET Rime BY F.K. eur FY,YBs i0117A78 8 NO CHANGE THIS SHEET Reader F.K. Dewy By F.K. NO/08 Wel ?128/18 e A CLaeweA JJ. APO AR SPACE MPG TO L4M1 KiDETAB.S Sri 1070 TECHNOLOGY DRIVE NOKOMB. FL 34275 P.O. 29X 1528 NOKOMS. FL 94274 B T_ GLAZING DETAILS 114a. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT V IMy Better adlowe MR170 Scolc Full stag *mem 2 m 11 4127-10 C /6 /1 L Clark PE. PE 132712 TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 60 5/8" +60,0 -60.0 54" 60" 63" +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 .+60.o -60.0 +80.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 318" A,B,G,H +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +55.2 -55.2 +52.3 -62.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -80.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 59.6 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,1 +60.0 -60.0 UP TO 111" D,E,F, J,KL +75.0 -75.0 TABLE 2. XOX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 68" TO86 7/16" A,B,C, G,H,I +60.0 -60.0 TO 86 7/16" D,E,F, J,KL +75.0 76.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W! SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 28" 36" 38318" 48" 6/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +76.0 76.0 +75.0 -75.0 +75.0 76.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 A,B,G,H 72" A,B,G,H +75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 -+750_ +75.0 75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" C,D,E,F, t J,K L +75.0 -75.0 GLASS TYPES: TEST REPORT FTL -4858 von, FTL -4859 (OX& X0) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5116" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8 HS) D. 7/18" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/18 HS) G. 13/16" LAMI 10 -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) H. 13/16" LAMI IG -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"HS) L 13/18" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) J. 13/16" LAMI IG -1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/164A, .090, 3/16"A) K 13/16" LAMI IG -1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116"A, .090, 3/161HS) L. 13/16" LAMI IG -1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/18 LAMI - (3/16"HS, .090, 3/18HS) pw • •• ;�;•.:'JWISED with the Maras 8a iurl Curio Aoceytaucc Woo Data !3'LdIF =� r •�. wmmder FJC Dew 41198/07 lantsbne c ADO AY7EGRA1. FIN OPTION a UPDATEASTM E 1300-02 Ms Roan* F.K. F.K. 4raw 10/17106 Oft ,ewa A Oroloditr J.J. REVJSEDPTABLES TOAS]ME 1300 ADD AR SPACEDIMENS1GN GLASS TYPES G TFIRU L. Dar SEWS Imo TECHNOLOGY DRIVE t,OKOMIS. FL 34276 P.O. SOX 1629 NOKOMIS, FL 34274 DESIGN PRESSURES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Seriattdee Satx rust amply* t 710 I NTS 13 s 11 I 4127 -10 I C 27318' MAX. DLO -- VENT 5 54 5116° MAX DLO FD(ED O 110° MAX WIDTH I.F. FRAME 111' MAX WIDTH FLANGE FRAME DETAIL B - XOX (114 - 112 -114) 33 9/16' MAX 33 8118° MAX DLO FIXED C DLO VENT A 57 35N MAX DLO ALL FIXED LITES 56' MAX DLO ALL VENTS 52' MAX I.F. FRAME ALL CONFIO. 63' MAX FLANGE FRAME ALL CONFIG. 73' MAX - ---►1I 1- 74' MAX WIDTH FLANGE FRAME IF. FRAME 1 DETAIL A- OXORXO r - 27318' MAX. DLO VENT ••• r- 27318' MAX. DLO FOOD 6 1 I 85 7/16' MAX. WIDTH LF. , I�+ ---86 7116' MAX WIDTH FLANGE IMAM DETAIL C - XOX (113 -1!3 -113) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. VIEW D-D i (FRAME CORNER CONSTRUCTION) * P..EVISED :: with drel �pida • No0 .O ' ui onDUO "4741114, r, ` Prod*: F.K er F.K OsOt FJC 4/15/07 CONSTRUCTION AI . 6. a,er Relerac 10117A16 8 NOO 4NQETHIS SHEET Room &'taros A NO CHANGE THIS SHEET pap% m.mper lisfs I 2/26N6 .0 8/23'06 07O1EG 040.00Y DRIVE NOW3M S. FL 34275 P.O. SOX 1520 NOKOMIS, H.34274 Visa * Better r_ ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT pwisdocit pair Vitae OawNitia MUM d 11 I 4127 -10 I C pt L. 080. P.E. PE 2139712 Structural INTERIOR EXTERIOR - — MAX. FIXED DLO --1 MAX. WIDTH (FLANGE FRAME)) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX HEIGHT FLANGE FRAME INTERIOR �-- MAX. FIXED DLO — +� MAX. VENT DLO MAX. WIDTH (LF. FRAME) EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FI FRAME) EXTERIOR INTERIOR SECTION C-C A (VERTICAL SECTION, FLANGE FRAME) SILL HEAD (VERTICAL SECTION, I.F. FRAME)Q (VERTICAL SECTION, I.F. FRAME)A, Pxcoouc I REVISED as canrf)iag wllh 9roThrift Cod. Acc:V.. ai No Dab f 1.417 F.K. mavi Molitor c ADO IMMORAL FYYFRMW tiE GS 41, 4Z AND 43 AND VIEWS. atm 1G11 &13106 Die a.w�rr 8 ca ab* .I1 NO CHANGE rnnsStEET NO 77'MCE 1118 SHEET 1074TSC*4O QQY DavE Kowa*. FL 327& P.D. aQX 1� HOMME.R.342V4 VhIhly Barer SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT aglMI d tlAeaG �-i -K 7Ham Mall( 5 elf 144*** 4127 -10 1c //:4 R Rohael � L. C P.E. PE 469712 SbYO4ad DWG# REV DfficR>PTION MATT, 1 4102 A FLANGBFRM4RI4BAD 6063 -T6 AL • 612237 2 4025 3 SASH STOP (SID (ANTI LIFT CLIP) #8X3/4PR PAN HEAD 6063 -T5 AL 612244 4 4053 6 4136 SASH STOP COVER (SASH STOP) FLANGE FRAME SILL 6063 -T5 AL 7 4137 SI LADAPTOR 6063 -T6 AL 6063 -T6AL 64136 64137 8 4131 ROLLERTRACK 6063 -T6 AL 64131 10 12 71298 WEEP HOLE COVER POLYPROP. 71298 1626 ADHESIVE O P I� 1 CELL F O A M PAD 7PAD1626 13 4002 A PLANCt'EFRAMEJAMB 6063 -T6AL 612225 14 4134 GASKET FOR MAIN FRAME SI LJOINT 74134W/K 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G 17 4054 B FIXED MEETE4GRAIL 6063HD-T6 AL 64054A 19 21 22 23 4066 4105 1683 225-1 WSTP.„187 X 230, FIN SEAL 64066G SASH TOP& BOTTOM RAIL 6063 -T5 AL 612240 24 226 WSTP.,250 X .270 BAC3{, FIN SEAL ROLL RHOUSING &GUIDE BRASS ROLLER WHEELS 6168313 421121D BRASS 7BRWHL2 29 4128 HORIZONTALROLLERSASHTOP CODE POLYPROP. 441284 32 4006 D SASH MEETING RAE, 6063HS -T6 AL 64006 33 1235 13/16" LAMI1131/8 "A, 3/8" AIRSPACE, 5/16" LAMI (I/8"A, .090 PVB,1 /8"HS) WSTP,.170X 270 BACK, FIN SEAL " 675160 35 1096 13/16" LAMI IG3/16"A, 5/16" AIR SPACE 5/16" LAMI (1/8"A., .090 PVB, 1/8"A) SWEEP LATCH DIE-CAST 71096 36 1016 37 4126 38 1683 #8 X .625 PH. FL SMS SASH SIDE RAIL WBTP.,.250 X ,no BACK, FIN SEAL 6063 -T5 AL 64126 616830 39 7070 40 41 4139 42 4140 43 4141 50 1 1224 BULB WEATHERSTRIP .187 X .275 LIFT RAIL COVER CAP LF. FRAMEHEAD LF. FRAME SILL 67070K 74078"C" LOR R 6063 -T6 AL 64139 6063 -T6 AL 64140 1F. FRAME JAMB 6063 -T6 AL 64141 A GLAZING SILICONE, DOW 899, 995 ORE QUWALENT VINYL GLAZING BEAD BULB (THICK) 6TP247W,K 52 1225 VINYL GLAZING BEAD BULB (THIN) 6TP248K 53 4039 54 4044 55 4222 56 985 C 59 4067 60 GiASS„5/16" LAMI (1/8" A, .090 Pill, 1/8" A) 61 " 62 " B B A GLAZ1NGBEAD - 5/16" 6063 -T5 AL 64039B GAZING BEAD - 5/16" W /GRILL KIT GLAZING BEAD - 7/16" 6063 -T5 AL 644703 6063 -T5 AL 64222 GLAZING BEAD - 7/16" W/(i<tII.L KIT (LAZING BEAD - 13/16" 6063 -T5 AL 6985 6063 -T5 AL 64067 5/16" LAMI (1/8" A..090 PVB, I/8" HSI 5/16" LAMI (118" HS, .090 PVB, 1/8" 11S) 63 64 " 7/16" LAME (3/160 A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" 118) 65 " 7/16"1AM /16"HS,.090PVB,3/16"HS) lbsitsinisc WWI* Fit Pme F.Ksle Road Clx F.K Erna rip FK "Aft 411&07 Daft 70177/ve oft Dor 2 /79/941, 42 a 43 1M DWG/ RIM DESCRIPTION 1 MAIL 1 PGT# 66 GLASS, 13/16" LAM1 104/8"A, 3/8"AIRSPACE, 5/16" 1AM1 (1/8"A, .090 PVB, 1/8"A) 67 " 13/16" LAMI1131/8 "A, 3/8" AIRSPACE, 5/16" LAMI (I/8"A, .090 PVB,1 /8"HS) 68 " 13/16" LAM1 I0-1/8"A, 3J8" AIR SPAN, 5/16" LAMI (1/8"HS, .090 PVB,1/8"HS) 69 " 13/16" LAMI IG3/16"A, 5/16" AIR SPACE 5/16" LAMI (1/8"A., .090 PVB, 1/8"A) 70 " 13/16" LANE IG-3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1 /8"14S) 71 " 13/16" LAME 1 G31 16" A, 5 /16" AIR SPACE, 5 /16" LAMI (1/8"11S,.090 PVB, I/8"HS) 72 " 13/16" LAML IG-118 "A,1 /4" AIRSPACE, 7/16" LAMI (3/16"A, .090PVB, 3/16"A) 73 " 13/16" LAMI I0-I/8"A, U4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS) 74 " 13116" IAMI IG1/8"A,1 /4" AIR SPACE, 7/16" LAMI (3/16"13S, O90PVE, 3/161HS) 75 " 13116" LAMI 103/16"A, 3/16" AIRSPACE 7/16" IAMI (3116"A, .090 PVB, 3/16"A) 76 " 13/16" LAMI IG3/16 "A, 3116" AIRSPACE, 7116" LAMI (3/16"A, .090 PVB, 3/16"HS) 77 13/16" LAMI IG-3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16"HS, 090 PVB, 3/16 "HS) 90 1014 sauatm FRAME(HOR &VER.) 31054114 AL 91 1630 SCREEN CORNERXEYW/RINGS POLYPROP. 92 1631 SCREEN CORNER KEYW /O177 RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 sate NSPLINE -.135 DIA. FOAM Wi4 PVC 95 1635 SCREEN SPLINE -.135 DLA. HARD EM PVC 96 SCREEN MOTH 2.784 J� L Lisa I.F. FRAME JAMB ® 84141, 6083 -76 I.F. FRAME HEAD 84139, 606346 3.152 --2710 42 .F. FRAME SILL ® 84140, 6083-76 rm BNOBX4M3ETFOSSHOT Pooklier A ADD SPACE IDIMENSIONS ITEMS Si 7701U 77. Osamu* 323108 1070 TECHNOLOGY DRAM NQKOM 8. FL 34278 P.O. SOX 1828 NOKOt86. 5.34274 d r Visibly Bette, PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT astAlorAt /86710 NMI 6 a 11 04127 - -10 1 C FLANGE FRAME HEAD ��:: �� #4102A 6063 -T8 ---ti --062 .4ao IJ TI- 1.461 4 QSASH STOP 04025, 6053-15 21 SASH TOP & BOTTOM RAIL #4133.6083 -15 .050 0 GLAZING BEAD, 5/16' #40446.8003 -T5 (USED W/ GRILL KIT) 6 FLANGE FRAME SILL #4136.6063 -T6 0 HORIZ. ROLLER TRACK 14131.6063 -T6 —4 1.081 J 0 SASH MTG. RAIL 04008D. 6083HS -T6 S7 O GLAZING BEAD 7/16' #4222A, T5 O FRAME SILL ADAPTER 14137, 6063 -T6 17 FIXED MEETING RAIL 1405413, 61933HD •T6 .050 1.116-1 -i T J c) GLAZING BEAD, 7/16" #9850,3 -T5 (USED W/ GRILL KIT) .738 O SASH STOP COVER 64053. -15 13 FLANGE FRAME JAMB 64002R,6083 -T6 .876 1 096— {+--+{ GLAZING • 5/16" 140398, 6083 -15 .1____ .683 Ir' nom f 1 1.097 GLAZING BEAD, 13/16" 14067, 8063 -T5 nerd* F.IC � 7 C NO CHAN(3E THIS $iEET FJc Awed* FJC armele FJC aeelde enelatem a A NO (MANGE TRSSHEET NO CHANGE THIS SHEET a eAsaerr J.J. WO TECHNOLOGY DRIVE tnS.PLSan P.O BOX 1520 NOXOMIS F1.34aV4 List* Bearer EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Half 1 7 of 11 I 4127 -10 I C Robert L. Cak, P.E. PE 839Tta Structural ANCHOR QUANTITIES, XOX (114.1/21/4) WINDOWS TABLE 4 NOTES: 1. 1-1' E TYPES 1 - 1/4/8" LCO TAPCONS 2 -1/4° ELC0334 CRETE -FLEX 3 -#12 STEEL SCREWS (0 ANCHOR TYPE, GLASS TYPES A,B,C,G,H,t GLASS TYPES 0,E,F,J,K,L 2,3. W000 2, CONC 1, CAN( 2,3, WOOD 2, CONC 1, CONC &SUBSTRATE ZONES S EINES ZONES 231 ES ZONES WINDOW SIZE HEAD & SILL HEAD & SEL ro 4 HEAD & SILL HEAD & SU. ro HEAD & SILL ro HEAD&SILL 2. GLASS TYPES: A. 5/18• LAM' - `1/8" 1„090, 318" A) HS) ro B. 6/16" LAMI - 1/8° 1,.0®0,118" HS LAMI- HAM. HS) 53.125x 38.375 48.000 60.E 54.000 BA0T00 63.000 1+C2+1+C2+1 2 1+02 +1+0+1 2 1 +0+1+0+1 2 1 +0+1+0 +1 2 1 +0+1 +C2+1 2 1 +0+1+C2+1 2 D. 7118' (118' /18 D. 7116° LAM' - (3118" A,.�, 3M8' A) 1 +02+1+0+1 3 1+02+1 +C2+1 3 1+02+1 +0+1 3 1+02+1 +02 +1 3 1 +0x+1+0+1 3 1+(2+1 +C2+1 3 E. 7/16" LAMI - (3116" A„090, 3/18° HS) F. 3, 98' 55) i+0+1 +0+1 3 1+0+1 +132 +1 3 1 +041+0+1 3 1+20+1 +0+1 3 1 +0+1+0+1 3 1+0+1+041 3 131E LAMI 110 -18' OR A 0.13818" LAM' I0 -1AT° OR 3818' A, $M8° OR 318" SPACE, 858' LAW - (118' kW!, 1/8' A) 1 +0+1 +02 +1 3 1+C2+1+C2+1 3 1+0+1 +C2+1 3 1+C2+1+0+1 3 1+02 +1 +0+1 3 1+0+1 +02+1 3 H.13/18° LAMI IG -1/8" OR 3118° A, 5/16" OR 318' SPACE. 5818' LAM! - (1/8'A,.000,1/8' HS) 1+tx +1+0+1 3 1+0+1+02+1 3 1 +02+1 +0+1 3 1+0+1+0+1 3 1+02+1+02+1 3 t +!x+1+02+1 3 L 13/18' LAMI 1G -118' OR 3118" A, 8118° OR 318' S PACE, 5/16" LAMI -(1B" HS..�,1/8' HS) J. 13/16" LAM' 10- 118' OR ail 8" A, 3/ 16° OR1 /4 " SPACE, 711y LAMI - (3/16'A„000,9ME A) 1 +C2+1+02+1 3 1+C2+1 +02+1 3 1 +0+1+02+1 3 1+02+1++2+1 3 1+C2 +1+0+1 3 1+C3+1+C3+1 3 K. 13/16' LAM' 10.118' OR 3/16'° A, 3/16' OR 1/4" SPACE, 7M8' LAM1- (3/16°A„000, 3/16" HS) 60.000x38.375 48.000 50.625 54.000 60.000 63.000 1+02+1+02+1 2 1 +0x+1 +132+1 2 1+02+1+0241 2 1+02+1+02+1 2 1+02+1+0x+1 2 1+02 +240+1 L 19/18" 21/1110 -1G` OR 3M6 A<3/18 OR 1l4' SPACE 7M8' LAM' -(3M� HS..090, 3118° HS) 2 1+0+1+02+1 3 1+C2+1+02+1 9 1 +02+1 +02+1 3 1+02+1+0+1 3 1+02 +1+02+1 3 1+02+2+02+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1+02+1 +0+1 3 1+02+1+0+1 3 1+02 +1+02+1 3 1+0+1+{2+1 3 1+C2+1 +C2+1 3 1+02+2++2+7 3 DIMENSIONS' FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW 8V TABLE 1+0+1+02+1 3 1 +(2+1+02+1 3 1 +02+140+1 3 1 +02+1+02+1 3 1 +02+1 +02+1 3 1+02 +2+02+1 3 HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1+02+1+02+1 3 1 +02+1+02 +1 3 1 +02+1 +C2+1 9 1 +0+1+02+1 +1+0+1 3 1+02+1+2+1 3 1 +03 +2+03+1 25 CM CORNERS. 9 V MAX. JAMBS: 9' MAX. FROM CORNERS AND 22 12" MAX. O.C. 1+12+1 +0+1 3 1 +02+1 +02+1 3 1K2+1+02+1 3 1+(2+1 +02+1 3 1+(2+1 +02+1 3 1 +03+2+03+1 3 TABLE KEy: 74.000x38.375 48.000 50.6 54.080 000.000 63.000 1 +02+2+04+1 2 1 +0+1+0241 2 1+02+2+0+1 2 1 +02+2+02+1 2 1+0 +2+12+1 2 1 +0+2+02+1 2 X Q X '1+(2+4+133 1+0+2+02+1 3 1+02+1+0+1 3 1+02+2+C2+1 3 1 +02+2+0;2.1 3 1+0+2+02+1 3 1+02+2+02+1 +1i 3 F.—ANCHOR QUANTITY PER JAMB 3 HEAD AND SILL ANCHOR QUANTITY. 1 +02+2 +04+1 3 1402 +1 +0+1 3 1+0+2402+1 3 1+0+2++2+1 3 1+04 +2+02+1 3 1442+240241 3 1 1+0+2+0+1 3 1 +0+1 +02+1 3 1 +0+2+02+1 3 1+0 +2+0+1 3 1 +02+2+02+1 3 1 +03+2+03 +1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL (3° MIN. O.G. ANCHOR SPACING) 1+042+0+1 3 1+02+1+02+1 3 1+0 +2+0+1 3 1+01+2+02+1 3 1+02+2+0+1 3 1403+2+03 +1 3 1+0+2+0+1 3 1+0+1+02+1 3 1+C3+2+C3+1 3 1 +03+2+03+1 3 1+0+2+02+1 3 1+03 +2403+1 3 84.00044 3&375 48.0«1 50.6025 54.000 60.(00 63.000 1 +0+2+0 +1 2 1+0+2+02+1 2 1+0+2+0+1 2 1+0+2+0+1 2 1+042+0+1 2 1 +0+3+02+1 2 1 +0+2+02+1 3 1+0+2+0+1 3 1+0+2+02+1 3 1 +02+2+0+1 3 1 +0+2+0+1 3 1 +C3 +3+03+1 3 1+02+2+02+1 3 1+02+2+0+1 3 1 +0 +2+02+1 3 1 +0+2+0+1 3 1+0 +2+0+1 3 1 +03+3+03+1 3 1 +0+2 +02+1 1 +0+2+0+1 3 1+0+2+0 +1 31 +0+2+0+1 3 1 +0+2+0 +1 31 +03+2+0X++1 3 1+0 +2+02 +1 3 1 +G9 +2+C3+1 3 1+C2 +2+0+1 31 +0+2+0+1 3 1 +04 +3+04+1 31+04 +3+04+1 3 3 25 3/4° max. —+ i F.-3' MIN. v3to ucr r.ElISFD es cv^ i-...m; web the woad& AG^E$A.'SCCNo - ....y=. .09 Evasion Data ar»t _, ` " w 1 1 X --+- 1 1 i 0 & I O +1 / X 1+0 +2+02+1 31+0+2+(x+1 31+03 +2+03+1 31+02+2+03 +1 31+C2 +2+0+1 31+04 +3+04+1 3 8'. .... 106.376x38375 48.000 50.E 54000 60.000 63.000 1 +02+2+02+1 2 1+0+2+02+1 2 1 +0+3+02+1 2 1 +0+3+4 +1 2 1+0+3+0+1 2 1 +0+4+0+1 2 1} 1-112.-- 1 +02+3+02+1 3 1 +0+2+0+1 3 1 +03+3+03+1 3 1 +03+3+03 +1 3 1 +0+3+0+1 3 1+03+4+C3+1 3 MTG. RAIL, W/ QTY. OF (3) ANCHORS 1+0+3+0+1 3 1 +0+2+02+1 9 1+03+3+03+1 3 1+03+3+03+1 3 1403+3+03+1 3 1 +09+4 +02+1 3 EXAMPLE CLUSTER 1 +03 +3+03+1 3 1 +02+2+0+1 3 1 +03+3+03+1 3 1 +C3 +3 +09+1 3 1+03+3+03 +1 3 1+04+4 +04 +1 3 (SHOWN IN TABLE KEY ABOVE) 1 +03+3+03+1 3 1 +0+2+0+1 3 1+04+3+04 +1 3,1+C4+3+04+1 4 1 +133 +3+03 +1 3 1 +04+4+04+1 3 1 +0+3+03+1 3 1 +132 +2+0+1 3 1 +04+3+04 +1 3 1 +04+3+04+1 4 1+01+3+0441 3 1+05+4+05+1 3 i I 111.000x 30.375 48.000 60.625 54.000 60.000 63(00 1+02+3+0+1 2 1+02+2+0+1 2 1 +02+3+0+1 2 1+0+3+0+1 3 1+02 +3+0+1 2 1+0MKx +1 2 1 ""' 1 lit° TYP. F+-3' MIN. 1 +02+3+0+1 3 1 +0+2+0+1 3 1 +03+3+03+1 3 1 +C3 +3+03+1 3 1+0 +3+0+1 3 1+03 +4+03+1 1 3 8" REF. 3 T-� & 1114 X & 4 1 & 1+11 O --t--- X /J 1' /) '7 Robert L. Clark, P.E. PE 039712 aI 1+0 +3+0+1 3 1+0+2+02+1 3 1 +03+3+03+1 3 1+03+3+03+1 3 1+03+3+C3+1 3 1+03+4+03+1 1+0 +3+03 +1 0 3 1+42+041 3 1+03+3+03+1 3 1+03 +3+03 +1 3 1+03 +3+03 +1 3 1 +04+4+04 +1 3 1 +03+3+03+1 3 1 +0 +2+0x+1 3 1+01+3+04 +1 3 1+01.3+04+1 4 1 +03+340X4+1 3 1+C4+4+04+1 3 MTG. RAIL, TYP. 1 +03+3 +03+131 +0 +2 +0+1 31 +04 +3+04+1 roANCHOR 31+04+3+04 +141 c.1P ADJ. +C4 +3+04 +1,3, 1+05++4+05+1 4 EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS �tsm7 C ,w ur ArE MERE 4. SELECT 10701Ef 0{.OGYORIVE NOKOMIS, FL 34275 P.O. BQX 1828 010X0/178. FL 36274 • ANCHORAGE SPACING XOX (114- 1/2 -1/4) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT woa+ex Roved* F.K. o 10117106 *Woken 8 REVISE ANCHORAGE FORMAT, HEAD &SILL CLUSTERS max F,K now OF F.K Mt. S'19M 3Mw ?!d&D9 Itaisbax A rl.meep, ,..1. ADD SPACED' ONS GLASS TYPES 0 THRUL oso� 3/13105 Visibly Better + 0 I NTSI B« 11 I 4127 -10 f C ANCHOR QUANTITIES. XOX (1t311S -113) WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: ANCHOR TYPEa 83UB8TRA1E GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,LJ.K, L 2.3. WOOD 2, CONC 1. CONC 2,3, WOOD 2, 0ONC 1, CONC ZONES ZONES 2l3INE8 ZONES ZONES 33/213 1 -1/4" ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G6) WINDOW 808 W r I I HEAD & SILL HEAD & SILL - HEAD & SILL HEAD & SILL HEAD & SILL HEAD 3 S&1 4 2. GLASS TYPES: A. 5/1 8 LAMI - (113° MOO, VS' A) B. 5/18° LAMI - (113" A,.090,118' H8) 4&000x38.375 48.000 60.825 54.000 80100 83000 1+C2+1+C2+1 2 1+02+1 +C2+1 2 1+42+1+02+1 2 1+02+1+02+1 2 1 +2 +1 +C2.1 2 1+1,2+1+12+1 2 C. 5/18' LAMI - (1!8' H3,.090,118' 115) E. 7/16' 1+C2 +1 +02+1 3 1 +12+1 +C2+1 9 1 +02+1+02+1 3 1+42+1+02+1 3 1 +12+1+02 +1 3 1 +02 +1 +02 +1 LAMI - (3/18' A. , 3/16' A) 9 E. 7 /18' LAMI -(3/18 A,dk90, 9 /18 HS) 1+02 +1 +12+1 3 1 +C2 +1 +02 +1 3 1 +C2 +1+02+1 3 1 +02+1 +C2 +1 3 1 +02+1 +12+1 3 1 +12+1+12 +1 3 F. 7/16' LAMI - (3118' HS „08}, 3M8' HS) 1+12+1+02 +1 9 1+02+1 +C2+1 3 1+12+1+02 +1 3 1 +02+1 +12+1 3 1 +C2+1+C2+1 3 1+02+1+02+1 3 0.13/16' LAM! K3 -1/6' OR 3/16” A. 516" OR 3/8 SPACE. 6116 LAMI -(1/9 A..og0.118" A) 1+C2+1+42+1 3 1+02+1 +02+1 3 1+C2+1 +C2+1 3 1+C2+1+C2+1 3 1+01+02+1 3 1+02+1 +02+1 3 H.13116' LAMA 1G -118' OR 3/18 A. 5/16 OR 3/8' SPACE, 5/18 LAMI -(1W A„090,1/8" HS) I. 13/16" LAMI 1G -1/8' OR 3/18 A, 5/18 0R 3� SPACE, 6/`16' LAMI - (1/8' HS,.090,11 ' HS) 1 +02+1+12 +1 3 1 +t2 +1+02+1 3 1+02+1 +12+1 3 1+02+1+12+1 3 1+02+1+02+1 3 t +13+1 +03+1 3 J.13/16' LAM! IG -1/8' OR 3/16' A, 3/18 0R 1/4' SPACE, 7 /18 LAMI - (9/16'A,.090, 3/18 A) 63125x98.975 48.000 50825 54.000 80.000 83000 1 +12+1+12 +1 2 1 +02+1+02+1 2 1 +02+1 +12+1 2 1+02+1+02+1 2 1+02+1 +02 +1 2 1 +12+1+12+1 2 K.13//16' LAN! IG -1B" OR 3/16' A. 3/16' OR 1/4' SPACE. 7H8 LAMI - (3/18' Ate, 3/18' FS) 1+02+1+02+1 3 1 +12+1+012+1 3 1 +12+1 +02+1 3 1+02+1+{2+1 3 1++2+1402 +1 3 1+02+1+12 +1 3 L 13/16" LAMA IG -1/8" OR 3/16' A. 3/18OR 1/4' SPACE, 7/18 LAMI - (3118 HS,.O90.3118118) 1+12+1+12+1 3 1+0+1+02+1 3 1+12+1+02021 3 1+02+1+C2+1 3 1 +02+1+12+1 9 1+12+1+02 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PERADJACENT TABLE AND BASED ON THE FOLLOWING 1+12 +1 +02+1 3 1 +C2 +1+02 +1 9 1+02+1 +02+1 3 1 +C2 +1+12+1 3 1+02+1 +02+1 9 1+02 +1+12+1 3 D EpjoNS, FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE 1+ 2 +1 +02+1 3 1 +02+1+12 +1 3 1+120+C2+1 3 1+ 2 +1+12+1 3 1012 +1 +12 +1 3 1403+1 +1341 3 1+12 +1+02+1 3 1+42+1 +02+1 9 1 +12+1+02+1 3 1+12+1 +02+1 3 1+02+1+02+1 9 1+13 +1+03+1 3 HEAD & SILL' 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE • 80.000* x.375 48300 50.625 WOO 80.000 83000 1+02+1 +12+1 2 1 +02+1+02+1 2 1+12 +1 +12+1 2 1+C2+1+C2+1 2 1 +02+1 +12+1 2 1+C2+1+C2+1 2 JAMBS: !P MAX. FROMCORNERS AND221/.C' MAX.O.G. 1 +02+1+02 +1 3 1 +C2+1 +12+1 3 1+C2+1+C2+1 3 1+12+1+02+1 3 1 +02+1+02+1 3 1+C2+1+02+1 3 TAMMY: 1+C2+1+C2+1 3 1 +02+1 +12+1 31+02+1 +12+1 3 1+02+1+4241 31 +12+1 +C2 +1 31+02+1 +12+1 3 X O X 1+C24.1+C2+1 3 1 +02+1+02+1 3 1+02+1 +t2 +1 3 1+12+1+12+1 9 1+02+1 +C2 +1 3 1+13 +1+C3+1 3 I1+C3 +1+C3 +11 3 f . — ANCHOR QUANTITY PER JAMB 1 +02+1+12+1 3 1+02 +1 +C2+1 3 1+12 +1+02 +1 3 1+12+1+12 +1 9 1+02.1 +02+1 3 1 +13+1+13 +1 3 HEAD AND SSIS. ANCiiQR 1 +02+1 +02+1 3 1+02+1 +12+1 3 1 +12+1 +12+1 3 1+03+1+13+1 3 1+120 +12+1 S 1+13 1 +13+1 3 QUANimES L 86.000x3 &375 48.003 50828 54.000 8.000 83100 1+12+1+12+1 2 1+02+1+(2+1 2 1 +02+1 02 +1 2 1+02+1 +12+1 2 1+02+1 +02+1 2 1+02 +1+02 +1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (8) ANCHORS TOTAL AT HEAD AND SILL (3' MIN. O.C. ANCHOR SPACING) 1 +C2 +1 +02+1 3 1+42+1+02+1 9 1+02 +1+11 +1 3 1+12 +1+02 +1 3 1 +1241 +02+1 3 1 +C2+1+02+1 3 1 +02+1+02 +1 3 1+12 +1+02+1 3 1 +02+1 +12+1 3 1+12 +1+02+1 3 1+02+1+02+1 3 1 +03+1 +03+1 3 1 +12+1+12 +1 i 3 1+02+1+02+1 3 1+02 +1 +12+1 3 1+02+1 +12+1 3 1+12 +1 +02+1 3 1 +13+1 +03+1 3 1 +02+1+11 +1 3 1 +02+1 +02 +1 3 1+12 +1+02+1 3 1+13 +1 +0341 3 1+12+1+12+1 3 1+03 +1 +02+1 9 1+C2+1+12+1 3 1+12+1 +12+1 3 1+02+1 +C3+1 3 1+03 +1+13+1 3 1+02+1+12+1 3,1+13+1+13+1 3 74.000* 38.378 48100 60.825 54.000 60.E 83000 1 +02+1+02+1 2 1 +02+1+02 +1 2 1+12 +1 +11+1 2 1 +02+1+02+1 2 1+12 +1 +02+1 2 1 +02+1+2 +1 2 1- I f 253/4' MAX. I 8314`'-8 1 +02+1+02+1 3 1 +12+1+011 +1 3 1+{2 +1+02 +1 3 1+02+1+02+1 3 1+02++1+12+1 3 1+03+1 +C3+1 3 as wmpCT REYLSED as �unacying Uu Flottde Bijfdir# Carlo Accc}ua=No - - , Dmro .' D •• 1 I•, 1 +02+1 +C2 +1 3 1 +11+1 +022+1 3 1 +02+1 +C2 +1 3 1 +02+1+02 +1 3 1+12+1 +C2 +1 3 1+13 +1 +13+1 3 1 1 x -_ 1 O x 1+02+1+02 +1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1 +02+1 3 1 +02+1+(2+1 3 1+03+1 +03+1 8 3 1+12 +1 +02 +1 31+{2 +1 +02+1 31 +02+1 +0:3+1 31+43+1+03+1 31 +02+1+12 +1 31 +03+1 +02+1 3 1+02 +1+02 +1 3 1+02 +1+02 +1 3 1 +1:3+1 +03+1 3 1+03 +1+03 +1 3 1 +02+1 +02+1 3 1+13+1 +13+1 3 MTG. RAIL, TYP:- 84.000x36.375 48000 50.826 54.000 80,000 63.0 1+{2+1 +C2 +1 2 1+02+1+02+1 2 1+12+1+12+1 2 1+02+1 +02+1 3 1 +024.1+02+1 2 1+02+1 +02+1 2 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +02 +1 +02+1 3 1 +02 +1+02+1 3 1 +02+1+02 +1 3 1 +02+1+(2+1 3 1 +02+1+02 +1 3 1+03+1 +C3 +1 9 1+12 +1 +02 +1 3 1+02 +1+02+1 3 1 +02 +1+02+1 3 1+02+1 +C2 +1 9 1 +12+1 +12+1 3 1+03 +1 +03+1 3 (SHOWN IN TABLE KEY ABOVE) 1+02 +1 +12+1 3 1 +02 +1 +12+1 3 1+12+1+C3+1 3 1 +C3+1 +C3+1 9 1+12 +1 +12+1 3'1 +03+1+03 +1 3 1+02+1 +02 +1 3 1 +02+1+02+1 3 1 +03+1 +03+1 3 1+13+1+03 +1 4 1 +03+1 +03+1 3 1+0+1 +03+1 3 -'. - -25 314' MAX. 1+13 +1 +13+1 3 1 +12+1+12 +1 3 1+03+1+03+1 3 1 +03 +1 +03 +1 4 1 +03+1 +03+1 3 1 +04+1 +14+1 4 -' -+• �-1 112'TYP. 1'+-3' MIN. I 8&437x3 &375 48400 50.E 54.000 8.000 63.M3 1 +02 +1+02 +1 1+02 +1+02 +1 2 1 +(2 +1+12 +1 3 1 +12+1+12 +1 2 1+12 +1 +02+1 3 1 +02+1 +02+1 2 1 +02 +1 +02 +1 3 1+02+1 +(2 +1 3 1+02 +1 +12+1 3 1+12 +1 +02 +1 2 1 +C2 +1 +12+1 3 1+03 +1 +13+1 2 1 .-�„' fv d% RoClertL clerk P.E. PEM39712 student t 3 9" 41 1 1041 0 X 1 +02+1 +02+1 3 1+02 +1 +02+1 3 1+12+1+02 +1 3 1+12 +1+02+1 3 1 +02+1+02+1 3 1+0023 +1 +03+1 3 1 +02+1 +02 +1 3 1 +12+1 +02+1 3 1+03+1 +C3 +1 3 1+03+1 +13+1 3 1+02+1 +12+1 3 1 +03+1 +03+1 3 OF (4) ANCHORS 1+12 +1 +C1 +1 3 1 +02 +1+02 +1 3 1+03 +1+03+1 3 1 +03+1 +03+1 4 1 +13+1 +13+1 3 1 +04+1 +04+1 4 MTG. RAIL' 1YP. 1+03 +1+03+1 3 1 +C2 +1 +02+1 TABLE 6 ccTVArc�sO�roAr>c 3 1 +02 +1+13 +1 3 1+03+1+03 +1 caa'Aw.9oro,�cw�aaooroxiv� 4 1 +13+1 +13+1 3 1+GC +1 +C4+1 4 EXAMPLE CLUSTER W/ QTY. x UPDATE ANCHORAGE SPACING, XOX(113- 1/3 -1/3) Mond* RA Ode tOlt7A1S 8 REVISE AP�RAGEFORMAT,Haw 8 SILL CLUSTERS NOK�113 FL 34276 PC 892161H NOKOMIS, FL 34274 7B1 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT amsdesc RJC CmiaBF FJC Daft 81131/9 a4.: 2078478 r A o,daday J.J. ADD SPACEDII GLASS TYPES 0 TH@UL. a 3123/06 I VLsib/y2tewn, B,d.p�aart i1R7f9 &�+ NT$ 9 d tf O.+alh I 4027 -10 e,a C ANCHOR QUANTITIES, XO& OX WINDOWS TABLE 6 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE) & SUBSTRATE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W Y H C� sw oil 1 ca 1' 2 1' 37.000 x 38.375 48.000 50.625 54.000 60.E 63.0100 1 +02+1 2 1+02 +1 2 1+02+1 2 1 +02+1 2 1 +C2 +1 2 1+(2 +1 2 1 +02+1 3 1 +02 +1 3 1 +C2 +1 3 1+02 +1 3 1 +02+1 3 1+02+1 3 1+02 +1 3 1 +02+1 3 1 +02 +1 3 1 +02+1 1 +C2 +1 3 1 +(2+1 3 1 +02+1 3 1+02+1 3 , 1 +02 +1 3 1+02+1 3 3 1+02+1 3 1+02 +1 3 1+0x+1 3 1 +02+1 3 1+03 +1 3 1 +C2 +1 3 1 +02+1 3 1 +03+1 3 1 +C2 +1 3 1 +(2+1 3 1+03+1 3 1 +02 +1 3 1 +02+1 3 1+03+1 3 48.000 x 38.375 48.000 50.625 54.E 60.000 63.000 1+02 +1 2 1+02+1 2 1 +C2 +1 2 1+02 +1 2 1 +02+1 2 1 +C2 +1 1+02 +1 3 1 +C2 +1 1 +02+1 3 1+02+1 3 1 +02+1 3 1+02+1 3 1+02 +1 3 1 +02 +1 3 1 +03+1 3 1+02 +1 3 1+02 +1 3 1+03+1 3 1 +02 +1 3 1 +0x+1 1 +03+1 3 1+02+1 3 1 +02 +1 3 1 +03+1 3 1+03+1 3 1 +02+1 3 1 +03+1 3 1 +03+1 3 1 +02+1 3 1 +C3 +1 3 1+03 +1 3 1 +02 +1 3 1+03+1 3 1+03 +1 3 1 +02+7 3 1 +03+1 3 53.125 x 38.375 48.000 50.625 54.000 80.000 63.000 1 +C2 +1 2 1 +02 +1 2 1 +02+1 2 1 +02+1 2 1 +02+1, 2 1 +C2 +1 2 1+02 +1 3 1+C2+1 3 1 +C3 +1 3 1+02 +1 3 1+02 +1 3 1+03+1 3 1+02 +1 3 1 +C2 +1 3 1+03+1 3 1 +0x+1 3 1 +0x+1 3 1+03+1 3 1 +C3 +1 3 1+02 +1 3 1+03+1 3 1 +03+1 3 1 +02 +1 3 1 +C3 +1 3 1 +03+1 4 1+02 +1 3 1 +03+1 3 1 +03+1 4 1 +02 +1 3 1 +03+1 3 1 +03+1 4 1+03+1 3 1 +C4 +1 3 1 +03+1 4 1 +03+1 3 1+04 +1 3 60.E x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02+1 3 1 +02 +1 2+02+2 1 +02 +1 3 1+02 +1 2 2+02 +2 2 1+02 +1 1 +02+1 3 243+2t3 1 +02 +1 3 1 +02+1 3 2+03+2 3 1+03 +1 3 1 +02 +1 3 2+03 +2 3 1 +03 +1 3 1+02 +1 3 2+C3+2 3 1+03+1 4 1 +02 +1 3 2+03+2 3 1 +03+1 4 1 +02+1 3 2+0+2 3 1+03 +1 4 1 +03 +1 3 2+04+2 4 1 +03+1 4 1 +03 +1 3 2 +04+2 4 1+03+1 4 1 +03+1 3 2 +C4 +2 4 1+03 +1 68.010 x 38.375 48.000 50.625 54.000 60.000 63.000 74.010 x 38.375 48.000 50.825 54.000 80.000 83.000 2+02 +2 3 1 +02+1 2 2+02+2 3 2+02+2 4 1 +03+1 3 2+04 +2 3 1 +C2 +1 2 2 +C2 +2 4 3 2 +02+2 4 1 +(2 +1 3 2 +C3 +2 3 2 +02+2 4 2+03+2 4 1 +C2 +1 1+02+1 3 2+03+2 3 3 2+03 +2 3 1+02 +1 3 2+03 +2 4 2 +C3 +2 4 1 +C2 +1 3 2+03+2 4 1 +C3 +1 3 2+04 +2 4 2+03 +2 4 1 +03+1 3 2+04 +2 4 1 +03+1 3 2+04 +2 4 2+03 +2 4 1 +03+1 3 2+04 +2 4 2+02 +2 2 2+(2+2 3 2+02+2 3 2+02 +2 2 2 +02+2 2+02 +2 3 2+03 +2 4 2+03 +2 4 2 +(2+2 3 2 +03 +2 2 +02 +2 3 2 +02 +2 4 2 +03+2 4 2+002 +2 3 2+C3+2 4 2+03 +2 3 2+04 +2 4 2 +03+2 4 2+03 +2 3 2 +04 +2 4 1 +03 +1 3 2+04+2 4 2 +C3 +2 5 2 +03+2 3 2+04 +2 4 1+03 +1 3 2+04 +2 4 2+04 +2 5 2 +03 +2 4 2 +C✓1 +2 Rend Op aft RK 411607 sr F.K . eaaaejc F.K. OwsnOF F.K. 2!28 c CGTBI.ESroaasa.EGT VALVES DUE TO ANCHOR CV. A0.1 Datc W/17ALS &13108 RaNicax 6 REW$E ANCHORAGE FORMAT. MEAD a ELL CLUSTERS Rm,Yhce A ADD SPACE DIMENSIONS 70 GLASS TYPES O MU L. CA"Ladee aft 3123/06 I 15707ECHNOLOGl DRIVE NOXOM 6. FL34275 P.C. BOX 1529 NOKOMIS, FL 34274 5 NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 -1/4" ELCO S84 CRETE -FLEX 3 -#12 STEEL SCREWS (035) 2. GLASS TYPES: A 5/16 LAM -(12" A.090, T18'A) B. 5 /16" LAMI - (1/8" A,.050,1/8" HS) C. 5116" LAN -(1/8' HS,.090, 1/8' HS) D. 7118° LAMI - (3116' A,.090, 3116° A) E. 7116' LAMI - (3118" 3/16' HS) F. 7116 LAMI - (3115° 113,690, 3116' HS) G.13/16' LAMI 143 - 1/8' OR 3/16' A, 5116 OR 311r SPACE, 5116 LAMI H. 13116 LAMI 113 -116 OR 3/16 A, 5/16 OR 3/8' SPAN, 5/16" LAMI 1. 13116 LAMI N3 -1/8' OR 3/16 A 5/16 OR 3/8" SPACE. 611 6 LAMI - J.13116 LAMI 10 -118° OR 3/16 A, 3116 OR 104 "SPACE, 7116° LAMI - K.13/16 LAMI 10 -1B" OR 3116 A, 3/16' OR 1/4 "SPACE, 7116 LAMI - L 13/16 LAMI 13 -1/8' OR 3/16 A, 3116' OR 1/4" SPACE, T116IAMI -(1/8 A490,118' A) -(1/6A,.090,18'HS) (118" HS,J180.1/8' HS) (3/16'A.090, 3116 A) (3/16 A,.090, 3116 HS) - (3/16' HS,.090, 3116 HS) 3. WINDOW ANCHOR QUANT111ES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD 8 SILL: 1012' MAX. ON EACH SIDE OF MEETING RAII. CENTERLINE. 18 3/4' MAX. FROM CORNERS. JAMBS: 9' MAX FROM CORNERS AND 2212' MAX. O.C. TABLE KEY: O 12403+21 3 ANCHOR QUANTITY PER JAMB I HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL 9" REF. MTG. RAIL EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) (3' MIN. O.C. ANCHOR SPACING) 18 3/4' MAX " (+--3' MIN. 9' REF. 1 83/4 "MAX. --► 1 1/2' TYP. I-.-3' MIN. MTG. RAIL EXAMPLE CLUSTER VW QTY. OF (4) ANCHORS PROM= REVLeRD VA wav:::', web Florida Building Colo " :. 5, Macao= No . Expirarioa D,to L..►LIE - //1 PIGT Visibly Getup, ANCHORAGE SPACING, OX AND XO WINDOWS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT vnwnmt Nam 4 earn ar,r NTS ( 10 • 11 (4127 - -10 Robert L Clark P.E. PE $30712 SktwNral A MIN. 3.41(81 CONCRETE 1x WOOD NOTE 13M' MIN. E.D.TYP. 2x WOOD BUCK, NOTE 3 • : • ••it NOTE 1® 1/4 JJJJJ MAX SHIM CONCRETE WOOD ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 2x WOOD BUCK, NOTE 3 -+ DETAIL. E 114' MAX. SHIM CONCRETE ANCHOR, NOTE 1 1x WOOD BUCK, NOTE 3 DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS 6 1/4' T�MAX SHIM • .: NOTTE 1® v 13/4" MIN. MIN. 3.4 KSI , E.D. rn'' CONCRETE DETAIL C 2x WOOD BUCK, NOTE 3 1 114' MIN. (1.5 KSI CMU) OR PER NOTE 1 ' (3.4 K81 CONCRETE) NOTES: Al. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED 114' ELCO L TAPCONS EMBED&D 1348° MIN. OR 1/4' SS4 CRETE-FLEX EMBEDED 1 314" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE LS 13/4•. FLATHEAD ANCHORS MUST BE 112TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI- DADECOUalTY. USE 612 STEEL SCREWS ((35) OR 114' SS4CRETE -FLEX WRH A 412 TRIMFTT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1112'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLE? CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 112' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A 812E TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 412 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. lF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHORTYPE2 MAY BE USED. 6. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDmON. J 13/4' EXTERIOR INTERIOR�% •R MN. ED &SILL DETAILS A, B, C, D, G & 14) —r INTERIOR (JAMB DETAILS E, F & I) EXTERIOR DETAIL H (HEAD NAILING .131DIA MIN. x2WNAIL AT CORNERS AND 5' O.C. TYPICAL DETAILS 0.H & 1. TYPICAL FLANGE FRAME SILL. SECTIONS F.(C avaaar FJL maetilg FIG 417&107 C ADD!. 1W I7W 8 REVISE EDGE DIST, , EMBEDMENT & $H7. REFERENCES STO &er Fit Dar SIMS woo matte A g iter o AADD NOTES OvOked 070 TECHNOLOGY DRIVE NOXOMIS, FL 34278 P.Q. BOX 15a NOKOMIS. PL 34274 _t :,.oq C-/ t -' -1/ SEE NAILING DETAIL G (SILL) DETAIL I (JAMB , TYPICAL INTEGRAL FIN FRAME SECTIONS act Visa!, Better ALUM. HORIZONTAL ROLLER WINDOW. IMPACT SegovVtdat HRTIO gas Me Half 91 s 11 7bM9MU. 4127 -10 I C Robed L Clark P.E. PE039712 Structures COUNTY COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODucr coNTRoLDIVASION MIAMI -DARE COUNTY. FLORIDA METRO -DADE FLAOL R SURD, NO 140 %%mai. PLAGLER STREET, SUITE 1603 FLORIDA 13130.3563 (305) 375 -2901 FAX (305) 372 -6334 NOTIC ACCEP'T°Al C (NOA)- wwwenia_midade.aevibuildingeotee PCB' Industries 1070 Technology Drive, Nokomis, F1.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accept by the Board of Rules and Appeals ) to be.used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AID. This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division < a Miami Dade County) and/or the AID (in areas °thee than Miami Dade County) reserve the right to have this product or material tested for etuality assurance putposes. If s fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the A13J may immediately revoke, modify, or suspend Meuse of such product or material within their jurisdiction. BORA reserves the right to revoke, this acceptance, if it is determined by I Miami Dade County Product Control Division that this product or material fails to meet the requirements ofthe 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 "PW 701" Aluminum Fixed Window — L.M.L APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, dated 7/141 03, with lastrevision "C" dated 03/31/10, prepared by POT industries, signed and sealed by Anthony L. Miller, P.E,, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile limped Resistant 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 We MA AO he ;onside* nag n ;newel 'den tete been elled therobuteen, no change in the vpficable building node negatively a t g the performanee 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 ofthis NOA as an endorsement of any pry for , advertieing or any other uses ill autematleally terminate this NOA. Failure to comply with any section o'er NOA shall be eause for telMktiltiOn 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 eopy ofthis entire NOA shall be provided to tire user by tire marufatturer or-lts distributors and shall be available for inspection at the job site at the request ofthe Building Official. This NOA revises NOA # 08- 1112.10 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted 4100MentilitiOn was reviewed by Cartes M.1it, P.& NOA No 10- 0504.05 Expiration Date: February 19, 2014 Approval Date: September 22, 2010 Page 1 PGT Industries NOTICE._ OF.ACCFPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's .die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 8 of 8, dated 7/14/03, with last revision "C" dated 03/31/10, prepared by POT Industries, signed and sealed by Anthony L. Miller, P.E. B. TESTS "Submitted under NOA # 08-1112.10" 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum fixed windows of various shapes, preparedby Fenestration Testing Laboratory, Inc., Test Report No. F FL-3835, dated 07/18/03 and Test Report No. FTL -385G, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification calculations, complying with FBC - 2007, dated 08/18/10, prepared, signed and sealed by Anthony L. Miller, P.E. "Submitted wider NOA # 08- 1112.10" 2. Anchor verification, comparative and structural analysis, dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 3. Glazing complies w/ ASTMb- 1300 - 02/04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 08-1112.10" 1. Notice of Acceptance No. 06 -0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21 /11. 2, Notice of Acceptance No. 05-12 .02 issued to E.I. DuPont DeNeuzow o for "DuPont Butacite PVB ", expiring on 12/11/2010. F. STATEMENTS "Submitted under NOA # 08- 1112.10" 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11-06-08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports. E -1 ornen° Carlos NE trera, P.E. Product Control Examiner NOA No 10-0504.05 "Expiration Date: February 19, 20114 Approval Date: September 22, 2010 NOTES: SERIES ,301 ALUMINUM, FIXED WINDOW 1, DIRECTIONS FDR USE: Ai DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SP ET 2 (DEPENDING ON YOUR GLASS TYPE)., _ QUANTITY OF ANCHORS REQUIRED TO ME THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR MOOD UBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES, SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 ICI INSTALL PRODUCT, REFEREINCING NOTES FROM SHEETS 6 At 7. 2 DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E1300 -02, 3- SECOND GUST. POSITIVE DESIGN 1_DADS BASED ON WATER IL. 1 :PRESSURE AND AS-TM E1300s02, 3– SECOND GUST. 3. ANC ORAGE: NE 33-1/32 STRESS INCREASE BALM' BEEN USED I4 THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT CLIME INTO CONTACT 1VITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA JILDING CODE. CURRENT EttnoN: LOAD DURATION, CD, OF 1.6 WAS USED IN WOOD S }JBSTKiATES 'MTHLY. 4. $BUTTER REQUIREMENT_ NONE REQUIRED 5, . MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. C -90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. Kt] PER ANCHOR TYPE, SEE SHEET 7. 6. REFiaRENCE'S: TEST IIEPORtS, FTL -3835 & FTt. 3600, NOA: 0e- 0425.01 (ULTRACOtt), 030225.05 (CRETE – FLEX), ANSI /AP&PA INDS -2005 FOR W000 CONSTRUCTION. ADM -2005 At.JMINidM DESIGN MANUAL. 7, THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH 111E RE($UIREMEN1S OF THE FLORIDA STALLING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE TIE PRODUCT IS NOT PLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY EITHEROi MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPQSE1 ON THEM BY THE WINDOW. 9. NARROW U Ti�NT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTJLLAT1 N ANCHORS SHOULD BE SEALED. AIESIVE SEALANT SHALL BE USED BETWEEN SUP3e9TRATE AND FLANGE OR Hitt. CAVERALL SEALING/FIA' HING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE CHINE 6Y OTHERS:• 44-1/4" VISIBLE EIGHT 12. -'7 /B° MAX. O.C. 92- /4' VISIBLE LIGHT 98° FLANGE TO FLANGE 12 -%/8' 1 1 6" J 45° FLANGE MAX. TO FLANGE �� 2° MAX. J 48° B SO 1/4' FIN TO ON TYP, FLANGED FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) 98 1/4° RN TO FN 5° MASK. O.C, �-I WIDTH 11--- 1 NTH 1-+-- _ I � is NAA DING T I,E q•F CEO GENERAL NOTES..., 1 ELEVATIONS, FLANGED...... ». 1 ELEVATIONS, /INTEGRAL FIN 1 DESIGN PRESSURES, FLANGED2 DESIGN PRESSURES, FINNED2 INSTALLATION, INTEGRAL FIN..–3 CORNER ASS'Y, 1NTEGRAI FII43 INSTALLATION. FLANGED–, ..... 4 CORNER ASS`Y, FLANGED, 4 INSTALLATION. MISC 5 ANCHORAGE.,_ 6,7 EXTRUSION PROFILES 8 PARTS DST... 8 (TESTED UNIT) OTHER SHAPES AS SHOWN IIELOW OR SIMILAR, MAY k USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. I+ Wdtlani 'I J !r WIDTH - ---Ii— 6+---- ANOTH – —+-I :WIDTH `k+- -- WIDTH – ^^^�I Pa- MTh w F+- WIDTH W1DTH N-- WIDTH —1 FIOFkYand d Windows Mex1Mum DOW n � Pressure op psfj 7/i €kMt1;11/16HS +.090PYR.3/1ES45 7116iip u 3/IE3- 7/15AGI- 3dl5I5 - ,D4GPYB- 3/16NS "J 7/t5t�n6t3J36A-A9GPV8+3/ibtffi 7 /lslbntltc3n a- 7/16M5.3,t5A •.t4GPV5- t/16VIs IA° or'79° Dirnendion (In) r 24 30 42 4 54 87.875 87.875 b IG 35 80.0 80.0 80.0 80.0 900 : 80.0 80.0 80.0 48 .0 80.0 80.0 Elio 8040 80.0 80.0 no 80 80.0 80.0 80.0 80.0 80.0 71.1 71.1 040 87.875 80.0 _ 80.0 80.0 88.0 80D 71.1 84.0 821 72 - 80.0 80.0 80.0 85.0 70.3 71.1 84,0 76.8 76.8 80.0 80.0 80.0 840 751.0 70.0 84.0 1 84 80.0 80.0 80.0 743 80.3 63.0 85.3 80.0 80.0 80.0 78.5 87,4 $2.8 08 98 80.0 80.0# 77.2 84.7 502 108.7 109.7. 80.0 80.0 72.3 583 MI 120 120 60.0 1 80.0 70.4 111111 128 128 80.0 ': 80.0 70.0 80.0 80.E. 145 85.0 , 80.0 FF4and Fldnged Windows Igat(Imum Design Dre8$ure j+/° Psf) 7/i €kMt1;11/16HS +.090PYR.3/1ES45 7116iip u 3/IE3- 7/15AGI- 3dl5I5 - ,D4GPYB- 3/16NS "J 4A' or 8° lion tic 24 36 4 54 80 87.875 Z Ei Is QJ 80.0 80.0 110.0 80.0 80.0 80.0 80.0 030 48 . 88.0 80.0 80.0 8.0 800 80 k 80.0 8010 50 80.0 80.0 83.0 80.0 80.0 71.1 71.1 84.0 e 675 80.0 80.0 80.0N 80.0 800 71.1 84.0 621 72 80.0 80.0 80.0 80.0 80+0 71.1 84.0 76.8 80.0 50.0 80.0 0 80A 71.1 84.0 80.0 80.0 80.0 80.0 800 71.1 80.0 80.0 80.0 80.0 : +A) 71.1 . 08 90.0 60.1 80.0 �.0 80A 108.7 80,0 80.0 80.0 MI 120 A 80.0 80.0 IIIIII 111111 128 ;r,.0 80.0 80.0 •111111111111='. 80.0 80.E. 7 /1s`ime SASS NOMINAL 3 /t6` NNEALED OFD HEAT sitammitED MASS . YB PN ausats RAFLEX KEA E WI s NiSAIA STRLAORMARO MAIM 7/1 6" LAMA GLAZING DETAIL FLANGED O INTEGRAL. FIN FRAME (FLANGE FRAME SHOWN) 7/15' LAM GLASS N8149NAL 7/15' AIR $PACE a/} s> N� D Sins stts u OM, 1 or um GLASS NGIIDUL Am& avow swam •In 5 KIMP5AFT MAMA We RITE:MAYER Vr1d&GMED Buss N0M 1- "1/16' LAM1 1;G, ,GLAZIN.0 I).ETAI4 KLAN E I OR INTE RAL, F]J'l FRAME NOTES: NTEtRAL FIN P'RAME SHOWN) ["A" & "B` DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. m n. �--- - "13° MM. °A" Dik. 1 1, ANY ONE SIDE OF THE WINDOW CANNOT r ®E MORE THAN 145° NOR CAN THE WINDOW AREA EXCEED 32FTt. 2. FOR SIZES NO7 SHOWN, BOUND UE TO TEE NEXT AVAILABLE WIDTH OR .- 1C1-1 DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SYZE IN THE TABLE ABOVE WHICH THE i3VERRLL WIDTH AND WEIGHT 0IMEN451QNS dOMPLETELt FIT WITHIN., 4,, THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS °A• AND "8") MAY BE REVERSED 30 OBTAIN A MORE ACCURATt RESULT FROM THE TABLE ($EIt FIGURE, THIS tHEET), 3/31 'tB° DIM. 070 1'ECHN0WGY DRNE N. vIttac& .HL 34275 0.0. KM NOI4OMI5, d7. 34274 GrAZ 4G M l7E WINDOW 1MPACT 474 sadaucrgensw e wa>Il1. tip A' x ■ Z, * : $o. 58105 Ct. + pia 7ez8/ M.Il r0.'P. t E4 5675 INStALLATICN DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FRAMING .131" (1/8 ") X 2 -1/1" NAIL, WITHIN 2" OF CORNERS AND 5' 01. .375" MIN. F•EDGE DIMANCE MAX. f WINDOW HEIGHT • MAX. VISIBLE LIGHT OPENING INTERIOR SEE ANCHOR GUIDELINES, SHEET 6 1 3/8" MIN. EMBEDP4ENT 2X WOODIJ SUCK OR FRAMING 1/4" MAX. SHIM 1/4" MAX. SHIM —01 SEE ANCHOR GUIDELINES, SHEET 6 2X W00IT BUCK OR FRAMING !t4TERIOR .131" (1 /B") X 2 -1/2" NAIL, L.375" MIN. W THIN 2" OF --/ EDGE )DISTAItICE CCRNER§ AND 5 0.c. 1/4" MAX. SHIM SEE SHEET 6 2X WOOD SUCK OR FRAMING VERTICAL ,SECTION 0-0 9th° CARNE, ASSEMBLY NOTES. 1. USE ONLY NAILS PER ABOVE. O$ ANCHORS USED ON SHEET 6. FOLLOW EMBEbMENT AND EDGE DISTANCE .LIMITS. J.R. FteNul art BY F.K 711410 ). �•y i rL(1i 070 OHNOL0GY DRIVE N. , Ft. 34275' P.. GQx 1529 N o IS, F1. 34274 18-2 170 21 MAX. VISIBLE LIGHT OPEPIIING MAX; WINDOW HEIGH'? HORIZONTAL SECTION C -C MERE FRAME WITH INTERIOR AND EXTERIC1t FRAME WELD§ (SHOWN) 591 CORNER KEYS AT ANGLED CORNER ASSEMB Y 1-3/8' WIN. EMBEDMENT ALUMINUM' PICTURE WINDOW. IMPACT PINL701 NTS . « $ 4 42694 MIAMI= kiEVISED as No 00 wil IB11JJ, �%•• 4 Lv Is N 4414 ,,, j • , cif ,...4' IWO P.E. #58705P.E INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES SHEET 1 MIN. CONCRETE KSI PER ANCHOR TYPE, --r, SEE SHEET 7 OR 1.5 KSI MIN. tOMU "1X WOOD BUCk! 1/4' MAX. SHIM 2X WOOD BUCK OR FRAMING IX WOOD BUCK - 1/4" MAX. SHIM SEE ANCHOR GUIDEUNT, SHEET 7 MAX. WINDOW HEIGHT SEE ANCHOR GUIDELINES, SHEET 6 HORIZONTAL SECTION A -A ov 21 INTERIO+Z SEE ANCHOR GUIDELINES. SHEET 6 SEE ANCHOR GUIDELINES, SHEET 6 TERIOR 2X WOOD BUCK OR FROMNG VERTICAL SECTION B -B MITERED FRAME WITH INTERIOR AND ZKTERIORR FRAME WELDS (SHOWN) OFr CORNER KEYS AT SCREW BOSSES S0° CORNED ASSEMBLY AN' L D CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS USTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN 1HE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS 15 LESS THAN 1 -1/ ". IX WOOD BUCKS ARE OPTIONAL IF UNIT tdAN BE INSTALLED DIRECTLY TO SOLID CONCRETT WOOD BUCI46 DEPICTED AS 2% ARE 1 -1/2" THICK OF GREATER. INSTALLATION TC THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEER BY OTHERS OR AS APPROVED BY AUTHORRY HAVING JURISDICTION. ALUMINUM PICTUitE WINDOWS IMPACT NTS . 4 0 8 119I$C INSTALLATION DETAILS FIN FRAME WITH FIN REMOVED • ,r SEE ANCHOR GUIDELINES, SHEET 6 FIN FRAME WITH FIN REMOVED INTERIOR it j I SEE ANCHOR GUIDELINES, SHEET 7 FU. FRAME WITH FIN REMOVED RI I .r"f SEE ANCHOR SEE ANCHOR GUIDEJNES, GU SHEET 7 SHEET 7 SHEET 7 4NTERI("1Rj���� `I 5. INT 1/4" 1X t1OOO BUCK 7 WOOD ! SH 1,4" i MAX. � 1/4" MAX. SHIM I ��I !!� MAX. SHIM ���r �i�'I� 4 r�i���!!� SHIM I ri l� l� �� ±! ., .. rlr 'Rum �._^� +a _.""� mow SEE ANCHOR • 1 3/8" 'MIN. EMBEDMENT r. ;� SEE ANCHOR • q w GUIDELINES, r ;. GUIDELINES, '. •� SHEET 7 '7 '� r^--;i + C <.. . • e .d' I�. ••.;: sl ! SEE SHEET • '.•` s e.. MIN. CONCRETE K51 GUIDELINES, .: •. EUNES 2X WOOD BUCK OR FRAMING SHEET 7 , ^ • PER N5,HCOR SEE KSI PER 7 MIN. SEE SHEET 7 EQUAL LEG FRAM T EQUAL OR 1.5 KSI MIN. CONCRETE KSI PER ANCHOR TYPE, OR 1.5 KSI MIN. CMU SEE SHEET 1 OR 1.5 K51 MIN. CMU LEG .FRAME EQUAL L C FRAME FLANGE FRAME (OTHER ,FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FLAMES SIM) PRECAST SLOPED SILL 2X WOOD SUBSTRATE 1X. WOOD BUCKSTRIP DIRECTLY TO MASONRY 1 -3 & MIN. 1/4" MAX. SHIM / EXCLUDING POINT 1/4" MAX. SHIM 1 . 2X WOC?b BACKER 1/4' 1.4AX. Sf1�t4 � T2 STEEL —r a 1/8" NO,M. MIN. ''<..�� ■ r i 412 , STEEL ly 1 STEEL % 1 je" NOM. MIN. 012 STEEL it I Je SE SvRl (G5) USIE• SAME DUMMY S SPASy`ING AS _ l_ II" SELF—DRILLING �� SDR (G5) , 1! 1 - 1 SELF DR NG f ���: ._...__...__.:_ SEL S (G5) III i� a — ..._.. USE SAME USE SkIv1E ' USE VINE !� ANCHOR �+� ANCHOR �� f 1 ...MOW QUANTITY, �, �s ANCH*IR OUA i� � � SPAC1pG SPACING / �� AS l- -- SPACING 8� EDGE S NG di } —11-114-11111L---- a* SPAGN� AS INN S lei "' #12� STEEL —'�� #12 tTEEL "j'''1 _ DISTANCt AS S5REW EXTERIOR SCREW =MR #12 STEEL � '.1.111R ¢12 STEEL E 1I 91QR SCREW EEO= (SHEET 6) 1' DADS APPROVED MULLIDN (SHE 6) METAL FRAMING SCREW 1€ Et U.—LENGTH, WOOD (SHES 6) (SEE SEPERATE NOA) A36 STEEL: Fy ..36 KSI MIN. (SHEET 6) BACKED STEEL STUD STEEL STUD ALUI INUM: 6063 -76 MIN. .125" MIN. WALL THICKNESS ALL GAUGE THICKNESSES •Fy.33 KSI MIN. .125" MIN. WAL_ THICKNES (ATTACHMENT BY OTHER) 18 GA MIN. FLANGE FRAME FLANGE FRAME FLANGE FRAME FLANGE FRAME (OTHER FRAMES SIM) (OTHER FRAMES SIM,) (OTHER FRAMES SIM.) (OTHER FAMES SIMA) ALUMINUM MILL SUBSTRATE STRUCTURAL .STEEL SUBSTRATE STEEL S- D/WOOD SUlaSTRATE STEEL STUD, SUBSTRATE NOTES • 1 ilk I 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WbOD BUCKS DEPICTED IN THE 1ECTIONS ON THOS PAGE AS 1X ARE BUCKS WH5SE TOTAL THICKNESS 15 LESS THAN 1-1/2". 1X WOOD DUCKS ARE OP71 IF UNIT .^•AN KEE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DF;PICTED AS 2X ARE 1 -1/2" THI5K OR GREATER. INSTALLATION TO THE SUBSTRATE OF W00I§ BUC2CS TO BE ENGINEERED :B'H OTHERS DR AS APPROVED BY AUTHORITY HAVANG JURISDICTION. 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT 70 THt WINDOW FRAM. 4. e APPLICABLE, LRWER DESIGN PRESSURE FROM EITHER WINDOW OR A4ULLION NCIA APPLIES TO 0-10LE SYSTEM. .• . Red By• . 1 gate 31/10 C CVM WANp y�OR 7JON 7'O IN6111 1A ? N . R LARGEF. 1070 TECHNOLOGY DRNE CE, 34279 N. FL P.O..BQX 152>d NOK0&ils. FL 34274 Vaaatp INSTALLATION, MOP-0 FRAMe tt $r Do / ri9x ALUMINUM PIC i1DO>l+�%, IMPACT Or Dt wn 9p RIC r *oohea 6y!lota 1 ': kriwOokek PIV-791 III W 8 Waring Ka. 42+594 e Head, Sill and Jamb. Anchor Quantities into Woi3d or Metal (Anchor Types 1-4) Anchor Type °A° or °B Dimon Ia (in) 3D 11141114 6 131313111 87.875 7 6 •�j�,i4. U 2 r111111111417311111111111543 2 UU U4 uuOOQ 3Q00003 4PAULI4U4U0000U00003 3 OOOIu000E100uu000u0 #1I, Steel screw (G6 • a Jelrtb HeatYSOI MI.Iamb Head" 60 4 4 5 UUUUU 0.1 00LI000�0 5 ULM 6 UD�U�I tit Steel screw (G5I 5 6 IJUEILI 5 7 U 7 O13QE1000OQ 136 6 6 5 60000U8UUa 0.984 3 0L11313 5 13 5 5 0U00 7 UU 8 UU13 St Stud, er 33 6UfU7ULM 7 6 ©6 0 7 6 Headls8l 11313131131013131 OOQOOi3ULI ��� �����©© A38 Steel �0013� Lt0070C': 7 OiiO1ci1+1013013L11 UUUOO�iU s i/11O1fO11'i0�0 8 7 S. Pine 1° 0 6 (J0 7 0 7 ©13 7 7 . 67.876 lieedlS01 1.3/5° • LILIUUUQ 5/'l9° Steel itlracorP S. Pine 1.28° 1.36° 00 ®��Q 1111O13Q1111313131113101 8 x 70 0 9 a UU Mini Hewn J DM Hea1USil 131E1131313111 1311/13131311/11115113101011313 fQOO 3. 0413 3 4LI 4 E1 4 E 5QUJ^0' 6 UU 6I1DU7DEW 8 IJUU0 3 1310 S Q 5 0 5 5 00 8 6 7 0 70 7 0 M� 6 7 8 UU 7 Li 8 UU UU 9 1] 8 'O 10 9 8 6.�0 1013 id 0 EMU He10616 11M111=111111 Na401SlI 0 130 7 000000 2 OQE11E10131 4 13 6 00 15 000 8 131�3ry UiiiUUU 8 El 7 0U0 3 ©0 0 8 00 8 4 0 4 000D� 5 E LIIIU 6 96 8 LI 1313130E11313E1 10 LIU 8 15 UMW. 4 uunuuur�i MCI 1O UU 9 11 �_ 6 fl N Hes01861 109.7 1131 00 10012LIM 10 go 10 00:3 10 111 ®l U UQQ00U0030 $ . Width arid Height dimensions maybe reversed to locate anchor quantities on the table. if so, the Head/Sill and Jamb rows mutt also be reverled so that the banger dimension gets the most anchors. 1490/861 120 10 10 gi 10 10 18 10 4 mum 00© Heself81II K 2 ©ppp 3 426 ���1B 12 13 EMU 13 t1e4rtts e MU 2 013®3 4 3 QO 145E311:11DIE® 12 L1E3 Head/Sill 2 2 2 3 3 3 3 NOTES: 1. ANY ON€ S I* OF THE WINDOW CANNOT BE 'MORE THAI., '1454 NOR CA THE WINDOW AREA EXCEED 32FT'2. 2. FOR SIZES NOT SHOWN, ROUND Iii TO THE 1NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHtTE. TURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE liWilt4 THE OVERALL WIDTH AND HEIGHT DIMENSIONS'COWPLETELY FIT WITFIN. 4. 711E WINDOWS WIDTH AND HE)GHT (DIMENSIONS "A* AND 18°) MAY BE REVERSED TC OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. c crier =7P. . vL, y 40.74. 4 ¢ i INFO-, +A{' +.- -'DER , r+ °B" DIM: Anchor, Anchor Dem:dption Substrate Min. Edge Gistance Win. EmI Cd- meld #1g1 Steel screw (G5$ S. Pine 0.884" 1.315" #1I, Steel screw (G6 • S0. Stud, far 33 0.324° _048'/1&3a #12,, Steal screw (G5 Alum. 8033 -T8 0.324 0.1 tit Steel screw (G5I A36 Steel ,,, 0.324° 0.15" #14, Steel screw (05) S. Pine - 0.984 ', 1.315' ' 2 #14, Steel screw (G5) St Stud, er 33 0.381" .0431180a 814, Steel screw (G51 : Alum. 8383-18 0381° ! 0.125" ; #14,, Steel spew (C4 A38 Steel 0.351° 0.125" 3 1!4" Steer liitracon • S. Pine 1° 1.375" 1144 C SSGr tGFIE S. Piste 1° 1.3/5° • 4 5/'l9° Steel itlracorP S. Pine 1.28° 1.36° °A° & "B" DIMENSIONS MAY BE DRIEN:'ED VERTICALLY OR HORIZONTALLY AS SHOWN.° "B° LrM. DIM. L ALUMINUM PICTURE WINDOW IMPACT Bead, Sill and Jamb Anchor Quantities into Masonry (Anchor Types 6-7) Anchor Anchor Description Anchor Type ft or "B" Dimension (b) 24 30 38 42 48 54 80 67.875 Anchor Location' 5 8 7- 5 8 7 5 6 7 5 8 7 5 8 7 5 6 7 5 8 7 5 6 7 _ A ic ill in iniJamb 60 Jamb il 3 3 4 4Uunnjou©4U ©4 4 3 aim 4 f 1121 5 7 6 Head/6111 Head/Sill Jamb u2 2 3 3© 4 4 3 �+ 13111 6 13[110 a IOC 6 5 5 ��0 6 7El6 c 7 lil 4 6 4 6 5 5 6 6 5 ® 2 2 3 ' 3 5 UDQU 6 7 DEISM 8 e pm au 8 6008 508U 7 pun Ha�sal �� UOQIJQfS 7 aDUO a 5U7 67.875 Jamb 7 6�©m4 ®Uiju� a1 2 2 2 3 3 �13 ® ©Q� 5 4 6 8 dap° nap B 8 7 � Jamb od 8 8 7 UUUUO©® 9 7 QLI©111;1Q 7 Head/Sill 00 2 3 3 Eli 4 4 3 nom 5 Q 7 eau 6 8 Jamb 8 7 7 8 7 0 8 8 7 000 9 8 UUUUU CI 7 8 U Head/Sal 2 2 2 3 3 n 4 1:11E11311113 8 5 B D0UU 84 Jamb n 7 9 8 7 9 8 700010 3 Ella 4 6 8fl10up 5 5 7 6 Q 0U 2 3 3 3 4 4 .3 Jamb 9 ©7 9 8 7 ®9 u� 10 8 0 IQ UU 0 6 Head/Sal 2 3 3 3 ©6 4 3 5 5 a 5 6 7 Jamb mQ 8 10 9 8 10 ma 10 L7-� 9 11 0 9 Head/Sill ii 2 2. 3 3 3 4 4 1E1 5 LW 6 6 6 109.7 Jamb m 9 9 12 10 1313LU 12 10 u 10 o Head/Sal El 2 2 3 3 ©QQU 10 13 11 10 Q * 120 Jamb mm 10; 13 11 tMldttl and Height dimensions may be reversed to locate anchor quantities on the table. If so, the Head /Sill and Jamb rows must also be reversed so that the longer dimension gets the most anchors. Head/Sill 2 2 2 3 3 3 0 4 128 Jamb 13 11 11 13 12 m� Head/Sill QQ 2 3 3 ©U 4 3 145 Jamb 15 m® Head/Sill 2 2 2 3 3 3 NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145" At412 HAVE AN AREA OF MORE THAN 32F". 2. FOR SIZES NOT SHOWN, ROUND ILE TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION, 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY f3E CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. F A" DIM. _L Anchor � Anchor Anchor Description � Sutrata • Edge tDistance ken. *Embed - merit 5 114" Steel Macon Hollow Block 1" 1.25" 1/4" Steel Ultracon ' 2.7k Concrete 1" 1.375" 6 114" 410 SS CreteFtex Hollow Block 1° 1.28" 1/4" 410 SS CreteRiex 3.35k Concrete 1" 1" 7 5/16" Steel Ulttacon Hollow Block 1.583" 1.26° 5118" Step Ullman 3.5k Concrete 1.25" 1" "A" & "13" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. �+--- "13" DIM. - ----►f F'°_ DtAAl. 1 "B" DIM. NIktti7C 11111/13ED aseemplyirgerithdefilaride lkiNSaseces tits s. Cr Flood 'By: Dole J.R. 301/10 Mesa by: NNW V IC 4/3/07 Raved By: Ca4r Ravishing: C Realer= ORAM71ON F012 LARGER WfNCO8S IK)N 717 INCLUDE EIS' SHEET Amide= FJC 7114114 Cha"Lod rootia 070 TECHNOLOGY OWE N. vENICE, R. 342.75 P.O. BQx 1929 NoKDMIS, rL 34274 Saanarsthrra ANCHORAGE, MASONRY SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT dAd< l NTS 1 7 � 8 m 424 I C T1f A Lynn Miller. P.E. P.E 56705 1NTEGRALL FIN FRAME MATTL; 6063 —T5 DWG NO. 4256A x.870" .050° --►{ 7/16" _LAMI GLASS BEAD to MAT'L: 6063 -15 DWG NO. 4255 1 .975" 1 -1/16" LAM! P.G. GLASS BEAD INSTALL. FASTENER COVER �1 MAT'L: 6063 —T5 15 DWG NO. DWG NO. 4254 FLANGED FRAME ��;; `-1 DWG NO. 4253 ITEM . DWG # PART* DESCRIPTION 1 425& 64258 Integral in frame head, sill & Jamb 2 4253 84253 Flanged frame head, sill & Jamb 7 1155 781PQX #8x 1 Quad Pl1 SMS stainless steel 8 Schnee- Morehead SM5504 acryl -r narrow Joint sealant or 10 4255 84255 7/16 lama glass bead 11 4254 84254 1 -1/16 lama I.G. glass bead 12 1224 6TP247 Vinyl bulb weatherstrip (thick) 13 4224 Installation fastener ever 14 Cow Coming 899 glazing sealant or equhaleni 15 Dow Coming 995 silicone structural sealant, black 17 7/16" tam' glass` 3/16" annealed - .090 DuPont Butacite or Sallex KeepSafe Maximum PVB intedayer - 3/16" heat strengthened 16 1 -1/16" lami 1.G. glass 3/16" heat strengthened outboard - ` 7116" airspace • 3/16" annealed - .090 DuPont Butacite or Safex KeepSafe Maximum PVB interlayer - 3/16" heat etmngthened 20 4262 84262 Architectural comer key 21 7116" lama glass 3/16" heat strengthened - .090 DuPont Butacite or Safiax KeepSafe Maximum PVB lyderlayer- 3/16" heat strengthened 22 1 -1116" lama I.G. glass: 3/16" heat strengthened outboard - 7t16" airspace • 3116" heat strengthened - .090 DuPont Butacite or Salim KeepSafe Maximum PVB intedayer - 3116" heat strengthened Rend ar Daim J.R. 3/31/10 mat or tlala Ree•kkr.X garAflEMILAIFER DOW . !NCW Rand ar Data: F. TJT•1813 1070 TECHNOLOGY DRIVE N. VENICE. n. 34275 P.O. BOX 1529 NOXOMIS, • F1. :4274 _E1C7RUSION PROFILES & PARTS UST ALUMINUM PICTURE WINDOW, IMPACT 9u+"1 8555 1� orw9no Ne. 701 NTS 8 a 8 4259.4 OICOUCTUVISED as QM** isitb ea /With Beim eddy COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 Scow: This NOA being issued under the "hie 1 regulations i tto of con=eidou r 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 (A133). This NOA shall not be valid after the 'on date stated below. The i 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 =Opted manner, the manufactener will incur the expense of such testing and the MB may 'immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by -lam Cozy Produet 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. DESCRIFIION: Series 1"X Heavy Wt Talmo L.M.L APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/306, prepared by POT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Renewal Stamp with tl Nutice of A e . ' by the -D Cooly Produa Control Division MISSILE IMPACT RATING: Large and Small Missile Impact 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 c this --40 a' 1...0 b ielte ..a eerie. - .. :....w.... i..... 8....... fled .i there 9...., 1-eera n . X14! Y ` U1 tiU 1 i J? �U U be i:R,rBS11AL7 Qt eerie,— ct LGat W 4L q pu�+acavu has i a filed and there uaa wa u sw 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 shah 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 and revises NOA # 04-0528.05 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The ntun tie i ds un rstatinn was reviewed by Jaime D. Ca , P'tI MIAMI DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 14011 FLAB Milt St= 1.x'003 MIAMI FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375 -2908 3IM y build ecx:m NOA No 06. 0125.07 Expiration Dal= June 28, 2011 Approval • July 20, 2006 Page PGT Industries NOTICE Or ACCEPTANCE: EVIDENCE SUisMiT ED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "I" Heavy Wail, .Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04128/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a ix 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under iv-OA W 04-0528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of foxed alum windows (00 configuration) 80" x 76" mulled together with a ix 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under 1410A # 04- 0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0100 configuration) mulled together with a lx 2 x3/4" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, "Submitted under NOA # 04-0528.05" C. CALCULATIONS i. Revised Anchor Calculations and structural analysis, complying with ri3C- 2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. Gaston, P.E. Chief, Product Coniral Division NOA No 46.01201 Explradon Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ii. QUALM ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed. by Robert L. Clark, Y.B. G. OTHER 1. Notice of Acceptance No. 040528.05, issued to PGT Industries for their 1" x Heavy Wail- Aluminum Tube hipped Mullion, approved on tYI/I I2UU and expiring on 06/28/06. E -2 Jaime D. Gascon, Chief. P.E. Chie Product Control Division on NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 . 4NCHORS DET4l. 'C" OR "Go' Ai' 80TH \ NDS AND AT BOTTOM AFICHORS DETAL: A ANCHORS DETAIL A MU WON - -W W = W1+W2 H - H1 +H2 f2) IVINDOWS &MULLED iY /ONE ABCIE FOR DEJ ERMINI NG MAX ALOWABLE DESIGN DRESSURE SEE TABLES ON PAWS 5,6 &7 111) MAX OPINING m H OR MI+H22 MULL LENGTH = W 01? r ?l +W2 M2) 414X OPINING = W 01? 61 +W2 MULL LEW'GTFI = 111 a.v 1. 1 E 33 1/5Z STRESS INCREASE HAS 2. 3, 5, 6 ANLI 7. ANCH7RS DETAIL "ir. "C' G'R D' AT BOTH ENDS AND AT BOT7rMS ANC1- DRS DETAIL ' $ , C" OR D° 80TH EAD5 ANCHORS DETAIL "B ", "C" 0;d D" BOTH ENDS Jb tULUONS FMULLION 1 H = H1 +H2 (1) WIIVGOW MULLE2 W /ONE ABQVE FOR DEIERMLWNG AM ALLOWABLE DESIGN PRESSURE SEE TALES ON PAGES A 6 & 7 MAX OPENING- H OR Ht +dd2 MULL WVGTh' = W W W 1 +W2 +Wi∎ H •= H1 +H2 MULTIPLE WINDOWS WULL ED W /NE ABQVE- FOR DE1ERMIN1 MAX ALLOWAERE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 11.3) M4K OPOONG = 11 OR H1 +H2 MULL LENGTH W 01? W1+&24W3 M4) .IIAX OIr'RI = W1+W2 01? W2 #W3 MILL ILL LENGTH = 111 NO3` BEEN USED IN THE DESI aN OF THIS F7??ODUCT. w W 4141+W2 (2) _WINDOWS MULLED TOa;PETHER FOR 0E7ERM1MNG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PALES 5,6 &7 MAX OPENING = W OR Wl +W2 MULL L SIGTFI = FOR ANCHORAGE' TYPE, QUANTITY AND LOGA770NN, REFER 2. VYNDOWS AND DOOMS OR COMBINATIONS INEREOF AMY BE MULLED ro A MAXIM;IM OF (7) UNITS. J. PULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLUCAT7O!NS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTR0 WF NOA: 04- 0721.01. 03- 0225.05 ANSI /AF&PA iVDS -2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESISN MANUAL 5. 711S PRODUCT HAS BEEN DESIGNED & TESTED TO COOPLY WITH TH.: REQUIRE MINTS OF THE FLORIDA BUILDING CODE; 2004 EDITION FOR THE HIGH VELOCITY H' JRRIC4NE ZO11E (HVHZ). 6. W000 BUCKS E ?Y OTHERS. MUST BE ANC140REO PROPERLY TO TR.NSrER LOADS TO THE STRUCTURE. • TO SHEETS' TO BE USED fiya 1VITH PGA' INDUSTRIE ; PRODUCTS 5' , 06 NOTES 5 &.6 5 /06 -411D liGL REFS. r�ooarr,et :dais..�1� AOl1,11gali _ .+ k ■ >r PE 097 142P� swctur 1" HEAVY WALL, ELEVATIONS fora =mom? DP Fl. ALUMINUM TUBE CLIPPED MULLION P.O. I X 1529 VOKOWw FL .14274 MULLS 1 "r 7 Id'°' 6221 PGT 7x MULLION ,,.. 2' OR A:w, MULL. 1" MULLION CUP. CDT FLANGES OFF C iP TO FORM A II" CHANNEL MID INSAL.L AS SHOV 01 PGT' 1x MUL.UON FOR 1" MULL WOOD BUCK 2k+) #12 FH SMS STAG.:ERED ON OPPCSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE I1OTE 3 PGT ix MULUO WOOD BUCK REMOVED TO CONCRETE #72 SCREW, SEE NOTE 3 SEE NOTE 1 f RICK 2( h.y TYP)I ,P SEE T • • NOTE .121.CIALMULION TO MULLION INSTALLATION. DETAIL ,A.' z° OR 4' 012 FH SMS STAGGERED T Ix Aa11LUON ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTES 2 & 3 unw SEE NOTE 3 :iEE NOTES 2 &3 ANCHOR EMd3ED. SEE NOTE 2 1 '+ e b'. I.rULUON TO dviRUCTURE 44Li NOiE2; VOD RUCK. DETAIL "8" 1. FOR CONCRETE AFPLICATIONS III MIAMI —DADE COUNTY, U5'E ONLY MIAAa1 —DADE COUNTY APPROVEC' ELCO 1/4' TAPCONS OR '1/4' S54 CRETE -FLEX A+ASONRY ANCI,ORS MINIMUM DISTANCE FROM CENTER OF ANCHOR'S TO CONCRETE EDGE ;Er IS 2 1/2" MIN. EMBEDMENT: TAPCONS 1 3/4'. CRETE —FLEX 1 3/4" NCTE 2. FOR WOOD APPLICATIONS USE , f 12 SCREWS, ELCO 1/4' TAPCONS OR 1/4' S54 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCF'OR EMBEDMENT TO BASE SIATE'RIAL SHALL BE BEYO110 WALL DRESSING OR STUC:O. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7 FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTIT7' OF PINNING SCREWS FO,? MULL - TO—CUP TO BE HALF THE QUANTITY OF ANC 1ORS FROM %IP —TO— OPENING (MINIMUM OF 2 SCREWS PER CUP). 5, j 4TANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FM PICTORIAL REPR ESENTATION C RILY. FOR CORRECT QUANTITY OF ANC'h'ORS, REFER TO CHARTS 1 THROUGH 4 ON SHE?S 5, 6 ANLt 7. FIND THE APPUCABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING COND'TTONS NOT SFJOWN IN THESE DETAILS IRE NOT PART OF THIS APPRWAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OAT' PLATED. 6. REFERENCE TEST REPORTS: FTL —2902 2903 AND 2975. PST 1x MULUCN #12 FT,' SMS STAGGERED ON OPPOSITE SIDE; (SO AS NOT TC INTERFERE WITFT EACH OTHER) SEE NOTE 3 AfSONRY ANCHOR SEE NOTES 1 & 3 TYPICAL M VLUON TO S RUCTURE WI i 1 WOOD BUCK REMOVED FROM' CONC.. WAIL 4C' #12 FH SMS STAGGERED ON OPPCSITE SIDES (50 AS NOT TO IN'TERFER'E WIT,' EACH OTHER) SEE NOTE 3 ,,7D RUCK MASONRY ANCHOR, SEE NOTES 1 & 3 ZIPICAL MULLI N TO STRUC'JR MOOD BUCK ,AND CONC.. DETAIL 'b wt . vlo ra. P.E. EMI TO BE USED ayiy WITH NT INDUSTRIES PRODUCT. 06 � rfFY NODES 3 * .5 ® �� /04 �AD7 EASED DETAN.S Veda TOW mammy GY OR eE ITPC09115. FL 34272 P.O. OW x527 MOWS FL J4274 4 28 00 1" HEAVY WALL, CLIP INSTALLATION DETAIL ALUMINUM TUBE: CLIPPED MULLION �/oku # NTS i Raw 2 d 7 622 T 0 1 :i3 .1" MULL CLIP (CUB TO OPEN/MO EXTRUSION DWG #1099 ..1" MULL SLIP 4 _,YLTABS REMOVED (CUP TO MULL, f EXTRJSION DWG 11099 CLIP LENGTH CHART FOR 1x MULL MULL :71ZE 1 x 2 .e 3/8 i x2.1/4x3/8 1 x2.1/4x21/12 1 x4,e3/8 A' J /16 15/16 3/8 3/16 V2 at TWO (2) ANCHOR ® THREE (3) ANCHOR' ® _OUR (4) ANCHOR i AATION$ LOCATrOPS LOCAncs C r (! ONE (1) ANCHOR g TWO (0 ANCHOR .L!SQ6( .L.C'A ION N. TYP. 2.ra; 1.. F.(2RTANT: GUMMY YY OF ANCHORS SHOWN ARE FOR P1. TORIAL REPRESENTATION ONLY'. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER R1 CHARTS 1 TROUGH 4 SHEETS 5. 6 AM1 7 FIND THI' CORRECT M IJLL SIZE AND P!1 SSURE REQUPED FOR YOUR SPECIFIC APPUCATION. 2. .V8 NIL EDGE 171STANCE APPLES TO ALL O16IENSION SMOWN AS MAX 3. R47ERENCE TEST REPORTS: FTL -2902, 2903 ,AND 2975. IN. TYP. (2)EQ.SP, (4)EQ.SP (A-3/4M2 2 (A- 3/4)/4 gMIN. -1 a THREE (3) ANCHOR LoCATICNS 6 ®, SIX (6) ANCHOR ATIO.VS MIN. MIN. TYP. si k tre&ia 374 - (0 FIVE () .IWNCHOR LOC,4TI2$ TG' BE USED _MY MTH PaiT INOUSTRIfS PRODUCT;P gc Ile sur —RN IAN, ADD MUM 1 " HAW WALL, ANCHOR LOCATIONS ALUMINUM TUBE CLIPPECI MULLIQIV I x HEAVY WALL MULL. WTI: 6063—T6 NOTE: 1. REFEREIICE TEST REPORT F°1.-2902, .2903 AND 2975 3 TO BE USED f2LY WITH P(oT INDUSTRIES PRODUCT: a noS SHf lenz —MD CHC THIS SHf /06 %`26/00 1" HEAVY WALL, MULLIOPI PROFILES 4 PE /39:12 PL Strvalvril " ' N , o ALUMINUM- TUBE CLIPPEC MULLION Sada Moot 142. Mo11aa$ BOX i .3427A MULLS x 4 of 7 6227 CHAFM 2. - 1x2.1Tix.i75 QTY. Eli TYP. ANCHOR d CUP TQ A j3) A OPB 41 1G ` '(3) 8 .(3) B CUF TO MULL 0)8 170 170 170 1-70 170 170 166 110 1. 152 131 131 113 113 86 86 73 73 43 50.623 54 93 83 72 73 73 84 108 119 }B 60 70 (2) A (3) B 67 67 54 54 43 43 z 170 lita LEI 62 GI) A (:9) B (39) B OPENING wun-H IN NAB .. 80 ma (3)A (2)A (3)/11 (3) B (3) B (3) B (3) 11 (3) B I (3) 3 (3) B (3) El 100 110 (2) A (3) B (3) (3) A (3) B (3) B (3) 170170 149 170 134 146 1001 96 84 72 54 45 41 32 26 21 170 170 '170 '170 131 112 87 73 57 45 37 36 38 30 25 25 23 23 1 19 170 161 148 135 118 99 85 65 54 50 40 32 26 18 17 1717 170 170 1E5 116 991 Si 61 54 SI 411 Z1 211 10 1.r 170 154 140 126 101 90 77 58 49 45 35 28 23 16 15 17(1 170 171. 15:, 107 90 77 58 49 45 35 28 23 16 15 173 (2) A (3) B 150 170 139 121 103 (3) A (4) 8 2) A 3 }e (3) B P)B 170 170 170 119 72 45 142 96' 170 149 134 118 93 (3) A (4) B 120 (3) A (4) B (3) ( "s }A (;} B (,°p B 41 32 26 21 80 50 42 65 48 130 (2) A (3) B (3) B (3) A (4) B (3) B (3) A (4)13 (3)B 170 170 170 170 149 170 14°1 170 149 170 134 170 134 170 134 170 118 141 116 141 118 141 932 9G; 92 92 P6 74; 76 76 934 611 63 63 4di 44 44 3a' 36 36 3:1 32 32 28 24 24 t1'' 218 20 19 19 15 15 Lai 33 30 24 (0 19 j 22 18 38 28 22 35 92 63 17 17 1Ei 16 CHART 1. - tx2x.276 QTY. 3 TYP. OPE 3YtllCi WIDTH IN INCHES ANC" OR CUP TO (2)A (3) A OPENING (2) 8 (T) B (2) A (2)B (23 A (2) CUP TO 42 j 48 129 10.625 Ka 94 (1)B 142 1116 100 107 (1 B B 130 1 130 100 1' (2) (2) 13 (2) A (2) B (2) Ea (2) 11 (2) A (2) B 180 (2) A (2) (1) 8 (1) E6 (1) B (1) B 13 130 81 5o 58 49 43 30 32 Mal Kai 29 15 10 14 32 8o 62 42! 34' 3(1 27 25 22 a2 NEM ILEX 16 MEI IMO 20 IT EDI_ MEI a Q 130 99 80 82 41 34 28 20 17' 15 98 6o 130 99 80 62 62 41 41 34 28 20 16 16 15 a 0 Verb cal Mull Mull Length I__OpevulVl_1 YWdtt Horizontal Mull with I--- -, Mull . --i F tk7TES,• i. £RaXX!MUM ALLOWABLE PRESSURE W PSF. 2. COIGN IS BAND ON OPEAING WIDTH. FOR MULTIPLE" UNITS, CONSIDER ONL Y TWO ADJACENT UNITS AT A TIME. S LI SHEET 1. 3. F'EFERENCE TEST REPORT FTL -2902. 2903 AND 297,9 4..WCHOR TYPES: A. ELCO 1/4° TAPCONN; EMBED. (1 1/4') OR "1/4" 5S4 CRETE —FLEX, EMBED. °1 3/4') B. 112 SCREWS 5. SEE ANCHOR SPACING DET4ILS SHEET r. E it1..g12.P.E. 5truat t TO BE USED .Q YLY Wi7N PG INDUSTRIES PRODUCTS Multiple Mulled Units Length pp, ening 44idih F. F.d.P hMGTMSSHT REVISIOAS 1070 1ECI OLOOY d'ef 1401/0/05 a 34.279 P.O. 801/ 1329 Nay ales. F1. 3427n 1° HEAVY WALL, PRESSURE CHARTS 1 & 2 ALUMINUM TUBE CLIPPEC MULLIOA 9tw6 D.v�q Mp Malts 7V7S 5 of 7 6221 l� CH .9tT 3. - ix2,75x.850 (3) 80 70 0 PENING WIDTH IN INCHES 90 100 110 (3) B (3) B (3) a r (2) A (4) B (2) B 170 170 170 170 152 143 135 108 91 84 (3) 93 (2) 93 67 44 31 29 176 160 14E1 133 11T 11E1 10;r 92 77 71 57 46 38 28 24 (2) A (4) B (2)B 170 170 169 155 134 128 118 92 77 71 57 46 38 28 24 (3) (2) 179 145 135 124 105 99 93 8-1 8I4 e<1 50 4(1 3Z1 z■ 21 (2) A (4) B (2) B 170 169 156 142 122 114 107 Vertical Mull 1 Horizontal Mull Opening Length 81 88 83 50 40 33 23 21 (38 B (21 B 110 141 1.29 116 10 fez IS (11 [4 28 e9 18 (2) A (4) B (2) B 170 161 148 133 113 105 97 73 81 56 44 36 29 20 18 120 (2} A (Z) A (2) A R (2) A, (4) B (4) B (4) B (4) 5; (2) B (2) B (2) B (2) B (2) 8 (2) B (2) B (2) 5; (3) B 170 138 625 012 94 57 51 67 56 51 40 32 26 18 17 Mu ltlple Elul ed hells 170 158 143 128 107 99 90 67 56 51 40 32 26 18 17 (3)8 (2)B 170 170 170 170 170 170 171 137 157 137 157 137 157 151 123 141 123 141 123 141 141 109 125 108 124 108 124 121 90 103 88 101 88 100 88 101 83 95 81 93 80 91 80 91 77 85 75 82 73 80 751 63 63 80 80 58 58 55 5E. 52 52 49 49 47 47 4E; 48 48 45 45 43 43 4's: 4.0 37 37 35 35 33 33 332: 30 30 28 28 28 26 25, 24 24 23 23 21 21 25; 18 17 17 15 15 15 15 - ,FdOTES, 1. d44XIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS EASED ON °PEKING Il1DT11. FOR MULTIPLE UNITS. CONSIDER ONLY TWO ADJACENT UNITS A "' A TIME S, E SHEET 1. 3. PEFERENCE •TEST REPORT FR-2902, 2923 AND 297E 4. , WCHOR TYPES: A ELCO 1/4- TAPCONS, EMBED. (1 1/4) OR 7/4" S S4 CRETE —FLEX. EMBED. ('I 3/4 ) 8. #12 SCREWS 5. SEE ANCHOR SPACING DE7VLS SHEET 3. 170 137 123 108 73 48 160 (3)B (2) B 170 137 123 108 88 80 73 56 45 (Z,IA (4 :B (2:7 B 11+0 1.7 141 110 571 fa 45 42 32 25 40 30 23 20 18 TO BE USED .0±1Z WM I PGT INDUSTRIE: i PRODUCTS CHG 1?G5 SHT f 3 5/06 ORD REEY8GN5 1 " HEAVY WALL.. PRESSURE CHART 3 Mull _I La�tfi Opening Width ,g7 .0A t` ALUMINUM TUBE CLIPPED MULLION Scab: UULLS NTS Rabid P.E. WU SVutattn P.C. 90X f520 aMoMaS FL 3427 sn.d: 10.4.9 No. 6 of 7 622 s8 CHART 4. - 1x4x.375 QTY. B TYP. ANCHOR CLIP TO OPENING IS (2) A (4) 8 CUP TO MULL& (5) M .3 (3)A (2)A (3)A (6) B (4) B ° (6) (5) B (5) 8 • (5) B (2) A (4) E3 (5) 70 (3) A (6) B (5) B (2) A (4)B, (5) B 42 48 190.828 54 80 83 68 72 78 170 170 170 170 170 170 170 154 144 140 84 90 98 108 111 144 128 112 92 64 59 27 170 170 170 170 170 170 170 170 170 170 170 , 170 170 170 170 170 159 170 170 150 170 170 , 134 170 .170 125 160 170 121 148 138 111 117 112 95 95 92 78 78 64 54 54 59 50 50 27 22 22 170 170 170 170 , 154 ' 144 . 135 120 112 108 98 170 170 170 170 170 170 170 165 140 129 102 170 170 170 169 143 133 125 110 102 0 (3) A (6) B (5)8 170 OPENING WIDTH IN INCHES 00 •)10 170 170 170 170 170 170 148 125 99 90 116 92 82 67 82 67 74 60 74 60 47 47 42 42 43 43 38 38 19 19 17 17 (2) A (4) (5) 170 170 170 162 136 126 117 103 95 92 83 67 54 37 34 15 (3)A (2)A (6) 8 (4) B (5) (5) 170 170 170 158 170 131 121 112 170 170 170 170 170 186 136 116 106 83 98 90 87 170 170 170 157 128 117 108 34 15 Vertical Mull Horizontal' lull MAW _I Multiple NAuBsd Units Ake W Lens lth Length Wr Mull Opening Opening 31 170 170 170 170 170 169 150 120 102 93 73 17C 17C 17C 157 127 118 108 91 83 80 58 47 32 29 69 54 44 30 27 (3) A (6) B (5) 170 . 130 180 (2)41ki . );A .(2)A (3)A (4)13 ' (6) l; (4) 8 (6) B 110, ' (5) 8 (5) II (5) 170 170 170 170 166 170 170 170 15' 127 1119 10°5 115 88 88 69 54 44 30 27 81 78 68 57 42 2P 26 170 170 170 170 170 170 170 157 170 127 165 116 144 105 112 85 95 711 87 715 66 6! 52 43 42 33 28 25 28 23 170 170 170 170 170 165 144 111 93 84 62 48 38 25 23 ROTES: 1. ? A►XIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN 15 BA',ED ON OPENING WIDTH. FOR MULTIPLE' UNITS, CONSIDER ONLY TWO ADJACENT UNITS A;' A PME. ST SHEET 1. 3. REFERENCE TEST REPORT FTL -2902 2993 AND 297' 4. ANCHOR TYPES: A. ELCO 114° TAPCON5, EMBED. (1 1/4) OR 1/4° SS4 CRETE —FLEX, EMBED. I`1 3147 R #12 SCREWS 5. ;EE ANCHOR SPACING DETT4?LS SHEET .3. eat t_ ace., P.E. N6 J39712 Structure!! TO BE USED ,Day WITH POT INDUSTRIES PRODUCTS /06 NeabiG 7FCS SIT F ` 5 5/06 W ITIG) MIMS 130 70`. ALUMINUM TUBE` CL!PPEG MULLION boa wows. A, sate r 7 or 7 P.J.P. 1" HEAVY WALL, PRESSURE CHART 4 P.a sox 15 MOM FL J27.: MULLS NTS � �l'c -5 L i't OFF FXlsi iIV& a-414 017, 4(0 NS q t(, prt t k tOILES FL 3 -tS Cr Miami Shores Village APPROVED ZONING DEPT BLDG DEPT BY DATE Sl1R,IFCT TO COMPLIANCE WITH ALL FEDERAL .`STATF AND COIJNTY RULFS AND REGULATIONS I LOcPc -noN OF G,IA(Lf N E C/51)( 71) BY: 17L Ps tf 'E‘i( f s N6t 1-19% iZS . --Vt 0 ice; 0)60-5 4C2 re-r" :t_ Miami Shores Building Department roduct Approval Schedule / Comparison Chart Address: Permit No. Opening Description Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No (+ PSF >) PSF + PSF () PSF minorrairmin 1111111111111 11111111111111111111111 moor iIAMI DADE) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) DAB Door Company, Inc. 12195 NW 98th Avenue Hialeah Gardens, FL 33018 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 '18 ww.miamidade.gov /buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 9' -4 "Wide x 16'High Steel Sectional Garage Door w/ Window Lite Option • APPROVAL DOCUMENT: Drawing No. 01 -09, titled "Sectional Garage Door ", dated 02/01/01, with last revision E dated 12/23/08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 revises NOA # 05- 0915.09 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 09- 0123.04 Expiration Date: August 9, 2011 Approval Date: March 18, 2009 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01 -09, titled "Sectional Garage Door ", dated 02/01/01, with last revision E dated 12/23/08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI- 08- 2149A/B, dated 06/27/08, signed and sealed by Candido F. Font, P.E. 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08 -T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/08, signed and sealed by Candido F. Font, PE. 3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on "Sectional Residential Garage Door ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01 -974A, dated 01/29/01, signed and sealed by Hector M. Medina, P.E. 4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry Resistance Test on "Sectional Residential Garage Door ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01 -969, dated 01 /18 /01, signed and sealed by Hector M. Medina, P.E. "Submitted under NOA # 01- 0516.03" 5. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G -40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/98, signed by W. A. Jackson, P.E. . "Submitted under NOA # 03- 0210.04" C. CALCULATIONS 1. Anchor verification calculations prepared by Al- Farooq Corporation, complying with F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 09-0128.04 Expiration Date: August 9, 2011 Approval Date: March 18, 2009 E -1 DAB Door Company, rnc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/08 and expiring on 07/17/13. 2. Notice of Acceptance No. 07- 1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/07 and expiring on 11/29/12. 3. Notice of Acceptance No. 07- 1107.08, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 04/26/07 and expiring on 08/27/08. 4. Notice of Acceptance No. 07- 0301.10, issued to Dyplast Products, LLC, for their Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 06/07/07 and expiring on 01/11/12. "Submitted under NOA # 05- 0228.02" 5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04 -A002, dated 09/27/04, signed and sealed by Rafael E. Droz -Seda, P.E. 6. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material ", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04 -T251, dated 11/29/04 • signed and sealed by I. Ghia, P.E. 7. Test Report on Self - Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material ", prepared by ETC Laboratories, Report No. 04 -761- 15019.0, dated 05/06/04, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance issued by Al- Farooq Corporation, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued by A1- Farooq Corporation, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. G. OTHER Notice of Acceptance No. 05- 0915.09, issued to DAB Door Company, Inc, approved on 04/13/06 and expiring on 08/09/1 1. E -2 24/41 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 09- 0128.04 Expiration Date: August 9, 2011 Approval Date: March 18, 2009 DOOR HEIGHT CONSISTS OF 6' -6" 2 SECTIONS 18" 2 SECTIONS 21" 6' -9" 1 SECTION 18" 3 SECTIONS 21" 7' 4 SECTIONS 21" — 7' -3" — — 7'-6" 5 SECTIONS 18" — 7' -9" 4 SECTIONS 18" 1 SECTION 21" 8' 3 SECTIONS 18" 2 SECTIONS 21" 8' -3" 2 SECTIONS 18" 3 SECTIONS 21" 8' -6" 1 SECTION 18" 4 SECTIONS 21" 8' -9" 5 SECTIONS 21" — 9' 6 SECTIONS 18" — 9' -3" 5 SECTIONS 18" 1 SECTION 21" 9' -6" 4 SECTIONS 18" 2 SECTIONS 21" 9' -9" 3 SECTIONS 18" 3 SECTIONS 21" 10' 2 SECTIONS 18" 4 SECTIONS 21" 10' -3" 1 SECTION 18" 5 SECTIONS 21" 10' -6" 6 SECTIONS 21" — 10' -9" 6 SECTIONS 18" 1 SECTION 21" 11' 5 SECTIONS 18" 2 SECTIONS 21" 11' -3" 4 SECTIONS 18" 3 SECTIONS 21" 11' -6" 3 SECTIONS 18" 4 SECTIONS 21" 11' -9" 2 SECTIONS 18" 5 SECTIONS 21" 12' 1 SECTIONS 18" 6 SECTIONS 21" 12' -3" 7 SECTIONS 21" — 12' -6" 6 SECTIONS 18" 2 SECTIONS 21" 12' -9" 5 SECTIONS 18" 3 SECTIONS 21" 13' 4 SECTIONS 18" 4 SECTIONS 21" 13' -3" 3 SECTIONS 18" 5 SECTIONS 21" 13' -6" 2 SECTIONS 18" 6 SECTIONS 21" 13' -9" 1 SECTION 18° 7 SECTIONS 21" 14' 8 SECTIONS 21" 14' -3" 6 SECTIONS 18" 3 SECTIONS 21" ,, 14' -6" 5 SECTIONS 18" 4 SECTIONS 21" 14' -9" 4 SECTIONS 18" 5 SECTIONS 21" 15' 3 SECTIONS 18" 6 SECTIONS 21" 15' -3" 2 SECTIONS 18" 7 SECTIONS 21" 15':'-' 6" 1 SECTION 18" 8 SECTIONS 21" 15' -9" 9 SECTIONS 21" — 16' 6 SECTIONS 18" 4 SECTIONS 21' 7 -1/2" X 3" X .071" GALV. STEEL END ROLLER HINGE - -- W/ (6) # 14 X 5/8" sYs .071" X 7 -1/2" GALV. STEEL CENTER HINGE W/ (4) #14 X 1/2" SMS — LOCK 2/ DOOR 1" W X .15" THK. LATCH SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) # '14 X 1/2" S.M.S. /8" MIN. LOCK ENGAGEMENT CONFORMS TO BC 1012 REGARDING GARAGE DOORS .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO —PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 6 "X3 "X0.1" STEEL PLATE WITH (2) #14 X 5/8" SMS CENTER STILE OUTSIDE HANDLE B BRACKET STD. LIFT DOOR END STILE BRACKET LOW HEADROOM DOOR OPTION 7 -7/8" X 3 -1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) 114 X 5/8" SUS .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE TOP FIXTURE 5 -1/2" X 2 -3/4" X 0.1" STEEL PLATE WITH ONE 5/16 -18 MS W/ NUT % FASTENED TO END STILE WITH ! (6) # 14 X 3/4" SELF DRILLING SCREWS CENTER STILE OPTIONAL DOOR VIEWER TO BE INSTALLED AT / CENTER STILE •-• „G T i .� �' (,I III LI �I I j ':,� { • �.I I I III III 1 �J I N � ,j • , v I I - - — - ,'j\ �I/ �� \ :rte, /' e • _ m 1 j _ 2 - A — —+-- v --I v +► \ / / \ /{ �/ \ I , h. OPTIONAL VENT (3) 5" WIDE AT 7" 0.C. MAX. OPENING AREA NOT TO EXCEED 120 SO. IN. MAX. DOOR WIDTH L -._ A — COLONIAL DESIGN OPTIO WOOD 9' -4" INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCOY HURRICANE ZONE. P. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. NAL FLUSH FACE GRAIN DESIGN DAB DOOR MODEL 824 MAX. SIZE 9' -4" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 50.0 PSF — 60.0 PSF THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT 1 Engr. DR. HU` AYOUN FAROQQ STRUCTURES FLA. PE # 115557 C.A.N. 3538 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. IAN 1 a 2009 MAX SET 1EY1 as sovatitriaxs yid' eta F1s1e4. beibaling c Ascopienes bac / 0 2- tirietion r ..._:0, "01/ i, . pratilmUdi Iz 0 K" a. re u. O O' O SECTIONAL GARAGE DOOR ENGINEERS & PRODUCT DEVELOPMENT co 0 Q. Z 00 W 0 Oi o O 6 O Z= ca °)J Q Q N S TEL. (305) 556 - 6624 N c 0 .y t_ c 0 a U Et) 0 7 0 0 0 0 m 0 a UPDATED FOR FBC. DOOR ATEO FOR 2004 FBC REV. PER BCCO COMMENTS UPDATED FOR 2007 FBC .0 a> 0 'D 0 n 0 0 0 0. O m N O 0 O' 0 C at 0 0 0 { 0' 5 x FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1 -5/8" LAG SCREW (FULLY THREADED) ONE PER BRACKET OPTIONAL STOP MOULDING BY DOOR INSTALLER _ #14 X 5/8" SMS 6 PER HINGE 1/2" X 1 -3/4" X .059" FORMED STEEL -GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS 12" O.C. SOUTHERN PINE 0.55 S.G. .024" STL. PANEL OUTSIDE OF DOOR SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL 3/4" X 2" X 2 -1/2" X 18 GA. STEEL END STILE, CONNECT TO PANELS WITH _ FLAPS AND 3/16" ALUM RIVETS SEE DETAIL ABOVE 1 -7/8" X 2 -5/8" X .045" STEEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS POP RIVETS EDGE DISTANCE 24 GA. STEEL PANEL 3/16" ALUM RIVETS -, FLAPS E3ENT OVER PANEL 1/2" PUNCHED HOLES ® 4" 0.C. END STILE ANCHORS: A) 3/8" DIA. POWER -BOLT BY 'POWERS' 2" MIN. EMBED INTO CONCRETE 1 -7/8" MIN. EDGE DISTANCE B) 3/8" DIA. HLC SLEEVE BY 'HILTI' 1 -1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK 1 -5/8" MIN. EDGE DISTANCE INTO CONCRETE 4" MIN. EDGE DISTANCE INTO FILLED BLOCK CONCRETE f'c = 3000 PSI MIN. C -90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. #14 X 5/8" S.M.S. 4/ HINGE b 1.9" X 2.19" X 3.3" X .102" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 2 -1/8" X 1" X .078" GALV. STEEL TRACK / FASTENED TO TRACK PLATES _J W/ 1/4 -20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT 7/16" PUSHNUT_j INSTALLED ON ROLLER SHAFT 7 -1/2" X .050" GALV. STEEL CENTER HINGE SECTION B —B INTERIOR SIDE 7 -1/2" X 3" X .071 "_ END ROLLER HINGE 1.82" DIA. X .50" NYLON /STEEL ROLLERS W/ .44 DIA. X 4-1/4" STEM ANCHOR TYPE A OR 8 (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING "N- 1/4-20 SS BOLT & NUT n,r: DR. HUMAYOUN FAROOQ STRUCTURES FLA PE # 16557 C.A.N. 3533 JAN 1 3 2005 P2 C OLICT EV 5 so tomplyies wi* dlo Maids Aik5ss Cods Aarcptamos No C62 /2t04 El:viragos t/ Niimmi Product r- 1- z w a. 0 J w ❑ 7 ❑ O w aQ oo W W(6 2 W rI 0 LL O 0 N 0 J C SECTIONAL GARAGE DOOR U z V) O O 0 co N C O .> 0 U DOOR VIEWER DETAIL ADDED z 0 REV. PER BCCO COMMENTS UPDATED FOR 2007 FBC n 0 0 b 0 M 0 'O m 0 0 0 0 rj ' r7 N N N N N CJ 0 0 0 M U 0 W r4 0 i r n O Y �D , drawing no. 101 -09 CChpQ+ ') (,f POP RIVETS 2 -3/4" X 5-1/2" X 3" X .104" GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) # 14 X 5/8" S.M.S. .090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET /MW/ 5/16 -18 X 3/4" HEX HEAD M. SCREWS & NUTS. 0 w J PANEL HEIGHT \ HORIZONTAL REINFORCEMENT \ 1/2" X 1 -3/4" X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" X 1 -5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1-1/4" EMBED INTO MASONRY 3 PER BRACKET \`,.. i 2 -1/2" X 4 -1/4' X 13 GA. STEEL PLATES \\ WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE FASTENED TO TRACK WITH (4) 1/4 -20 SS. BOLT & NUTS �.. 2" X 5 -1/2" X .104" GALV. STEEL FASTENED W/ (4) # 14 X 5/8" S.M.S. TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" MEETING RIB 1.82" DIA. X .50" ROLLERS W/ .44 DIA. X 4-1/4" STEM OPTIONAL INSULATIONS: OY 'DYPLAST PRODUCTS LLC' EPS— EXPANDED POLYSTYRENE DENSITY = 1.05 PCF N.O.A. #07- 1107,08 OR IS0 -25 POLY — ISOCYANURATE DENSITY = 2.0 PCF N.O.A. #07- 0301.10 OR BY 'INSULFOAM LLC' DENSITY = 0.92 PCF N.O.A. #07- 1016.07 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (4) #14 X 5/8" SMS MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUAUTY G -40 MIN. YIELD STRENGTH 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL I 12 GA. GALV. STEEL `— BOTTOM BRACKET FASTENED „- -- W/ (4) # 14 X 5/8" SMS ryry D ; BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. 0 48" 0.C. AND RUBBER WEATHERSTRIPPING SECTION A —A i w Z z w a 0 z w 0 0 0 HORIZ. TRACK SUPPORT, CENTER SUPPORT REOD. ON DOORS EXREEDING 8 FT. IN HEIGHT 11 11 I A Y I o Afi HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" ---1I`1-7 14 M GA. GALV. STEEL TRACK 2 X 2 X 1/8" HORIZ. ANGLE SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1 -1/2" APART FIRST AT 3" 0.C. REST AT 9" 0.C. — CONNECTED TO FLAG BRACKET ANGLE W/ 3/8 -16 X 3/4" BOLT & NUT AND TO SPRING SHAFT GUIDE WITH (2) 1/4 -20 X 5/8" BOLT & NUT VERTICAL TRACK 2-1/8" X 1" X .080" SECTION A —A DOOR HEIGHT ' SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2N0 3RD 4TH 5TH 81 B2 83 B4 85 86 87 B8 6' -0" 18" 18" 18" 18" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 6' -6" 21" 18" 18" 21" N/A 1" 11 -3/4" 23" 34" _ 45" 56" 67" - 7' - O" 21" 21" 21" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 7' -6" 18" 18" 18" 18" 18" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 8' -0" 21" 18" 18" 18" 21" 1" 11 -3/4" 23" 34" 45" 56" 67" 78-1/4" 4'- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS 2 -3/16" HIGH CONNECTED TO TRACK WITH ) 1/4" BOLTS & NUTS. N m TRACK CONFIGURATION VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK AVAILABLP�Tt, AGK OPTIONS Engr: DR. HUMAYOl1N FAROOQ STRU ?URES FLA. PE # 16557 C.A.N. 3538 JAN 1 3 2009 PRODUCT REVIS 3 as p1yi wii1 d Flarlds Building Code Acme No (I 0/ itzligetioa �r� o z I- w • 2 C O w aW 1X a • U • 0 O Q °Zf 1S In <� w IL z J0 w TEL. (305) 264 -8100 CD ' SECTIONAL GARAGE DOOR c0 0 M U.1 M Ii Uz Z Z 00 w No'o OC O z� in 6 m 07 J Q N= (0 co TEL (305) 556 - 1. N c 0 .N .; m 0 4«. a 0 co co v NO CHANCE THIS SHEET ANCHOR 'SPACING REV. REV. PER BCCO COMMENTS UPDATED FOR 2007 FBC .0 -o n O 0 O O 0 O 0 N O 8 O N 0 0 0 J 0 0 T .. �'• .1-c) ilu ( drawing no. [01 -09j (sheet 3 of 5 ). WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER W000 STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE SUPPORTING STRUCTURE. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 20" O.C. INTO BLOCK WALL, WITH 2 -1/4" MIN. EMBED 16" O.C. INTO 3000 PSI CONCRETE, WITH 1 -3/4" MIN. EMBED 2 -1/2" MIN. EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING OF 14" O.C. INTO BLOCK WALL, WITH 1 -1/2" MIN. EMBED 16" O.C. INTO 3000 PSI CONCRETE, WITH 1 -3/4" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8" CONFLEX BY 'ELCO' OR 3/8" LDT BY 'ITW' WITH SPACING OF 24" O.C. INTO 3000 PSI CONCRETE. WITH 2 -1/2" MIN. EMBED 2" MIN. EDGE DISTANCE 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF 17" O.C. INTO BLOCK WALL, WITH 1 -1/4" MIN. EMBED, 4" MIN. EDGE DIST. 18" O.C. INTO 3000 PSI CONCRETE, WITH 1 -1/4" MIN. EMBED AND 2 -1/2" MIN. EDGE DISTANCE THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS 5/16" X 1 -5/8" LAG SCREWS AT 12" O.C. 1 -1/2" STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/16" DIA. BOLTS - WITH WASHER & NUT AT 12" O.C. MAX. 1 -1/2" 1-1/4" X 2 -1/2" X 14 GA CONT. STEEL ANGLE ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8" HLC SLEEVE BY `HILTI` CONC. 1 -1/4" 8" 1 -5/8" 3/8" HLC SLEEVE BY 'HILTI' FILLED BLOCK 1 -1/4" 8" 4" 3/8" DYNABOLT BY 'ITW' CONC. 1-1/2" 8" 2" 3 -3/4"— 3/8" DYNABOLT BY 'ITV FILLED BLOCK 1 -1/2" 8" 3/8" POWER -BOLT BY 'POWERS' CONC. 2" 8" 1 -7/8" 3/8" SLEEVE -ALL BY 'SIMPSONS' CONC. 1 -1/2" 8" 1 -7/8" EDGE DIST. CONCRETE f'c = 3000 PSI MIN. C -90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. 12 GA. GALV. STEEL FLAT BRACKETS 13" LONG AT 12" O.C. IN DOOR OPNG. AT 18" 0.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE 1 -1/2" 2 -1/8" X 1" X 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES SLOTTED 1M S. & LOCK TRUSS HO. CK NUT ALTERNATE TRACK INSTALLATION Er.gr: OR. HUMAYOUN FAR000 STRUCTURES FLA. PE Q 16557 C.A.N. 3538 71; C040 as complying prizb dasi Florida No ::/2 .111ZiPPw + JAN 1 3 2009 TEL. (305) 2648100 SECTIONAL GARAGE DOOR 03 O M Li M a LL Z I- cI co W Inrn0 1 fL' • ce Oz" co — a) Q J z I ( 0 0 N L 0 a `0 y 4 0 NO CHANGE THIS SHEET ANCHOR SPACING REV. REV. PER BCCO COMMENTS UPDATED FOR 2007 FBC T .0 m O 0 0 0 O 0 O n csi N 0 0 w 0 0 0 ° I 0 ■ (.13_) drawing no. 01 -09 (sheet 4 of 5 C ) DOOR PANEL '24 GA. (.024) STEEL MIN. * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE .500 - 1.765 1.725 7/16" DIA. WASHER #8 X 3/4" SMS O 3/8" FROM ENDS AND 7" 0.C. MAX. (4) #8 X 3/4" SMS O 1 -3/8" FROM ENDS AND 6 -1/2" O.C. MAX. .175 X .062 DEEP GROOVE 1/4" POLYCARBONATE LEXAN BY SABIC INNOVATIVE PLASTICS NOA #08- 0305.02. .175 X .062 DEEP GROOVE (4) #8 X 3/4" SMS 0 1 -3/8" FROM ENDS AND 6 -1/2" O.C. MAX. #8 X 3/4" SMS 0 3/8" FROM ENDS AND 7" 0.C. MAX. \-7/16" -- 7/ 16" DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. #8 X 3/4" SMS 0 3/8" FROM ENDS AND 4 -1/2" O.C. MAX. 000R PANEL 24 GA. (.024) STEEL MIN. 0 J 0 21 3/4" MAX. WOW. WIDTH 18 1 /8" MAX. D.L.O. Aat•M•YI:rtY'aa1 Iii dG1Ar+∎_1.1 KBL O .176 - L. * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION tVn..RSea fl !ti*110110111,Sri' 2. •11[WtilVllil•C iS ♦�naMaunita.lovoIwss■ INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS .175 X .062 DEEP GROOVE 15/16" MIN. GAZING 817E EXTERIOR D.L. OPG. WINDOW WIDTH Engr: DR. HUMAYOi1N FFR00Q STRUCTURES FLA. Pt # 16557 CA. N. 353d. JAN 1 3 2009 PRODUCT REVISED Cab Martians Ib l `61/2,'/ Ekioinfica ii,j.i in -+II PP�1 Dlrl5 tJ U Z N O O description oo 0 y ) W M Q J LL vi 00 LA Z • 0 Z .r. 0 o - co 0 0 0 0 q Pj N N 00 N 0 m U 0 W) t � ir i o ¢ .1 0 1 = II d D 41 r 7 drawing no-.1 01 -09; (.6... • f 1 • e .•• • . y,,., . ®. 1 it vrd DJ J/ vox crtioL -P &rE J- 'L nook • U I1LS . -j-t u @,612 `E'S 4,11(0 NEC13 ""` `z 70r-s ( ►i ° "0! -vez) 1 ft. 6-la "Vi. LL YD m 0. 8 Master Plan S w m WORST CASE DESIGN PRESSURE CHARTS FOR RETROFIT GARAGE DOOR 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). 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. FOR THE PURPOSES OF THE WORST CASE DESIGN PRESSURE TABLES BELOW THE GARAGE DOOR OPENING IS ASSUMED TO BE ENTIRELY WITHIN THE LIMITS FOR END ZONE 5 LISTED IN ASCE 7 -05. 6. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 7. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. TABLE 1: MEAN ROOF HEIGHTS 15' -0" TO 19' -0" OPENING MEAN ROOF HEIGHT SIZE 15' -0" 16' -0" 17' -O" 18' -0" 19' -0" 8' x 6' + 41.7, -52.7 PSF + 42.3, -53.5 PSF + 42.8, -54.1 PSF + 43.4, -54.8 PSF + 43.9, -55.4 PSF 8' x 7' + 41.3, -51.8 PSF + 41.8, -52.5 PSF + 42.4, -53.2 PSF + 42.9, -53.8 PSF + 43.4, -54.4 PSF 8' x 8' + 40.9, -51.0 PSF + 41.4, -51.7 PSF + 41.9, -52.4 PSF + 42.5, -53.0 PSF + 42.9, -53.6 PSF 8' x 10' + 40.2, -49.7 PSF + 40.7, -50.3 PSF + 41.3, -51.0 PSF + 41.8, -51.6 PSF + 422, -52.2 PSF 8' x 12' + 39.6, -48.6 PSF + 40.2, -492 PSF + 40.7, -49.8 PSF + 41.2, -50.5 PSF + 41.7, -51.0 PSF 8' x 16' + 38.8, -46.8 PSF + 39.3, -47.5 PSF + 39.8, -48.1 PSF + 40.3, -48.6 PSF + 40.7, -49.2 PSF 9' x 6' + 41.4, -52.0 PSF + 41.9, -52.7 PSF + 42.5, -53.4 PSF + 43.0, -54.1 PSF + 43.5, -54.7 PSF 9'x7' + 40.9, -51.1 PSF + 41.5, -51.8 PSF + 42.0, -52.5 PSF + 42.5, -53.1 PSF + 43.0, -53.7 PSF 9' x 8' + 40.5, -50.3 PSF + 41.1, -51.0 PSF + 41.6, -51.6 PSF + 42.1, -52.3 PSF + 42.6, -52.9 PSF 9' x 10' + 39.8, -48.9 PSF + 40.4, -49.6 PSF + 40.9, -50.2 PSF + 41.4, -50.9 PSF + 41.9, -51.4 PSF 9' x 12' + 39.3, -47.8 PSF + 39.8, -48.5 PSF + 40.3, -49.1 PSF + 40.8, -49.7 PSF + 41.3, -50.3 PSF 9' x 16' + 38.4, -46.1 PSF + 38.9, -46.7 PSF + 39.4, -47.3 PSF + 39.9, -47.9 PSF + 40.4, -48.5 PSF 10' x 6' + 41.1, -51.4 PSF + 41.6, -52.1 PSF + 42.1, -52.8 PSF + 42.7, -53.4 PSF + 43.1, -54.0 PSF 10' x 7' + 40.6, -50.5 PSF + 41.1, -51.1 PSF + 41.7, -51.8 PSF + 42.2, -52.4 PSF + 42.7, -53.0 PSF 10' x 8' + 40.2, -49.7 PSF + 40.7, -50.3 PSF + 41.3, -51.0 PSF + 41.8, -51.6 PSF + 42.2, -52.2 PSF 10' x 10' + 39.5, -48.3 PSF + 40.0, -49.0 PSF + 40.6, -49.6 PSF + 41.1, -502 PSF + 41.5, -50.8 PSF 10' x 12' + 39.0, -47.2 PSF + 39.5, -47.8 PSF + 40.0, -48.5 PSF + 40.5, -49.1 PSF + 40.9, -49.6 PSF 10' x 16' + 38.1, -45.5 PSF + 38.6, -46.1 PSF + 39.1, -46.7 PSF + 39.6, -47.2 PSF + 40.0, -47.8 PSF 12'x6' + 40.5, -50.3 PSF + 41.1, -51.0 PSF + 41.6, -51.6 PSF + 42.1, -52.3 PSF + 42.6, -52.9 PSF 12' x 7' + 40.0, -49.4 PSF + 40.6, -50.0 PSF + 41.1, -50.7 PSF + 41.6, -51.3 PSF + 42.1, -51.9 PSF 12' x 8' + 39.6, -48.6 PSF + 40.2, -49.2 PSF + 40.7, -49.8 PSF + 41.2, -50.5 PSF + 41.7, -51.0 PSF 12' x 10' + 39.0, -47.2 PSF + 39.5, -47.8 PSF + 40.0, -48.5 PSF + 40.5, -49.1 PSF + 40.9, -49.6 PSF 12' x 12' + 38.4, -46.1 PSF + 38.9, .46.7 PSF + 39.4, -47.3 PSF + 39.9, -47.9 PSF + 40.4, -48.5 PSF 12' x 16' + 37.5, -44.4 PSF +38.1, -45.0 PSF + 38.5, -45.5 PSF + 39.0, -46.1 PSF + 39.5, -46.6 PSF 14' x 6' + 40.0, -49.4 PSF + 40.6, -50.0 PSF + 41.1, -50.7 PSF + 41.6, -51.3 PSF + 42.1, -51.9 PSF 14' x 7' + 39.6, -48.4 PSF + 40.1, -49.1 PSF + 40.6, -49.7 PSF + 41.1, -50.3 PSF + 41.6, -50.9 PSF 14' x 8' + 39.2, -47.6 PSF + 39.7, -48.3 PSF + 40.2, -48.9 PSF + 40.7, -49.5 PSF + 41.2, -50.0 PSF 14' x 10' + 38.5, -46.3 PSF + 39.0, -46.9 PSF + 39.5, -47.5 PSF + 40.0, -48.1 PSF + 40.5, -48.6 PSF 14' x 12' + 37.9, -45.2 PSF + 38.5, -45.8 PSF + 39.0, -46.4 PSF + 39.4, -46.9 PSF + 39.9, -47.5 PSF 14' x 16' + 37.1, -43.4 PSF + 37.6, -44.0 PSF + 38.1, -44.6 PSF + 38.5, -45.1 PSF + 39.0, -45.6 PSF 15' x 6' + 39.8, 48.9 PSF + 40.4, -49.6 PSF + 40.9, -50.2 PSF + 41.4, -50.9 PSF + 41.9, -51.4 PSF 15' x 7' + 39.4, -48.0 PSF + 39.9, -48.7 PSF + 40.4, -49.3 PSF + 40.9, -49.9 PSF + 41.4, -50.5 PSF 15' x 8' + 39.0, -47.2 PSF + 39.5, -47.8 PSF + 40.0, -48.5 PSF + 40.5, -49.1 PSF + 40.9, -49.6 PSF 15' x 10' + 38.3, -45.9 PSF + 38.8, -46.5 PSF + 39.3, -47.1 PSF + 39.8, -47.7 PSF + 40.2, -482 PSF 15' x 12' + 37.7, -44.8 PSF + 38.2, -45.4 PSF + 38.7, -45.9 PSF + 39.2, -46.5 PSF + 39.7, -47.0 PSF 15' x 16' + 36.9, -43.0 PSF + 37.4, -43.6 PSF + 37.8, -44.2 PSF + 38.3, -44.7 PSF + 38.7, -45.2 PSF 16' x 6' + 39.6, -48.6 PSF + 40.2, -49.2 PSF + 40.7, -49.8 PSF + 41.2, -50.5 PSF + 41.7, -51.0 PSF 16' x 7' + 392, -47.6 PSF + 39.7, -48.3 PSF + 402, -48.9 PSF + 40.7, -49.5 PSF + 412, -50.0 PSF 16' x 8' + 38.8, -46.8 PSF + 39.3, -47.5 PSF + 39.8, -48.1 PSF + 40.3, -48.6 PSF + 40.7, -492 PSF 16' x 10' + 38.1, -45.5 PSF + 38.6, -46.1 PSF + 39.1, -46.7 PSF + 39.6, -47.2 PSF + 40.0, -47.8 PSF 16' x 12' + 37.5, -44.4 PSF + 38.1, -45.0 PSF + 38.5, -45.5 PSF + 39.0, -46.1 PSF + 39.5, -46.6 PSF 16' x 16' + 36.7, -42.6 PSF + 37.2, -43.2 PSF + 37.6, -43.8 PSF + 38.1, -44.3 PSF + 38.5, -44.8 PSF WIND VELOCITY =146 MPH EXPOSURE 'C' DESIGN NOTES 2007 FLORIDA BUILDING CODE, ASCE 7 -05 I =1.0, Kd =0.85, Kzt =1.0, Kz =TABLE 6.5 qh = 0.00256 *Kz *Kzt *Kd *V *V *I P = qh ((GCp)- (GCp1)), GCp1 =;0.18 EXTERIOR (CORNER) ZONE 5 TABLE 2: MEAN ROOF HEIGHTS 20' -0" TO 25' -0" OPENING SIZE MEAN ROOF HEIGHT 20' -0" 21'-0" 22' -0" 23' -0" 24'-0" 25' -0" 8' x 6' + 44.3, -56.0 PSF + 44.8, -56.6 PSF + 452, -57.2 PSF + 45.7, -57.7 PSF + 46.1, -58.2 PSF + 46.5, -58.7 PSF 8' x T + 43.8, -55.0 PSF + 44.3, -55.6 PSF + 44.7, -56.2 PSF + 45.1, -56.7 PSF + 45.6, -57.2 PSF + 45.9, -57.7 PSF 8' x 8' + 43.4, -54.2 PSF + 43.9, -54.7 PSF + 44.3, -55.3 PSF + 44.7, -55.8 PSF + 45.1, -56.3 PSF + 45.5, -56.8 PSF 8' x 10' + 42.7, -52.8 PSF + 43.1, -53.3 PSF + 43.6, -53.8 PSF + 44.0, -54.3 PSF + 44.4, -54.8 PSF + 44.7, -55.3 PSF 8' x 12' + 42.1, -51.6 PSF + 42.5, -52.1 PSF + 43.0, -52.6 PSF + 43.4, -53.1 PSF + 43.8, -53.6 PSF + 44.1, -54.1 PSF 8' x16' + 41.2, -49.7 PSF + 41.6, -50.3 PSF + 42.0, -50.7 PSF + 42.4, -51.2 PSF + 42.8, -51.7 PSF + 43.2, -52.1 PSF 9' x 6' + 44.0, -55.3 PSF + 44.4, -55.8 PSF + 44.8, -56.4 PSF + 45.3, -56.9 PSF + 45.7, -57.4 PSF + 46.1, -57.9 PSF 9' x 7' + 415, -54.3 PSF + 43.9, -54.8 PSF + 44.3, -55.4 PSF + 44.8, -55.9 PSF + 45.2, -56.4 PSF + 45.5, -56.9 PSF 9' x 8' + 43.0, -53.4 PSF + 43.5, -54.0 PSF + 419, -54.5 PSF + 44.3, -55.0 PSF + 44.7, -55.5 PSF + 45.1, -56.0 PSF 9' x 10' + 42.3, -52.0 PSF + 42.7, -52.5 PSF + 43.2, -53.1 PSF + 43.6, -53.5 PSF + 44.0, -54.0 PSF + 44.3, -54.5 PSF 9' x 12' + 41.7, -50.8 PSF + 42.2, -51.4 PSF + 42.6, -51.9 PSF + 43.0, -52.3 PSF + 43.4, -52.8 PSF + 43.7, -53.3 PSF 9' x 16' + 40.8, -49.0 PSF + 41.2, -49.5 PSF + 41.6, -50.0 PSF + 42.0, -50.4 PSF + 42.4, -50.9 PSF + 42.8, -51.3 PSF 10' x 6' + 43.6, -54.6 PSF + 44.1, -55.2 PSF + 44.5, -55.7 PSF + 44.9, -56.2 PSF + 45.3, -56.7 PSF + 45.7, -57.2 PSF 10' x 7' + 43.1, -53.6 PSF + 43.6, -54.2 PSF + 44.0, -54.7 PSF + 44.4, -55.2 PSF + 44.8, -55.7 PSF + 45.2, -56.2 PSF 10' x 8' + 42.7, -52.8 PSF + 43.1, -53.3 PSF + 43.6, -53.8 PSF + 44.0, -54.3 PSF + 44.4, -54.8 PSF + 44.7, -55.3 PSF 10' x 10' + 42.0, -51.3 PSF + 42.4, -51.9 PSF + 42.8, -52.4 PSF + 43.2, -52.9 PSF + 43.6, -53.3 PSF + 44.0, -53.8 PSF 10' x 12' + 41.4, -50.2 PSF + 41.8, -50.7 PSF + 42.2, -51.2 PSF + 42.6, -51.6 PSF + 43.0, -52.1 PSF + 43.4, -52.6 PSF 10' x 16' + 40.5, -48.3 PSF + 40.9, -48.8 PSF + 41.3, -49.3 PSF + 41.7, -49.7 PSF + 42.1, -50.2 PSF + 42.4, -50.6 PSF 12' x 6' + 43.0, -53.4 PSF + 43.5, -54.0 PSF + 43.9, -54.5 PSF + 44.3, -55.0 PSF + 44.7, -55.5 PSF + 45.1, -56.0 PSF 12' x T + 42.5, -52.4 PSF + 43.0, -53.0 PSF + 43.4, -53.5 PSF + 43.8, -54.0 PSF + 44.2, -54.5 PSF + 44.6, -55.0 PSF 12' x 8' + 42.1, -51.6 PSF + 42.5, -52.1 PSF + 43.0, -52.6 PSF + 43.4, -53.1 PSF + 43.8, -53.6 PSF + 44.1, -54.1 PSF 12' x 1J' + 4t4, -50.2 PSF + 41.8, -50.7 PSF + 42.2, -51.2 PSF + 42.6, -51.6 PSF + 43.0, -52.1 PSF + 43.4, -52.6 PSF 12' x 12' + 40.8, -49.0 PSF + 41.2, -49.5 PSF + 41.6, -50.0 PSF + 42.0, -50.4 PSF + 42.4, -50.9 PSF + 42.8, -51.3 PSF 12' x 16' + 39.9, -47.1 PSF + 40.3, -47.6 PSF + 40.7, -48.1 PSF + 41.1, -48.5 PSF + 41.4, -49.0 PSF + 41.8, -49.4 PSF 14' x 8' + 42.5, -52.4 PSF + 43.0, -53.0 PSF + 43.4, -53.5 PSF + 43.8, -54.0 PSF + 44.2, -54.5 PSF + 44.6, -55.0 PSF 14' x ' + 42.0, -51.5 PSF + 42.5, -52.0 PSF + 42.9, -52.5 PSF + 43.3, -53.0 PSF + 43.7, -53.5 PSF + 44.1, -53.9 PSF 14' x 8' + 41.6, -50.6 PSF + 42.0, -51.1 PSF + 42.5, -51.6 PSF + 42.9, -52.1 PSF + 43.2, -52.6 PSF + 43.6, -53.0 PSF 14' x 10' + 40.9, -49.2 PSF + 41.3, -49.7 PSF + 41.7, -50.2 PSF + 42.1, -50.6 PSF + 42.5, -51,1 PSF + 42.9, -51.5 PSF 14' x 12' + 40.3, -48.0 PSF + 40.7, -48.5 PSF + 41.1, -49.0 PSF + 41.5, -49.4 PSF + 41.9, -49.9 PSF + 42.2, -50.3 PSF 14' x 16' + 39.4, -46.1 PSF + 39.8, -46.6 PSF + 40.2, -47.1 PSF + 40.6, -47.5 PSF + 40.9, -48.0 PSF + 41.3, -48.4 PSF 15' x 6' + 42.3, -52.0 PSF + 42.7, -52.5 PSF + 432, -511 PSF + 43.6,' -53.5 PSF + 44.0, -54.0 PSF + 44.3, -54.5 PSF 15' x T + 41.8, -51.0 PSF + 42.3, -51.5 PSF + 42.7, -52.0 PSF + 43.1, -52.5 PSF + 43.5, -53.0 PSF + 43.8, -53.5 PSF 15' x 8' + 41.4, -50.2 PSF + 41.8, -50.7 PSF + 42.2, -512 PSF + 42.8, -51.6 PSF +43.0, -52.1 PSF + 43.4, -52.6 PSF 15' x 10' + 40.7, -48.7 PSF + 41.1, -49.2 PSF + 41.5, -49.7 PSF + 41.9, -50.2 PSF + 42.3, -50.6 PSF + 42.6, -51.1 PSF 15' x 12' + 40.1, -47.5 PSF + 40.5, -48.0 PSF + 40.9, -48.5 PSF + 41.3, -49.0 PSF + 41.7, -49.4 PSF + 42.0, -49.8 PSF 15' x 16' + 39.2, -45.7 PSF + 39.6, -46.2 PSF + 40.0, -46.6 PSF + 40.3, -47.1 PSF + 40.7, -47,5 PSF + 41.1, -47.9 PSF 16' x 6' + 42.1, -51.6 PSF + 42.5, -52.1 PSF + 43.0, -52.6 PSF + 43.4, -53.1 PSF + 43.8, -53.6 PSF + 44.1, -54.1 PSF 16' x .r + 41.6, -50.6 PSF + 42.0, -51.1 PSF + 42.5, -51.6 PSF + 42.9, -52.1 PSF + 43.2, -52.6 PSF + 43.6, -53.0 PSF 16' x 3' + 41.2, -49.7 PSF + 41.6, -50.3 PSF + 42.0, -50.7 PSF + 42.4, -512 PSF + 42.8, -51.7 PSF + 43.2, -52.1 PSF 16' x 10' + 40.5, -48.3 PSF + 40.9, -48.8 PSF + 41.3, -49.3 PSF + 41.7, -49.7 PSF + 42.1, -50.2 PSF + 42.4, -50.6 PSF 16' x 12' + 39.9, -47.1 PSF + 40.3, -47.6 PSF + 40.7, -48.1 PSF + 41.1, -48.5 PSF + 41.4, -49.0 PSF + 41.8, -49.4 PSF 16' x 16' + 39.0, -45.3 PSF + 39.4, -45.8 PSF + 39.7, -46.2 PSF + 40.1, -46.6 PSF + 40.5, -47.1 PSF + 40.8, -47.5 PSF 14000.E. W 0 0 0 z H I--1 1 0 0 J u_ N N N w cn cc O N 0 w w a z re o t, n w U co F 0 U u. m uj It COPYRIGHT ENG NEERING EXPRESS SKU 101 SCALE: PAGE DESCRIPTION: OF 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 46 NE 93 Street Miami Shores, FL 33138- 1132060130190 Block: Lot: BARBARA ROBERTS 1 Owner Information Address Phone CeII BARBARA ROBERTS 46 NE 93 ST MIAMI SHORES FL 33138 -2816 Contractor(s) ARCO CONSTRUCTION Phone 305 -892 -6507 CeII Phone Type of Work: REPALCE GARAGE DOOR No of Openings: 1 Additional Info: Classification: Residential Scanning: 2 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $2.00 $2.00 $0.40 $110.00 $6.00 $1.60 $123.20 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -5 -11 -40878 05/16/2011 Check #: 192 $ 123.20 $ 0.00 Available Inspections: 1 Inspection Type: 1 In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 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. Futhermore, I authorize the above -named contractor to do the work stated. May 16, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date May 16, 2011 1 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 No VIM f 1 0 6 1011 De o ®aeaseaaeaoaaa ®eaeueea WS i--Sa3 Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): pt./be :/IM 420 k Address: City: 9-r. d5✓teD-r - State: FL Phone #: Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 1 Av E9 0 . City: Miami Shores County: Folio/Parcel #: Is the Building Historically Designated: Yes Miami Dade Zip: `-V1 l ') 4 NO ( CONTRACTOR: Company Name: C C`� Cam, -s (. 634 ,6-7. Address: J � %E f �, (� zip: Flood Zone: L` Sb 7 City: f.J . V-1 (ot.c,t,t j State: Qualifier Name: l-- c C �C S� Vi Phone #: State Certification or Registration #: . G ( 0 ' ( 63 Certificate of Competency #: Contact Phone #: Email Address: FL- DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ O () Square/Linear Footage of Work: Type of Work: Addition DAlteration ❑New ,Repair/Replace feee r— Description of Work: cc+- ❑Demolition * * * * * * * ** *** ********** ********* ****** Fees** **** ********. x**** *****x:*********** * * ****** Submittal Fee $ Permit Fee $ //° ilki CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ TOTAL FEE NOW DUE $ Affelle 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 CONDmONERS, ETC OWNER'S AFFIDAVIT: 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. 414-1_,44-44- A-6oc; Owner or Agent a ontrac • r The foregoing instrument was acknowledged before e this 3 The foregoing instrument was acknowledged before me this -3 day of 1 . k I' , 2011. , by Lt ^" OD , day of who is per • known to me or who has produced who is person 11 known to me or who has produced , 20 LL, by 1 r.�-20L, , As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: IMARY 1 ,r` . SairOJA My Commission Expires Co .34 ca eDit; 5S9 Eap : APR. O 2013 Ettonm TIM; T;. : Mt-MC as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission E NOTARY -Commission D ►: eg &v : AP. aa, you cam, ******** ** ****** ************* * x: ****** *** ***** *********** *** ************** ************ * ******** * * * * * * * ***** APPROVED BY � �'L/J 3 /7 Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)