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WS-12-972� 11 11 Z- - Ictur, BUILDING 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 PERMIT APPLICATION FBC 20 Pe _e: BUILDING ROOT+ OWNER: Name (Fee Simple Titleholder`): Address: /10 /y r � i� / dee e City: P� State: MAY 0 9 26i2 Permit No.w �) 'A -q-7'A Master Permit No. DOP'I W % �O 4�10/t hone#: 3v� - A ( �v Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: '? /Z /' /0 fP P City: Miami Shores County:: Miami Dade Zip: 33/' Folio/Parcel#: // " 071-X - 6 // -00 0 o Is the Building Historically Designated: Yes NO `'' Flood Zone: CONTRACTOR: Company Name: Pf U " 'LSC- Phone#: ,365 4& l :!5j Address: City: �edzI9�/ic / State: 1-4— Zip: ,97� Qualifier Name:�-. �` �i4��,�� f Phone#: bei 5 d 14r-3 State Certification or Registration #: �'�/Z C_ G N Certificate of Competency #:, Contact Phone#: ,�USr b d l es:13 Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ / y"ry . ® V Square/Linear Footage of Work: Type of Works ❑Addition ❑Alteration ❑NewRepair/Replace Description of Work: Submittal Fee $ Permit Fee $ Zj Q CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training(Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE ❑Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 reinspects will be charged. .17.E Signature /' '�` (/i Signature Owner o gent ^ Contractor The foregft acMwieforeVVday ofy who i pa or who hasp duced As identification and who did take an oath. NOT. The for of ' s ment was ckno led bef Nis�z day of , 20 �v ; bywh is e� otlally own to me or who has produ � ' - identification and who did take an oath. APPROVED BY 4W1, � t% Plans Examiner Zoning Structural Review Clerk (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) F -too 0,(, Miarhi Shores Village APPF OV,Ep BY ?-'OiVlt4G DEPT DATE BLDG DEPT S UI3JEOT TO COMPLIANCE T ATE AND COUNTY n' WITy ALL FEDERAL RAND R[GU ,�„�`LATIONS SEC S* AM A X 2 5 ti y3 7 Y� /2-f 04/09/2012- FAOI C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES PS -ZONE 4 Roof Tribute Area Ft Height 10 25 1 30 -58.3 -57.1 -56.2 -553 -54.6 -51.1 -49.9 .0 -48.3 -47.7 .3 v ? 0 -15 ft +47.1 +45.9 +44.3 +43.8 .3 +42.8 -51.8 -MT- -49. -49.0 -48.49 1 -4 8 16 ft +47.8 +46.5 +45.6 +44.9 +44.4 9 17 ft -52.5 -51.2 -50.3 -49.6 -49.0 4 17 ft +46.2 +45.5 +44.9 +44.4 +44.0 +43.6 +43.3 -65.6 -63.0 +48.4 +47.1 +46.2 +45.5 +44.9 +44.4 +44.0 3.3 18 ft -53.1 -51.8 -50.9 -50.2 -49.6 +43.8 -66'3 -63.7 +49.0 +47.7 +46.8 +46.0 +45.5 -55.9 19 ft -53.7 -52.4 -51.5 -50.8 -50.2 -49 19 ft +47.3 +46.6 +46.0 +45.1 +44.7 +44.3 67'0 -64.4 +49.5 +48.2 +47.3 +46.6 +46.0 +45.5 +45.1 +44.7 +44.3 20 ft -54.3 -53.0 -52.0 -51.3 -50.7 -50.2 -49.8 -49A -49.1 20 ft +47.8 +47.1 +46.5 +45.6 +45.2 +44.8 -67'7 -65.1 +50.1 +48.7 +47.8 +47.1 +46.5 +46.0 +45.6 +45.2 +44.8 21 ft +50.6 +49.2 -54'9 -53.5 -52.6 -51.9 -51.3 -50.7 -50.3 -49.9 -49.6 21 ft -63.8 1 ';1 ' ,4 22 ft +50.6 +49.2 +48.3 +47.6 +47.0 +46.5 +46.0 +45.6 +45.3 +51.1 +49.7 -55.4 -54.1 -53.1 -52A -51.8 -51.2 -50.8 -50.4 -50.1 22 ft -64.4 .9'. ��7.4 = ,Ii.. 9.0 -58.2 23 ft +51.6 +50.2 +51.1 +49.7 +48.8 +48.0 +47.4 +46.9 +46.5 +46.1 +45.7 -69.7 -66.9 -55.9 -54.6 -53.6 -52.9 -52.2 -51.7 -51.3 -50.9 -50.5 23 ft +52.0 +50.6 +51.6 +50.2 +49.2 +48.5 +47.9 +47.4 +46.9 +46.5 +46.2 25 It -70.3 -67.5 -56.4 -55.1 -54.1 -53.3 -52.7 -52.2 -51.7 -51.3 -51.0 24 ft +50.1 - .3 .7 7.0 -70.8 -68.0 +52.0 +50.6 +49.7 +48.9 +48.3 +47.8 +47.3 +46.9 +46.6 26 It +52.9 +51.5 -56.9 -55.5 -54.6 -53.8 -53.2 -52.6 -52.2 -51.8 -51.4 25 ft -66.6 -65.1 -63.8 -62.7 -61.8 -61.0 -60.2 27 ft +52.5 +51.1 +50.1 +49.3 +48.7 +48.2 +47.7 +47.3 +47.0 +53.3 +51.9 -57.4 -56.0 -55.0 -54.2 -53.6 -53.1 -52.6 -52.2 -51.9 26 ft +52.9 +51.5 +50.5 +49.8 +49.1 +48.6 +48.11 +47.7 1 +47.4 8 ft +53.7 +52.3 -57.8 -56.4 -55.4 -54.7 -54.0 -53.5 -53.0 -52.6 -52.3 27 ft -67.6 -66.0 -64.8 -63.7 -62.7 -6L9 -61.2 29 ft +53.3 +51.9 +50.9 +50.2 +49,5 +49.0 +48.5 +48.1 +47.7 +54.1 +52.7 -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.4 28 ft +53.7 +52.3 +51.3 +50.5 +49.9 -61.6 30 ft -58.7 -57.3 -56.3 -55.5 -54.9 - .3 T 29 ft +52.1 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 -74.0 -71.1 +54.1 +52.7 +51.7 +50.9 +50.3 7 32 ft -59.1 -57.7 -56.7 -55.9 -55.2 - i, > T a `1 30 ft +54.5 +53.1 +52.1 +51.3 +50.6 +) -75A -72.4 -60.0 -58.5 -57.5 -56.7 -56.0 5 . 32 ft 1 +53.8 +53.0 1 +52.3 +51.7 +51.2 +50.8 +50.4 -77.6 -74.5 +55.3 +53.8 +52.8 +52.0 +51.3 +50.8 +SO 9.5 40 ft -61.1 -59.6 -58.6 -57.7 -57.1 35 ft +56.3 +54.8 +53.8 +53.0 1 +52.3 3 -795 -76.4 -62.8 -61.3 -60.2 -59.4 -58.7 -58• - 401t +57.9 +56.4 1 +55.3 +54.5 +53.8 +53.2 +52.7 +59.4 +57.8 -64'4 -62.8 -61.7 -60.9 -60.2 -59.6 -59.1 -58.6 -58.2 45 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.2 soft -65'9 -64'3 -63.1 -62.2 -61.5 -609 -60.4 -59.9 -59.5 50 ft +60.7 +59.1 +58.0 +57.1 +56.4 +55.8 +55.2 +54.8 +54.4 -82.9 -79'7 -67.2 -65.6 -64.4 -635 -62.8 -62.1 -61.6 -61.1 -60.7 55 It +61.9 +60.3 +61.9 +60.3 +59.2 1 +58.3 1 +57.5 1 +56.9 +56.4 +55.9 +55.5 -84.5 -81.1 -66.8 -6663.41 -65..6 -6.7 -63.9 2 2 -61.8 Soft +63.1 +61.4 +, +61.41+602 +59.3 +58,6 +58.0 +59.3 +58.6 +3 874+6ft 9 +56.5 EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSP) -ZONE 5 Roof Tributary Area (Sq Ft �lelght 15 20 1 25 30 1 35 40 45 50 .1 -60.6 -58.8 -57.5 -56A -55.4 -54.6 -53.9 -53.2 0- +45.9 +45.0 +44.3 +43.8 +43.3 +42.9 +42.5 +42.2 -61.4 -59.7 -58.3 -57.1 -56.2 -553 -54.6 m ° 16 +47.8 +46.5 +45.6 +44.9 +44.4 +43.9 +43.5 +43.1 +42.8 -64.8 -62'2 -60.4 -59.0 -57.9 -56.9 -56.1 -55.3 -54.7 17 ft DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, #106 �W �" _ +48.4 +47.1 +46.2 +45.5 +44.9 +44.4 +44.0 +43.6 +43.3 -65.6 -63.0 -61.1 -59.7 -58.6 -57.6 -56.7 -56.0 -55.3 +49.0 +47.7 +46.8 +46.0 +45.5 +45.0 +44.6 +44.2 +43.8 -66'3 -63.7 -61.8 -60A -59.2J�-5%2 -57.4 -56.6 -55.9 19 ft v "ALTERATIONS, ADDITIONS, NARKNGSToTHIS DocumENTARE NOT POERwnEDAND ASCE 7- 10 +49.5 +48.2 +47.3 +46.6 +46.0 +45.1 +44.7 +44.3 67'0 -64.4 62.5 -61.1 -59.9 -58.0 -57.2 -56.6 20 ft +50.1 +48.7 +47.8 +47.1 +46.5 +45.6 +45.2 +44.8 -67'7 -65.1 -63.2 -61.7 -60.5 -57.8 -57.1 21 ft +50.6 +49.2 +48.3 +46i +45.3 -68A -65.7 -63.8 1 ';1 ' ,4 22 ft +51.1 +49.7 +48.8 ii .1 +45.7 -69.0 -66.3 -64.4 .9'. ��7.4 = ,Ii.. 9.0 -58.2 23 ft +51.6 +50.2 +49.2 ,j6 5 +46.2 -69.7 -66.9 -65.0 -6 . .3 -58.8 24 ft +52.0 +50.6 +49.7 +48.9 +48. 7.3 +46.9 +46.6 25 It -70.3 -67.5 -65.5 , +52.5 +51.1 +50.1 - .3 .7 7.0 -70.8 -68.0 -66.1 -64k-, - :,g[):5 -59.8 26 It +52.9 +51.5 +50.5 1 +49.8 +49.1 +48.6 +48.1 +47.7 +47.4 -71.4 -68.6 -66.6 -65.1 -63.8 -62.7 -61.8 -61.0 -60.2 27 ft +53.3 +51.9 +50.9 +50.2 +49.5 +49.0 +48.5 +48.1 +47.7 72.0 -69.1 -67.1 -65.5 -64.3 -63.2 -62.3 -61.4 760.7 8 ft +53.7 +52.3 +51.3 +50.5 +49.9 +49.4 +48.9 +48.5 +48.1 -72'5 -69.6 -67.6 -66.0 -64.8 -63.7 -62.7 -6L9 -61.2 29 ft +54.1 +52.7 +51.7 +50.9 +50.3 +49.7 +49.3 1 +48.8 +48.5 -73.0 -70.1 -68.1 -66.5 -55.2 -64.1 -63.2 -62.3 -61.6 30 ft +54.5 +53.1 +52.1 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 -74.0 -71.1 -69.0 -67A -66.1 -65.0 -64.0 -63.2 -62.4 32 ft +55.3 +53.8 +52.8 +52.0 +51.3 +50.8 +50.3 +49.9 +49.5 -75A -72.4 -70.3 -68.7 -67.4 -66.2 -65.3 -64.4 -63.6 +56.3 +54.8 1 +53.8 +53.0 1 +52.3 +51.7 +51.2 +50.8 +50.4 -77.6 -74.5 -72.3 -70.7 -69.3 -68.1 -67.1 -66.2 -65.4 40 ft +57.9 +56.4 +55.3 +54.5 +53.8 1 +53.2 +52.7 +52.3 +51.9 -795 -76.4 -74.2 -72.4 -71.0 -69.8 -68.8 -67.9 -67.1 45 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 1 +53.6 +53.2 -81.3 -78.1 -75.8 -74.1 -72.6 -71.4 -70.4 -69.4 -68.6 soft +60.7 +59.1 +58.0 +57.1 +56.4 +55.8 +55.2 +54.8 +54.4 -82.9 -79'7 -77.4 -75.6 -74.1 -72.9 -71.8 -70.8 -70.0 55 ft +61.9 +60.3 +59.2 +58.3 +57.5 +56.9 +56.4 +55.9 +55.5 -84.5 -81.1 -78.8 -77.0 -75.5 -74.2 -73.1 -72.1 -71.3 Soft +63.1 +61.4 +60.2 +59.3 +58,6 +58.0 1 +57.4 +56.9 +56.5 WIND VELOCITY =175 MPH I MRH:5 60' EXPOSURE 'C' BASED ON Kd =1.0 ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO ORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CR 0 a WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL C �IA'no ,i�,� THESE TABLES. 2. TABLES VALID L F ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F R �& L APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10* SHA ' BE D B INEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B ,,(AV E F HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTI D ,PEAK S. ALWAYS ROUND E LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI E OP ING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) M Y AN EFFECTIVE WIDTH THAT NEE) NOT BE LESS THAN ONE-THIRIP ). THE AREA BETWEEN STRUCTURAL OPENINGS ONLTURAL MULLSIF THE TRIAREA OF AN OPO FCRITICAL(0SQARE FEEUSED.ALWA'kY I f0 THE LEERTABLE VE.FORIBUTARYARESH D, GEST PUBLISHED VALUE. 7. 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. S. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. 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 (GCpl=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALtTY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. 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. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED, USE OF THESE TABLES AND COR ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTS J3E N%G1zP ND VERIFIED BY THE GOVERNING BUILDING DEPARTM Rt4 OLDE RRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFE D' S. THIS SPECIFICA 0 T ER ANY PRODUCT APPROVED CERTIFICATION. RE R -RA L _ MITTED TEST CRITERIA AND OTHER APPROVALS FOR DE G TTO` F MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS `0 b +q CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL a (hT M ORDINANCES. 7. NO CERTIFICATIO OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY P N, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAS {)iIbk glLbItINt�IWbo)bJbgNRH, PEAK ROOF WHICHEVER IS SMA J - 0,F LEAST HORIIONTAL HEIGHT DIMENSION OR 3FT (1 IWE 5' QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF a a EAVE HEIGHT ROOF HEIGHT a ® 4 ©© WALL ZONE FIGURES �, f ISO C v0 30 rtenwnna unnn�nnu unm -C) INIT ISSUE Gss TSB D3/05/12 2010 FLORIDA BUILDING CODE ENGINEERING i o m ° I " 3 REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 ASCE 7-10, CHAPTER 30 EXPRESS® x `o r DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, #106 �W �" _ I-+ r - - - MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 8 p z •• to CS -P m 2 11 THIS DOCUMENT IS THE PROPERTY OF FRANK L BERNARDO, PJc AND SHALL NOT BE REPRODUCED W WHOLE OR PART VMHOUTWRIITENCONSENT OFFRANK LBERNARDO,P.E. PH: (954) 354-0660 Fax: (954) 354-0443 WWW.ENGEXP.COM �T U7 v "ALTERATIONS, ADDITIONS, NARKNGSToTHIS DocumENTARE NOT POERwnEDAND ASCE 7- 10 CERT OFAUTHfl9a8S F„ m N &"A o 1 UAff-DADE COUNWY, FLORIDA PRODUCT CONTROL 8ECTION BOILDING AND NlCIGi®ORROOD COMPIdANCE DEPAIT (RNC) 11805 SW 26a' Room Zpg BOARD AND CODE ADMINISTRATION D1vI8ION Mia 4 Flodds 33175 2474 T (785) 315-M F (780 315 99 JELD-WEN, INC. (OR) - 3737 Lakeport Boulevard Klamath Malta, OR 97601 SCOPE: This NOA is being Issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNF Product Control Section to be used in Miami -Dade County and other areas when allowed by the Authority Having Jurisdiction (AHJ), This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fans to perform in the accepted manner, the manufacturer will Incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 116500 Premium Atlantic" Aluminum Horizontal Slider Window - L.M.I. APPROVAL DOCUMENT: Drawing No. JELD0092, titled "Series 6500 Premium Atlantic Horizontal Slider, LMP', sheets 1 through 10 of 10, prepared by PTC, LLC, dated 04/24/2006 with revision 113" on 07/05/2011, signed and sealed by Roberto J. Amoruso, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. 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, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. REVISION of this NOA shall be considered atter a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 09-0916.03 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. Muu� p u NOA No. 11-0426.04 USG_ Expiration Date: August 10, 2016 Approval Date: July 28, 2011 Page 1 Jeld-Wen. Inc. LORI A. DRAWINGS 1. Manufacturer`s die drawings and sections. 2. Drawing No. JELD0092, titled "Series 6500 Premium Atlantic Horizontal Slider, LMI", sheets 1 through 10 of 10, prepared by PTC, LLC, dated 04/24/2006 with revision "3" on 07/05/2011, signed and sealed by Roberto J. Amoroso, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C", Grade 10, per ASTM F 842-04 and per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-210-3588-1, dated 07/08/09, revised and dated 01/06/10, signed and sealed by Gerard J. Ferrara, P. E. (Submitted under previous NOA No. 09-0916.03) 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, Type "C", Grade 10, per ASTM F 842-04 and per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-210 3208-1, dated 10/31 /05, signed and sealed by Gerard T: Ferrara, P. E. (Submitted under previous NOA No. 06-0504.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by PTC, LLC, dated 04/20/2011, signed, sealed and dated 07/05/2011 by Roberto J. Amoruso, P. E. Complies with ASTM E1300-04 Jaime D. Gascon; l'. E. Product Control Section Supervisor NOA No. 114426.04 Expiration Date: August 10, 2016 Approval Date: July 28, 2011 Jeld--Wen. hie. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighbmtood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 10-0413.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated OS/16i2010, expiring on 01/14/12. 2. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2007, dated 04/20/2011, signed and sealed by Roberto J. Amoruso, P. E. 2. Laboratory compliance letter for Test Report no. NCT1-210-3588-1, issued by National Certified Testing Laboratories, dated July 08, 2009, signed and sealed by Gerard J. Ferrara, P. E. (Submitted under previous NDA No. 09-0916.03) 3. Proposal issued by BCCO, dated November 3, 2008, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 09-0916.03) 4. Laboratory compliance letter for Test Report no. NCTL-210-3208-1, issued by National Certified Testing Laboratories, dated October 31, 2005, signed and sealed by Gerard J. Ferrara, P. E. (Submitted under previous NOA No. 06-0504.01) G. OTHERS 1. Notice of Acceptance No. 09-0916.03, issued to Jeld-Wen, Inc (OR) for their Series "6500 Premium Atlantic" Aluminum Horizontal Slider Window- L.M.I.", approved on 03/10/2010 and expiring on 08/10/2011. 5QL- � �- - Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11--0426.04 Expiration Date: August 10, 2016 Approval Date: July 28, 2011 E-2 GENERAL NOTES: 1. 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE 2007 FLORIDA BUILDING CODE (FSC) AT THE DESIGN PRESSURE STATED HEREIN. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT#NCTL-210-M&I DATED060011 AND ASSOCIATED LABORATORY STAMPED DRAWINGS AND WERE TESTED IN ACCORDANCE WITH CURRENT DADE COUNTY PROTOCOL'S. 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE MASONRYAND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OFTHE ENGINEER ORARCHITECTOF RECORD. 3. 1X BUCKS AND 2X WOOD FRAMING (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER .OR ARCHITECT OF RECORD. 4. IN AREAS WHERE WINO -BORNE DEBRIS PROTECTION REQUIREMENTS EXIST, USE OF AN APPROVED MIAMI DADE IMPACT PROTECTIVE SYSTEM S NOT REQUIRED. "",4L A"0N"CSOF9GEDETAILS" INSTALLATION NOTES: S. WINDOW FRAME MATERIAUALUMINUMALLOY 1. ONE (1) INSTALLATION ANCHOR 18REQWRBDATEACHMKNOtLOCATMSHOWAL 80837& 2. THE NUMBER OF 14STALLA11ON ANCHORS DEPWED S THEMINUMNLRABEROPMMM70 S. GLASS MEETS THE REQUIREMENTS OF ASTM BE USED FOR PRODUCT INSTALLATION. E1300.04. 7. DESIGNATION -X' STANDS FOR THE FOLLOWING: 7.1. X OPERABLE PANEL 8, A 1)3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THE DESIGN OFTHE PRODUCT(S) SHOWN HEREIN. WIND LOAD DURATION FACTOR (CD = 1.6) HAS BEEN USED FOR WOOD ANCHOR WITHDRAWAL DESIGN ONLY. S. 'IN ACCORDANCE WITH THE 2007 FBC, SECTION 2411.3.3.3 WOOD SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SECTION 2326.2. 10. IN ACCORDANCE WITH THE 2007 F'BC. SECTION 2003.8.4 DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING'WOOD SHALL HAVE BEEN PROTECTED AS DEFINED IN SECTION 2003.8.4.2 DESIGN PRESSURE RATING (PSF) IMPACT RATING -+80.01-80.0 - LARGE MISSILE SHEET DESCRIPTION IMPACT 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHBR(B} wamm ALLOWABLESHBMSIZE S114INCH. SHIM WHERE SPACECIF V18B4010RGRFATBi000URB, SHMS) SHALL BE CONSTRUCTED OF HIGH DOOM MAgW Olt WMiR 4. FASTENERS FOR INSTALLATION INTO WOOD FRAbONG OR nria GH O( BUCCTo=NMMI MASONRY, OR DIRECTLY INTO CONCRETE I MASONRY SHALL 98 A3 8HO1MN IN•AKUM SCHEDULE• THIS SHEET. S. MINIMUM EMBEDMENT AND EDGE DISTANCE OOLIIDE WALL F14SHES, 84CWD81G BUTNOT LIMITED TO STUCCO, FOAM, MCKVO4M AND MING. 6. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATIONANCHOIRS WO M ORMR JOINTS. 7. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACOORDAt=WITH ANCHOR MANUFACTURER" INSTALLATION INSTRUCTHM AND ANCHORS SHALL NOTEE USM BI SUBSTRATES WITH STRENGTHS LESS THAN THE MINM1M STRENGTH = BVIM ANCHOR MANUFACTURER. 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASH ON S3lIt$IW17B MATERIAL PROPERTIES SHOWN IN 'ANCHOR SCEMAPTHIS GHW. • ANAf0R8tR1®l6s SUBSTRATE TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION 1 2 GENERAL NOTES, INSTALLATION NOTES 6 D.P. CHART 2 2 ELEVATIONS 3 ANCHOR LAYOUTS 3 2 VERTICAL SECTIONS - FLANGSICONCRETE 6 FINM�OOD 4 2 HORIZ. SECTIONS - FLANOEI ONNCRETE 6 FINlWOOD 5 2 VERTICAL & HORM SECTIONS -FLANGEAIYOOD 9 2 GLAZING DETAIL, & BILL OF MATERIALS T 2 COMPONENTS 8 2 CORNER CONSTRUCTION DETAILS -SASH 9 2 CORNER CONSTRUCTION DETAILS -FRAME 10 2 CORNER CONSTRUCTION DETAILS -FRAME (CONT.) 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHBR(B} wamm ALLOWABLESHBMSIZE S114INCH. SHIM WHERE SPACECIF V18B4010RGRFATBi000URB, SHMS) SHALL BE CONSTRUCTED OF HIGH DOOM MAgW Olt WMiR 4. FASTENERS FOR INSTALLATION INTO WOOD FRAbONG OR nria GH O( BUCCTo=NMMI MASONRY, OR DIRECTLY INTO CONCRETE I MASONRY SHALL 98 A3 8HO1MN IN•AKUM SCHEDULE• THIS SHEET. S. MINIMUM EMBEDMENT AND EDGE DISTANCE OOLIIDE WALL F14SHES, 84CWD81G BUTNOT LIMITED TO STUCCO, FOAM, MCKVO4M AND MING. 6. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATIONANCHOIRS WO M ORMR JOINTS. 7. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACOORDAt=WITH ANCHOR MANUFACTURER" INSTALLATION INSTRUCTHM AND ANCHORS SHALL NOTEE USM BI SUBSTRATES WITH STRENGTHS LESS THAN THE MINM1M STRENGTH = BVIM ANCHOR MANUFACTURER. 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASH ON S3lIt$IW17B MATERIAL PROPERTIES SHOWN IN 'ANCHOR SCEMAPTHIS GHW. • ANAf0R8tR1®l6s SUBSTRATE WINDOW ym TYPE aATB NANtl IDI1� = ANGIatQAPoAOFT®W�OR S P(MOM • THRU-FRAAIH gN.AD88P8At70NWE76AI♦a CONCRETE (SRA FLAT HEAD tte RYF TAPCON90 1 -VT 1-11w CMIRUEOWMA DI M1.A01878 ABIDA01888 MASONRY THRILFRAME FLATHED A IIP IRM TAPDONBm • 1 ¢' (SLOCKICK4 (RANGE),8 tB�t ' FLATHEAD. Itl1818/8.41 WOOD THRU-FRAME CUT THREADED NA 14 GORE" } t. M100DtNINAMlBMJN � � SPECIROGRIAMCIPILIEL FLATHEAD W14er ASAI BIBAA 1R'DIL (YAPWMISORE" ANSI 818.8.1 NtlOD FN FRN@ PANHFJO Na 10 1-1Q' sw 60RANIY 68&OF {IAPPINGS01" NDTPe: t)OWtAOVANCID7Hffig6ORM1EC{ltlLOBYt 7APOD1$wU.6E11�FORODIDRSTBRYAWWtY tBBLLIAT�DIt DFORVAMSCMMBFSRJMnBAODNMIKC L=rFLOTHOLRMRNM14Ct3MrPLOTROLBFORNMIM S FORTAP" SOW" FSPLW" 4 AOOMM ARJ.IUSP BLOT FDLSACRN0.1481fQ'IA.ORa3Tt[LOTIWBFalAp.10. EIE g$ v to 3/4°X 30 WEEP SLOTS l W/ PLASTIC BAFFLE --�{ AT T' FROM EACH END ELEVATION SICr=OR VIEW (F .0M 78.825" MAX. OA FIN WIDTH — °-7C MAX. OA FRAME WIDTH — 38.625'MAOA�. SASH WIXDTH�1�� 3 ,20' MAX OA �� D.L.O. WIDTH A4" MAX OA O.LO. WIDTH I I I q I 84.53° 63' 58.25 55!W r4 MAX. OA MAX. OA MAX. O.A. MAX. OA H X X t FIN FRAME SASH D.L.O. 4 HEIGHT HEIGHT HEIGHT HEIGHT 314°X318" WEEP SLOTS W! PLASTIC BAFFLE —+{ �•a— 3 AT z°FROM EACH END ELEVATION MMMOR VIEW (WrrK NA'=G FZ0 _ r 11f1 6°'MAX 14 MAX r—r O.C. Uw.) X$.� 8114" MAX �-- a TMMM. OWMAX 51W MAX FROM CORNERS Cm'J LCLUWMJOF3rfW ANCHOR LAYOUT TAS OR WOOD SCRIEM " O.C. LOL 74" MAX. O.A. CONCIlBrB►MASOIO:YOBWOODSpB9dlk18)Wf, 1 ,iY MINI. 1 1/2' MIN. 2112' MAX. CLUSTER OF 7 WOOD FRAME WIDTH SCFM MS, UrO.C. MIN. 111.2" MIN. 702 U2" O.C. MAX 2112' MAX SPAOM HEA.IDAM SMl 11/2' MIN. 38.825'. MAX. O.A. 3" MAX FROM 2112' MAX 21#7 MAX 1U N16' MAX. �� tnPa 11PY MMV. 112` X. MAX �'"`�'" ' I SASH WIDTH 32.20" MAX. O CORNERS (M.) 32.04° MAX. OA D.L.O. WIDTH D.L.O. WIDTH 8 8° MAX FROM CORNERSCM-) 3° MIN ' 6' MAX 3&b 0 // 51/4° MAX FROM F G _T CORNERS(TYP) 63" 60.375° 55.45'55.75" 4&5 4&5 55.75" CLUSTER OF 3 ITN MAX. O.A. MAX OA MAX OA E X % MAX, O.A. TAPCONS OR WOOD FRAME SASH D.L.O. 48b 4&b D.L.O. SCREWS 31 O.C. MIN. TO X HEIGHT HEIGHT HEIGHT HEIGHT 8° O C. MAX SPACING' 115W. MAX ov O.C. (TYP.) 3/4°X 30 WEEP SLOTS l W/ PLASTIC BAFFLE --�{ AT T' FROM EACH END ELEVATION SICr=OR VIEW (F .0M 78.825" MAX. OA FIN WIDTH — °-7C MAX. OA FRAME WIDTH — 38.625'MAOA�. SASH WIXDTH�1�� 3 ,20' MAX OA �� D.L.O. WIDTH A4" MAX OA O.LO. WIDTH I I I q I 84.53° 63' 58.25 55!W r4 MAX. OA MAX. OA MAX. O.A. MAX. OA H X X t FIN FRAME SASH D.L.O. 4 HEIGHT HEIGHT HEIGHT HEIGHT 314°X318" WEEP SLOTS W! PLASTIC BAFFLE —+{ �•a— 3 AT z°FROM EACH END ELEVATION MMMOR VIEW (WrrK NA'=G FZ0 _ r 11f1 6°'MAX 14 MAX r—r O.C. Uw.) X$.� 8114" MAX �-- a TMMM. OWMAX 51W MAX FROM CORNERS Cm'J LCLUWMJOF3rfW ANCHOR LAYOUT TAS OR WOOD SCRIEM " O.C. LOL slcrIDtCOR VIEW (P1AIQtBX11D T95(d C. MAX CONCIlBrB►MASOIO:YOBWOODSpB9dlk18)Wf, 1 ,iY MINI. 1 1/2' MIN. 2112' MAX. CLUSTER OF 7 WOOD 21/r MAX. SCFM MS, UrO.C. MIN. 111.2" MIN. 702 U2" O.C. MAX 2112' MAX SPAOM HEA.IDAM SMl 11/2' MIN. I lA2' MIM. 3" MAX FROM 2112' MAX 21#7 MAX 1U N16' MAX. �� tnPa 11PY MMV. 112` X. MAX �'"`�'" ' I 3' MAX. FROM �— 1.110 �/ 1111 11 CORNERS (M.) MAX OA. X X D.L.O. HEIGHT "P) r ANCHOR LAYOUT BxrssntoR vmw cWrm mnm mo Igo FMerPtNa' EXTERIOR FINISH , o By MESS CONCRETE 8Y O7H�R S 1 N ITW 7APCANCHOR INSTALLATKM I EXTERIOR FINISH EXTERIOR {SEE GEN. NOTE 2 8c INTERIOR BY OTHERS 4 EEDMENT MB INSTL NOTE 8 ON SHEET 1) d•I p'. 1/2" CL SCREW SHEATHING OTHERS IN 10 10000 SO1tE1► MTALA3 Fi ANO110R 'd a •..d ' 1 1/2” MIN. TO FIN EOCE 1X BUCK BY OTHERS {SEE GEN. NOTE 3 ON •"„< ` i a y * 'a EMBEDMENT a on 3/8'SHEET 1) �:.�,,.. ( 1 48 iMOL OISTAP�C6 a" ) PERIMETER 1/4" MAX. PERIMET✓�501 6 w 1 4" MAX. OTH SHIM SPACE a 1 SHIM AS REO'D (SEE 1 a 9X WOW FRIM 11a Irf 01 � 2 3' B13f. N011 SHIM AS REO'0 (SEE INM NOTE 3, SHT. 1) 1 J19 PAIM (SEB aeiy; . ;1I111l1111PAP ill Co. M b■ , o LAm1a DEI'AIEST — EXTERIOR INTERIOR t e: s ON B 2a 9 9 8 9 8 EMR10A ( 1 48 a a SHIM AS REO'0 (SEE 1 J19 PAIM (SEB 1 IN5TL. NOTE 3. SHT. 1) EXZRIOR FIN OiSiL. NOTE 4 8}R 1) w$hSr�wl 1/4" MAX. BY OTHERS 1 4" MAX Na SPACE r SPACE PERIMETER SEALANT BY OT14M �„ESHIM -� PERIMETER SEALANT BY OTHERS EXTERIOR FINISHa ' } ; • qe ° .`� 1/2" CL SCREWJ SHEA'THINO 31W MOL EM Fmbp. BY OTHERS 4' • • e •,o • 44 q a IX BUCK BY'OTHERS TO FIN EDGE BY OTHERS ✓1N: (M�•) CONCRETE BY E(iS ((MA ONRY` GO. q d (SEE POEN. NOTE 3 ON NO. 1100 WOW��R 4 2X NOOb FRA10N@ 6Y OINMIB (sm�' NO168 Z @ moi. �1 @ NOTE 2 & INS7L NOTE 8 ON SHEET 1} KVM a ON uEsT 1) 497 1 t/2" MM. smsoMENT &%M�+a , ST8 a 8TAT8 MW as M b■ CONCRETE OR MASONRY CONN= an BY OTHERS {{SSEE GEN. �MMR4p0�ttllY I�IR NOTE 2 k INSTI.. NOTE 014 opw 1) 8 ON SHEEP 1) �/ 1x Boat BY O1N0as?s 1X BUCK BY OTHERS a36E6 _DEN.1) N0M 3 ON (SEE OEN NOTE 3 ON SHEEP 1) 17AFCON �' V INSTAL AMONg I I/r MM. ECO! ANCHOR . 1 1/2' MIN, EDGE 01ST. CONCRETE* 2' MIN. EDGE 01ST. MASONRY EXTERIOR flNISH�r '� •'' BY OTHERS 3/8' MIN. EOGI DISTANCE (TYP., 2X -WOOD FRAMING BY OTHERS (SEE GEN. NOTES 2 & 3. INST. NOTE 8 ON SHEET 1.) NO, 10 WOOD INSTALLATION f 1' 1 1/2- MIN. EMO. CONCRETE 1' MIN. EMO. MASONRY 1 /a" MAX. SHIM SPACE / SHIM AS REQ'0 (SEE / ML NOTE 3. SHT. 1) SEALANT EXTERIOR MAX, OA WINDOW MOTH 74' DERQJgMThk �1\'TQLS)CSTIQlj rs 1/4' MAX. SHIM SPACE . SHIM AS REQ'O (SEE IN= NOTE 3. SHT. 1) ril7iBl93 1EW 8 1OR Q // S EE k 2 ON SH DETAILS 7 1/2' N SCREW TO FIN EDGE 4 �I; 1 EXTERIOR FINISH' {7 BY OTHERS 3 SHEATHING BY OTHERS PERIMETER SEALANT BY OTHERS _WOODVPJMSUBSntAT8 SHIM AS REOV (SEE INM NOTE 3. SHT. 1) EXTmoe _MAX. OA WINDOW WIDTH 74'---- Pmm R By 11/r Ma+, Ma ooaors I* MIN. DAO. mAsmw txfum FOOSH BY O1NffRS 0=9 8bm tlBST9A'tg MIN. em 1/4' MAX. owmat Qw.) SM SPACE 2X WOOD FROM BY GYMM SHIM AS REQ'O (80 ( 'O' mm a &J% INSTL NOTE 3. WIT. 1) ` N� B ON 1 &. \ N AO O�IRIILNION AN 1'Ii0 A IN, O6 F — -- FUM .SHEKDM BY onm 7iMETER su wr r ons -I. MT:1710 21 a CONN= an �MMR4p0�ttllY I�IR 014 opw 1) ". r• �/ 1x Boat BY O1N0as?s a36E6 _DEN.1) N0M 3 ON s ; � • 1 4' tN1 fAP00N I I/r MM. ECO! ow. OONMIM MIN. ami MASONRY txfum FOOSH BY O1NffRS 0=9 8bm tlBST9A'tg MIN. em 1/4' MAX. owmat Qw.) SM SPACE 2X WOOD FROM BY GYMM SHIM AS REQ'O (80 ( 'O' mm a &J% INSTL NOTE 3. WIT. 1) ` N� B ON 1 &. \ N AO O�IRIILNION AN 1'Ii0 A IN, O6 F — -- FUM .SHEKDM BY onm 7iMETER su wr r ons -I. MT:1710 21 a NO. 14 WOOD INSTAIJATION A 2X WOOD FRMM OY WOE OISiANS OTHHERS([5EE GEN. NOTES (TV.) 2 A 3, INET. NOTE 8 ON NO. 14 WOOD SCREW SHEET 1.) NWAIAiION ANCHOR I EXYM� OTHM • �. 1' MIN. EDGE 1 1 2' MIN. �5t 2X WOOD FRAMING.SY OTHERS PERINETEBy 011 1/4' MAX. (SEE GEN. NOTES 2 & 3, INST. I SHIM SPACE NOTE 8 ON SHEET 1.) 1 SHM AS REO'D (SEE 8 INSTL NOTE 3. SHT. I) EXTERIOR FINISH - BY OTHERS a > A DOW SEE GLAZING DEMO GHT 1 A 2 ON SHEET 8 3.t F:Xie:B10H A 3��� ! /el 15iESIOB EXIERCA FINISH ay ✓ i+-...... '• •� / W?�T8A18 - NOKQ'D (SEE TES 3.. 3W.. 1) /4' MAX. DM SPACE 1/2' MIN. F7+1a. V MAX. w SPACE IAMV (SM NMNUM 3, 8W. 1) G�FYORIZbN'CALSE� ON Ile MAY. SHIM SPACE SHBG AS RW'D (SES INSTIL NOTE 3, SHt 11 amIM MAG OA MM WI M 74'-.-------•---+ g� 1 1/2' MIN. It" NO. 1F18TA4 WOOD mepl 2X WOOD FR MING W OTNFAB an am Fi m 2 3 4% lir. FM0oN sm +a -- UU®O� :A 2X WOOD FRAMING PERNMR SEALANT ER1 O1H(SEE M. NO NOTES 2 1a. NOTE 8 ON CANTLE ----. MAX. OA WINIM /MOTHS 7`4�'� pla"M P1. Wo M OA/B ---- 0.340" OVERALL LAMINATED GLASS SEE GLAZING DETAILS 1 AND 2 ON THIS SHE GLASS --- 11 - 170'- HIGH WOOL -PILE W INTEGRAL PLASTIC- N WOOL PILE 12 DOW CORNING 995 SILICONE BACK BEDDING SILICONE -- 13 HRWHEL 0ASSEMBLY. NO, -1.4- OUROMETER - 75) -VINYL/STL 14 VINYL WEDGE – DUROMETER 75-80 SHORE D VINYL --- 1.5 14 STEEL -- 6 -- -1/4"016, ITW ADVANCED THREADFORM TECH. TAPCON STEEL I1W 17 3568-1 LOCK ASSEMBLY DIE CAST ALUM. 1 WOOL PILE – 25 --- NOT USED -- 26 CRS C 1018 --- 27 --- INTERIOR VEA SASH CH 6063–T6 SAPA 28 10-065 NSECT- SWER ALUMINUM JELD–WEN 29 --- 41 M vunnn crrtcw .- iuc*Tei I ATinN AW.Wna RTFFI 0.340" OVERALL. LAMINATED GLASS CONSISTING OF: 1/8" ANNEALED GLASS; 0.090 SENTRYGLASS INTERLAYER BY DUPONT; 1/8" ANNEALED GLOSS � >,111 1111 / 3( ASS BITE il, RXk ; 4 0.340" OVERALL LAMINATED GLASS CONSISTING OF: –W— 1/8" ANNEALED GLASS; 0.090 PNB INTERLAYER BY DUPONT; 1/8' ANNEALED GLASS G'ISMSII E r It Ift-f so � 11343 11396 `D FRAME HEAD O FRAME SILL O FRAME JAMB O APPLIEDOHRMJI FINTYP. WALL THICKNESS 0.050" TYP. WALL THICKNESS 0.060" TYP, WALL THICKNESS 0.050" TYP WALL THICKNESS 0.050" � fLv 2.455" 1.572' 1.612"0.275" # g 2.773" --- -----� 2.813" ------ -� 2.773" fVsl O INT. VENTOJAMB STILE O EXT. VENTTM INTERLOCK RLOCK STILE DINT. VENT INTERLOCK STILE O Top 8t BOTrOMJVENT RAIL Se TYp. WALL THICKNESS 0.050" TYP. WALL 0.050" NP. WALL 0.050" EXT. VENT JAMB STILE. , THICKNESS 0.046" 1.736" 1.0188" 1.088" 1.725" 1 �L�.. " I Aeoepaoe.Naii�C�- 0.320" -� 2.005 2.005 ose_ 2.005" �---� --I 0.937" I+- Og 6010LB 23 SILL RISER 26 No TNYMAU T i� M 28 "`i �' ' 0.266 a GLAZING BEAD TYP. �y� THICKNESS 0.068" `�--�- TYP. WALL THICKNESS 0.080" J- - M INSWT � 0.500 ALUMINUM 6063-1'8 0.813 0.048 O v 0.752" 2.490 r� r--»- 0.625 -•� 0.313 0. a �O loin 0.100" IN . ----�-- 270 a Tstate � 0.865" -------� Top s 'X' (active*) Bottom SRS H CORNER •Q ETRI LS NOTE. 1) -BOM appiieable to Sheer S a* DETAIL Top SCALE I/2 DETAIL BOROM SCALE 1 / 2 wV,rM, g PARTS LIST If 8NQTY PART NUMBER DEKFJPl 2 2 02303 Rdw Shim 3 2 0IM Dust CwW COMM 4 • 2 . 01414 VAIWASSMdAy 5 2 00631 Vent Rd 11 1 OO629 111 00004 PARObrMni t 13 1 04849 HoW 90ftmrAft In Pk oe 20 1 8 100169 foxl.WFPHSMRM NOTE. 1) -BOM appiieable to Sheer S a* DETAIL Top SCALE I/2 DETAIL BOROM SCALE 1 / 2 wV,rM, g NOTE' 1) BOM applicable to Sheet 9 aid 10 only. 2) Item No. 5 and 11 above made from 1/16' #ft 4# Biadc or White Om Magid Po>yethykne few w/M Dm FRAME CORNER DETAILS CONTINUED ON SHEET 9 PxftPAft41= PARTS UST ITEM QTY PART NUMBER DESaUMON 1 1 00693 Main Frame SM 2 1 04882 Sill Rises • 3 2 01387 SRI Rim Tape 4 2 01066 Weep Cover AssemWy 5 2 0328931FLN9WF(Sw— Note 2 below) 7 2 00691 Main Frame iamb Ii 2 03283 corder 12. 1 00682 Main.Frame Head 13 12 00169 *8 X 1.00° PPH SMS 14 1 4 100093 ISeam Sear - Clear NOTE' 1) BOM applicable to Sheet 9 aid 10 only. 2) Item No. 5 and 11 above made from 1/16' #ft 4# Biadc or White Om Magid Po>yethykne few w/M Dm FRAME CORNER DETAILS CONTINUED ON SHEET 9 PxftPAft41= 13 13 P 12 a n p DETAIL Top u SCALE 1 / 2 14 AOP'v 13 4 . loom 2 � � 13 �� ° 1 ° 5 ° llad0o No e • NtlM.b P8 14 FRAME -CORNER DETAILS = � 1 DETAIL• Bottom* Jl SCALE 1/2 FROM SHEET. 9 �;a