Loading...
WS-11-68Inspection Number: INSP- 154910 Scheduled Inspection Date: April 04, 2011 Inspector: Bruhn, Norman Owner: #1 LLC, 2260 HOLDINGS Job Address: 18 NW 106 Street Miami Shores, FL 33150- Project: <NONE> Contractor: URC CONSTRUCTION INC Building Department Comments April 01, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762-4949 Permit Number: WS- 1 -11 -68 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360050180 Phone: (786)356 -3651 REPLACE WINDOWS & DOORS 16 OPENINGS 01/19/2011 - PENDING NOC Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Ct. Page 6 of 26 BUILDING PERMIT APPLICATION FBC 20 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 Master Permit No. r j "”g31 AN 1 2 1011 BY: ' .................... Permit No. N V I (V7 Permit Type: BUILDING pp�� OWNER: Name (Fee Simple Titleholder): "2.2. t}OLbWA.;(l ® LLC- Phone #: l�;5 S S O59 Address: t 0 U wiz> r Cit / 1AI.t &(OE 4 State: FL Zip: 33 1 SD NS Tenant/Lessee Name: Phone #: NS Email: tee @! 1 . cc -:i.,, JOB ADDRESS: 12 M t ®6 5T 1 9. City: Miami Shores County: Miami Dade Zip: 3 ■ ,5e, w Folio/Parcel #: Is the Building Historically Designated: Yes NO K Flood Zone: CONTRACTOR: Company Name: UQC. C�' O,U $1 (WC. l Ai UX.Phone #: 71/p '566 ' M51 Address: 1 Z. 74 l 6 cola b irAZ C_t r c le Cit CO( car &aktc, State: FL Zip: 3 3 l 34 Qualifier Name: TUN.' Car o S ll rl. (n G1irr( Phone #: 78 ° 35 - State Certification or Registration #: C'. QG 65 2 Z t Certificate of Competency #: Contact Phone #: Email Address: aC (w i @ he/15007w - due r DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ '24 Square/Linear Footage of Work: Type of Work: ❑Address ❑Alteration Description of Work: ❑New y ►' ' epair/Replace ❑Demolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: \ 9ty ° C2 AI ***************************************Fees******************************************** \j J1 Submittal Fee $ 3� v' Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 4 4b Bonding Company's Name (if applicable) ,W //-a- Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) •` A- 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. Owner or Agent Contractor The foregoing instrument was acknowledged before e this The foregoing instrument was acknowledged before me this 6 r ee.- , day of 1 AA/ , 20 h , by c d ,5 U�d .s��, who is personally known to me or who has produ ed who is personally known to me or who has produced as identification and who did take an oath. day of `TAguctP(, 20 it , by As identification d who did take oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: , VIODD 'S . 1 plres: FEB. 06, 2014 BONDED Mai ATLANTIC BONDING CO.,INC. (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) -STATE OF FLORIDA NOTARY PUBLIC: Si sLIC .sTATE OFFLORIca ro Print: c Cn terittt My Expires: FEB. 06, 2014 1/4 B0NDED MU ATLANTIC BONDING Ca, INC. * *** * **** * ** * ** *** ** * *** * * *x*********** * * * ** *ter * * ** r******** * * *t ** * * ** * ** * * * * * * * *** * * *t * * * * * **** ******* APPROVED BY a'U 7��77 Plans Examiner Zoning Structural Review Clerk LOc 9, V L. isc Al 16 N (06 esi 61.41th.(4 &Art( 2 2007 FLORIDA BUILD DESIGN LOADS FOR COM w:%�t '" 1 INTERIOR ZONE 4 PRESSURES 1 ®LCn4a Mean Roof Height 0 -15ft 168 18 ft 20 ft 22 ft 24 ft 26 ft 28 ft 30 ft 32 ft 34 ft 36 8 38 ft 40 ft 42 ft 44 ft 46 ft 48 ft 50ft 52 ft 54ft 56ft 6011 DESIGN PRESSURES (PSF) - Zone 4 Tributary Area (Sq Ft) 10 15 20 25 30 35 ;. 45 +46.5 -51.1 +47.1 -52.4 +48.3 -53.5 +49.4 -54.6 +50.4 -55.6 +51.3 -58.6 +52.2 -57.6 +53.0 -58.3 +53.8 -59.1 +54.5 -59.9 +55.2 -60.6 +55.9 51.3 +56.5 52.0 +57.1 52.6 +57.7 532 +58.3 -63.8 +58.8 -64.4 +59.4 54.9 +59.9 -65.5 +60.4 56.0 +60.8 -86.5 +61.3 -67.5 +622 -492 +452 -49.8 +45.9 -51.1 +47.0 -522 +48.1 -53.3 +49.0 -54.3 +49.9 -552 +50.8 56.1 +51.6 -58.9 +52.3 -57.7 +53.1 -58.4 +53,7 -59.1 +54.4 -59.8 +55.0 -60.5 +55.8 -61.1 +562 -61.7 +56.7 -62.3 +57.3 -62.8 +57.8 -83.4 +58.3 -63.9 +58.8 -64.4 +59.2 -84.9 +59.7 -65.8 +60.6 -48.3 +44.4 -49.0 +45.0 -50.2 +48.1 -51.3 +47.1 -52.4 +48.1 -53.3 +49.0 -542 +49.8 -55.1 +50.6 -55.9 +51.3 -58.7 +52.0 -57.4 +52.7 -58.1 +53.3 -58.7 +54.0 -59.4 +54.5 -60.0 +55.1 -60.8 +55.7 -612 +582 -61.7 +58,7 -622 +57.2 -62.8 +57.6 -63.3 +58.1 -63.7 +58.5 -84.7 +59,4 -47.6 +43.7 -48.3 +44.3 -49.5 +45.4 -50.8 +48.4 -51.6 +47.4 -52.6 +48.2 -53.5 +49,1 -54.3 +49.8 -55.1 +50.6 -55.9 +51.3 -56.6 +51.9 -57.3 +52,5 -57.9 +53.1 -58.6 +53.7 -592 +54.3 -59.7 +54.8 -60.3 +55.3 -60.8 +55.8 -81.4 +56.3 -61.9 +56.8 52.4 +57.2 52.9 +57.7 -63.8 +58.5 -47.1 +43.1 -47.7 +43.7 -48.9 +44.8 -50.0 +45.8 -51.0 +46.8 -52.0 +47.6 -52.9 +48.4 -53.7 +49.2 -54.5 +49.9 -55.2 +50.6 -55.9 +51.3 58.6 +51.9 -57.3 +52.5 -57.9 +53.0 -58.5 +53.6 -59.1 +54.1 59.6 +54.6 -60.1 +55.1 -60.7 +55.6 -81.2 +58.1 -61.7 +58,5 -62.1 +56.9 -63.0 +57.8 -48.6 +42:7 1 -47.3 +43.3 -48.4 +44.3 49.5 +45.3 -50.5 +48.3 -51.5 +47.1 -52.3 +47.9 -532 +48.7 -53.9 +49.4 -54.7 +50.1 -55.4 +50.7 -58.1 +51.3 58.7 +51,9 -57.3 +52.5 57.9 +53.0 -58.5 +53.5 -59.0 +54.0 -59.6 +54.5 -60.1 +55.0 50.8 +55.4 -61.0 +55,9 51.5 +56.3 52.4 +57.1 -462 +42.3 46.8 +42:9 -48.0 +43.9 149,1 +44.9 -50.1 +45.8 -51.0 +48.7 -51.9 +47,5 -52.7 +482 -53.5 +48.9 -542 +49.6 -54.9 +502 -55.6 +50.8 -56.2 +51.4 58.8 +52.0 -57.4 +52.5 - 58.0 +53.0 58:5 +53:5' -59.0 +54.0 -59.5 +54.5 50.0 +54.9 -60.5 +55,4 -61.0 +55.8 51.9 +56.6 45,9 r +41,9 -48,5 +42.5 -47.7 +43.6 -48.7 +44.5 -49.7 +45.4 -50.6 +46.3 -51.5 +47.1 -52.3 +47.8 53.1 +48.5 -53.8 +492 -54.5 +49.8 -55.1 +50.4 -55.8 +51.0 -56,4 +51.5 57.0 +52.1 «45:5, +41.6 -46:2 +422:: 47.3 +432 •48.4 +442 49:4 +45,1 -50.3 +45.9 -51.1 +48.7 -51.9 +47.4 -52.7 +48.1 -53.4 +48.8 -54.1 +49.4 -54.8 +50.0 -55.4 +50,6 -56.0 +51.1 56.6 +51.7 59.1 +54.0 -58.7 +53.6 -57.5 -57.1 +52.6 +522 -58.1 -57.7 +53.1 +52.7 -58.6 -58.2 +53.6, +53.1 -59.6 -592 +54.5 +54.0 -60.1 -59.6 +54.9 +54.5 -60.5 -80.1 +55.3 +54,9 51.4 -61.0 +56.1 +55.7 0 Z 1 rn 8 In ING CODE & ASCE 7 -05 PONENTS AND CLADDING EXTERIOR ZONE 5 PRESSURES -67.9 +53.6 58.5 +54.0 -69.0 -8 -70." 055.3 -71.1 +56.1 OT BE LWAY MPTI LCU PAN ONE - INGS OF A ED. A UTARY Mean Roof Height 0 -15ft REMARKS INIT ISSUE REVISE FOR 07 FBC CHKD FLB FLB DRWN CL TSB 10 -62.2 +46.5 16ft 18ft 2011 22ft 24 ft 26 ft -60.6 -58.8 +45.9 +45.0 -62.1 -60.3 +47.0 +46.1 53.5 -61.6 +48.1 +47.1 -66.0 -64.1 +49.9 +49.0 -87.1 -65.1 +50.8 +49.8 -83.1 +47.1 -64.6 +48,3 56.1 +49.4 -67.4 +50,4 -68.7 +51.3 59.8 +52.2 28ft 30 ft 32 ft 34ft 36ft 38 ft 40ft 42 ft -64.6 +49.8 -65.6 +50.6 -66.5 +51.3 -67.3 +51.9 -88.1 +52.5 -88.9 +53.1 -69.7 +53.7 -70.4 +54,3 - 70.1 -88.1 +53.1 +52,0 -71.0 58.9 +53.7 +52.7 -71.9 -69.8 +54.4 +53.3 -72.7 -70.8 +55.0 +54.0 -70.9 +53.0 -72.0 +53.8 -73.0 +54.5 -73.9 +55.2 -74.8 +55.9 -75.7 +56.5 -78.5 +57.1 -77.3 +57.7 44ft 46 ft 48ft 50 ft 52 ft 54ft 58 ft 60ft DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR Chit i trICATION. -78.0 +58.3 -78.8 +58.8 -79.5 +59.4 -80.2 +59.9 -80.8 +60.4 -81.5 +60.8 -82.1 +61.3 -83.3 +62.2 Tributary Area (Sq Ft) 15 20 25 30 35 - 59.8 -58.0 +452 +44.4 -64.8 -62.9 +49.0 +48.1 -682 -66.2 +51.6 +50.8 -692 -87.1 +52.3 +51.3 -73.5 -71.3 +55.6 +54.5 -74.2 -72.1 +582 +55.1 -75.0 -72.8 +58.7 +55.7 -75.7 -73.5 +57.3 +562 -76.3 -74.1 +57.8 +56.7 -73.0 +56.3 -73.6 +58.8 -742 +57.2 -74.8 -75.9 +58.5 -77.0 +58.3 -77.6 +58.8 -78.3 +59.2 -78.9 +59.7 -80.0 +60.6 -74.8 +57.2 -75.4 +57.6 -76.0 +58.1 -76.6 -77.7 +59.4 -56.7 +43.7 -57.5 +44.3 -58.9 +45.4 -60.2 +46.4 -61.4 +47.4 -62.6 +48.2 -63.8 -71.1 +54.8 -71.8 -72.4 -55.6 +43.1 +43.7 -57.8 +44.8 -59.0 +45.8 -602 -61.4 +47.6 -62.4 -63.4 +49.2 +49.9 -652 +50.6 -66.0 +51.3 -66.8 +51.9 -67.6 +52.5 -68.3 +53.6 -69.7 +54.1 -70.4 -71.0 +55.1 -54.6 +42.7 -55.4 +43.3 -56.8 +44.3 -58.1 -592 -60.3 +47.1 -61A -62.3 +49A +50.1 +50.7 -85.7 +51.3 -66.5 +52.5 -67.9 +53.0 -68.5 +53.5 -692 40 45 -53.8 +42.3 -54.6 -55.9 +43.9 -572 -58.4 +46.7 -60.4 -61.4 +482 +49.6 -64.0 -64.7 +50.8 -65.5 +51.4 -66.9 +52.5 -67.5 +53.0 -682 +5 -6 +52.6 -67.3 +53.1 -71.6 +55.6 -72.2 +56.1 -72.8 -73.3 +56.9 -74.4 +57.8 -71 +55 2007 FLORIDA BUILDIN5:CODE: DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY=146 MPH EXPOSURE 'C' 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 DESCFUBED BELOW. USE OF CRITICAL CONDMONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd=1.6, TABLE VALUES ARE UNDER-DESIGNED BY A FACrOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIP OR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDING THAN 60' M 4. TABLES VALID FOR ALL ROOF SLOPES. REDU 0 N 10° SHALL BE PERFORMED BY AN ENGINEER AS A S D N (AVERAGE) ROOF HEIGHT PEAK ROOF H REA OF THE 0 TIPLIED BY AN AREAS BERNE ARY AREA DOW ED, USE THE LA OTHERS. ANY Q 0 L (EXTERIOR) ZONE. TIVE PRESSURES FOR USE AS REQU MNIGINEERING 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 1 W:NW.VNGEXP.COM IDTH) OR T BE LESS CTURAL BUTARY ET) SHALL FOR LARGER D AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY EALED BY FRANK L BENNARDO, P.E. NDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. SPONDING WIND VELOCITY, EXPOSURE, AND OTHER ALL BE DICTATED AND VERIFIED BY THE GOVERNING MIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE INTENDED TO OFFER ANY PRODUCT APPROVED EPARATELY SUBMITTED TEST CRITERIA AND OTHER UATION INFORMATION AND APPLICABILITY OF THESE TABLE D BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. SECOND GUST (WIND VELOCITY) FOR A CATEGORY II RCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR SE wrrH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. OR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR URE COEFFICIENT (GCp1=+/-0.18) ENCLOSED BUILDING ONLY. ONALM FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRI He 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 ADDMONAL CERTIFICKRONS 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 NT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. • WALL ZONE FIGURES PEAK ROOF HEIGHT MEAN ROOF HEIGHT troyb FAO3 aementsk1 0 LoadIng111 Calculators ASCE 7-05 FLB - ASCE 7-02 Pressure Charts (0-60).dwg MIAMI COUNT BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 www.miamidade.gov /buildingcode NOTICE OF ACCEPTANCE (NOA) Arch Windows, LLC dba AWP 8130 NW 74th Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may 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 "580" Aluminum Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. W96 -35, titled "Series 580 Alum Single Hung Window (N.I.)" Sheets 1 through 5 of 5, dated 10/10/96 with revision G dated 05/06/10, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad, 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: None 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 # 09- 0316.10 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. NOA No. 10-0518.11 Expiration Date: November 14, 2012 Approval Date: August 25, 2010 Page 1 { Arch Windows, LLC dba AWP NOTICE OF ACCEPTANCE: EVID NCE SUBMITTED A. DRAWINGS 1. 2. Manufacturer's die drawings and sections. Drawing No. W96 -38, titled "Series 580 Alum Single Hung Window (N.I.)" Sheets 1 through 5 of 5, dated 10/10/96 with revision G ated 05/06/10, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahma , P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FB , TAS 202 - 94 2) Uniform Static Air Pressure est, Loading per FBC TAS202 -94 3) Water Resistance Test, per BC, TAS 202 -94 4) Forced Entry Test, per AST 588, TAS 202 -94 along with marked -up drawings and installatio diagram of a series 580 eyebrow top aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5343, dated 10/09/07, si ed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA#09 -03 6.10) 2. Test reports on: 1) Air Infiltration Test, per FB , TAS 202 -94 2) Uniform Static Air Pressure est, Loading per FBC TAS 202 -94 3) Water Resistance Test, per F C, TAS 202 -94 4) Forced Entry Test, per ASTM 588, TAS 202 -94 along with marked -up drawings and installation diagram of a series 580 radius top aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4443, dated 01/26/05, si ed and sealed by Edmundo Largaespada, P.E. (Submitted under previo NOA #09 0316.10) 3. Test reports on: 1) Air Infiltration Test, per FB , TAS 202 -94 2) Uniform Static Air Pressure est, Loading per FBC TAS 202 -94 3) Water Resistance Test, per F C, TAS 202 -94 4) Forced Entry Test, per 1302.paragraph 5 3.1.1 to 3.1.5 along with marked -up drawings and installation iagram of a series 580 aluminum single hung window, glazed w/ 3/16" temp. glas , prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3879, da ed 08/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NO #02- 0507.06) 4. Test reports on: 1) Uniform Static Air Pressure est, Loading per FBC TAS 202 -94 2) Water Resistance Test, per F C, TAS 202 - 94 along with marked -up drawings and installation diagram of a Series 580 Aluminum Single Hung Window, glazed with 1/8" ann. gl s, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3861, dal d 08/07/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NO #02- 0507.06) E -1 Manuel Pere Product Control Ex er NOA No. 10- 0518.11 Expiration Date: November 14, 2012 Approval Date: August 25, 2010 { Arch Windows, LLC dba AWP NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 02/24/09, prepared, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 D. QUALITY 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 May 4, 2010, signed and sealed by Javad Ahmad, P.E. 2. Proposal # 06 -2529 issued by BCCO to Yale Ogron Windows & Doors, Inc. dated 02/07/07, signed by Manuel Perez, P.E., Product Control Examiner. G. OTHERS 1. Notice of Acceptance No. 09- 0316.10, issued to AWP, LLC for their Series 580 Aluminum Single Hung Window, approved on 05/06/09 and expiring on 11/14/12. E -2 M: nuel P P.E. Product Contro miner NOA No. ' 518.11 Expiration Date: November 14, 2012 Approval Date: August 25, 2010 SERIES 580 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOW OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERW.S INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED a c a J 0 p--- 53 1/8" 1 WINDOW WIDTH 50 I/8" VENT WIDTH 6" MAX. HEAD CORNERS TOP CORNERS OF ARCH TOP WOWS. TO 85 SECURED - 8Y SCREWS OR SPOT WELDING 0 i 5 TYPICAL ELEVATION TESTED UNITS INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE 5155 OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REOUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION E�qn 48180 NAIAD DA P EA 70592 C.A.N. 5538 53 I /8" WINDOW WIDTH 50 1 /8" VENT WIDTH 6' MAx. HEAD CORNERS PRODUCT ARMCO sompIylaa *Alb eke Med& Onkibg 0848 liceaplams No Mae U MONOLITHIC GLASS NON IMPACT 0 8. 5 5 c a° B � L°, Y �� Drawing no. W96 -38j sheet 1 o D.L. OPG. (FIXED) OPG. (51MED) _ 13 5/8" II 1 /. II -/- II �I 1 rl CI MAX. II II II H -. II o II , I. 48 I/2" D.L. OPG. 50 11/16' • / n I . n I II O II II 11 it IT q IT . 1 C TT /, it , II '1 II II 48 1/2" D.L. OPG. 50 11 /16" SERIES 580 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOW OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERW.S INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED a c a J 0 p--- 53 1/8" 1 WINDOW WIDTH 50 I/8" VENT WIDTH 6" MAX. HEAD CORNERS TOP CORNERS OF ARCH TOP WOWS. TO 85 SECURED - 8Y SCREWS OR SPOT WELDING 0 i 5 TYPICAL ELEVATION TESTED UNITS INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE 5155 OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REOUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION E�qn 48180 NAIAD DA P EA 70592 C.A.N. 5538 53 I /8" WINDOW WIDTH 50 1 /8" VENT WIDTH 6' MAx. HEAD CORNERS PRODUCT ARMCO sompIylaa *Alb eke Med& Onkibg 0848 liceaplams No Mae U MONOLITHIC GLASS NON IMPACT 0 8. 5 5 c a° B � L°, Y �� Drawing no. W96 -38j sheet 1 o D.L. 13 S /8" OPG. (51MED) _ II 1 /. II -/- II �I 1 rl CI II I 1 II II II H -. II o II , I. 48 I/2" D.L. OPG. 50 11/16' SERIES 580 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOW OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERW.S INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED a c a J 0 p--- 53 1/8" 1 WINDOW WIDTH 50 I/8" VENT WIDTH 6" MAX. HEAD CORNERS TOP CORNERS OF ARCH TOP WOWS. TO 85 SECURED - 8Y SCREWS OR SPOT WELDING 0 i 5 TYPICAL ELEVATION TESTED UNITS INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE 5155 OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REOUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION E�qn 48180 NAIAD DA P EA 70592 C.A.N. 5538 53 I /8" WINDOW WIDTH 50 1 /8" VENT WIDTH 6' MAx. HEAD CORNERS PRODUCT ARMCO sompIylaa *Alb eke Med& Onkibg 0848 liceaplams No Mae U MONOLITHIC GLASS NON IMPACT 0 8. 5 5 c a° B � L°, Y �� Drawing no. W96 -38j sheet 1 o DESIGN LOAD CAPACITY - PSF WINDOW DIMS. TADTH 19 -1/8" 26 -1/2' 37' 42' 48' 53 - 1/8' 19 - 1/8" 25 -1/2' 37' 38 -3/8' 42' (4) 48' 53 -1/8' 19 -1/8' 26 -1/2' 37' 42 ' 48' 53 -1/8' 19 -1/8' 26 -1/2' 37' 42' 48' 53 -1 /8' 19 -1/8' 26 -1/2' 37 42' 48' 53 -1/8" 19 -1/8' 26 -1/2" 37' 42' 48' 53 -1/8' HEIGHT 26" (3) 50 -5/8" (4) 59' (5) 63' (6) 74 -1/4' (6) 1/8" ANN. CLASS ANCHORS METHOD 'A' ExT.(+) 1NT.( -) 60.0 60.0 54.9 46.6 39.5 34.9 80.0 80.0 54.9 46.6 39.5 34.9 60.0 800 60.0 79.3 56.8 56.8 50.0 50.0 37.0 37.0 60.0 80.0 60.1 60.1 43.1 43.1 60.0 60.0 46.2 80.0 64.5 46.2 60.0 80.0 60.0 72.5 47.0 47.0 60.0 74.6 60.0 61.5 ANCHORS METH00 'B' EXT.( +) 60.0 60.0 60.0 60.0 52.7 38.6 60.0 60.0 60.0 56.3 37.0 60.0 60.0 60.0 60.0 60.0 47.9 60.0 60.0 47.0 60.0 60.0 'NM-) 80.0 80.0 80.0 79.3 52.7 38.6 80.0 80.0 75.6 56.3 37.0 80.0 80.0 64.8 80.0 80.0 47.9 80.0 76.7 47.0 74.6 64.1 3/18' ANN. GLASS ANCHORS METHOD 'A' EXI.(+) 60.0 60.0 54.9 46.6 39.5 34.9 60.0 60.0 56.8 50.0 43.8 39.6 60.0 60.0 43.1 37.9 33.2 30.0 60.0 60.0 48.2 40.7 35.6 32.2 60.0 60.0 51.9 45.7 40.0 36.1 60.0 60.0 44.0 38.8 33.9 30.7 1NT.( -) 121.6 87.4 54.9 46.6 39.5 34.9 109.9 79.3 56.8 50.0 43.8 39.8 83.3 60.1 43.1 37.9 33.2 30.0 89.3 64.5 46.2 40.7 35.6 32.2 100.4 72.5 51.9 45.7 40.0 36.1 85.2 61.5 44.0 38.8 33.9 30.7 ANCHORS METHOD E0T.(+) 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 80.0 60.0 80.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.0 1 NT.( -) 125.0 125.0 112.9 95.9 81.3 71.9 125.0 125.0 116.9 102.9 90.1 81.4 125.0 023.7 88.6 78.0 68.3 61.7 125.0 125.0 95.0 83.7 73.2 64.0 125.0 125.0 97.5 85.1 71.9 62.7 125.0 113.4 82.0 74.8 65.5 58.0 9/16' TEN?. 60.500 ANCHORS METHOD '8' E0T.).) 60.0 60.0 60.0 60.0 60.0 60.0 80.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 1142.( -) 210.0 179.7 112.9 95.9 81.3 71.9 210.0 163.1 118.8 102.9 90.1 81.4 171.3 123.7 88.6 78.0 68.3 81.7 183.8 132.8 95.0 83.7 73.2 66.2 206.5 149.0 106.7 93.1 75.8 65.4 175.2 126.5 90.6 79.8 69.8 60.0 • N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. 1/4' DIA. ANCHORS AT THIS LOCATION FOR UPPER HALF OF JAMBS 3/16" DIA. ANCHORS AT THIS LOCATION FOR LOWER HALF OF JA1180 1/4' 019. ANCHORS AT THIS LOCATION FOR UPPER & LOWER HALF OF JAMBS ANCHORS METHOD 'A' ANCHORS METHOD '0' WINDOW WIDTH 1 I WINDOW WIDTH I 1 WINDOW WIDTH I ( WINDOW 9410TH APPROVED CONFIGURATIONS SHAPES SHOWN ABOVE OR SIMILAR n 1/8' ANN. GLASS OR 3/16" ANN. GLASS OR 3/16" TEMP. GLASS GLAZING OPTIONS SILICONE GE SCS 1000 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS -DEC -219 En9r JAW) ANMAO CM. FLA. PE 9 70592 C.A.N. 35:0 m 064001,0"f 89X0509 n eowgl3i. with die Make 911I141,42<74-M A4;M Ne ( 44'." Dote 0 0 ca 0 g c u v t3 8 a I l I = x1� drawing no. W96 -38 (sheet tot 5 TYPICAL ANCHORS 1/4 TAPCONS SEE ELE4. FOR SPACINC C 0 " n NO AI&HORS RE00. AS SILL a OPTIONAL TO BOTTOM LATCH METAL STRUCTURE TYPICAL ANCHORS /14 SMS SEE ELEVS. FOR SPACING LI N TYPICAL ANCHORS /10 SMS SEE ELEV. FOR SPACING MIAMI-DA5E COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 3/16" OR 1/4" TAPCON$ (SEE SHEET 2 FOR USE OF 3/16" TAPCONS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 812 SMS OR SELF DRS lING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1 /8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 910 SMS OR 51IF DRIIIING SCREW$ INTO MIAMI -DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 1 -1/4" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 1/2" MIN. ONE 1/4" X 3/4" ADHESIVE CLOSED CELL FOAM PAD AT EACH END OF FIXED MTG. RAIL. WEEPHOLES: WI = 3/4" WEEP NOTCH AT EACH END TYPICAL ANCHORS 1/4 TAPCONS SEE ELEV. FOR SPACING SEALANT; ALL LOWER FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT SCHNEE MOREHEAD 5504 OR EOUIV. Env: 34441 AHMAO CHL FA. PE / 70592 CAN. 3536 1010 11881)UCT REVISED retiWy+reg wIlbelit Roal/p rc- )41414; /re}AH,.e S,- 7ntirt" 6cre_ Freest / - .,,./., • 2 ( y �ulri *� J� Z r i o P 211 < 8 ',I p �S ce0 4. cot I Cog O'iQO 8 842 •It : z"'' qq0 . W,48 W Bi N va 8 8 a. 0 .0 0 3 A 1 8 ii i 1 J { drawing no. W96 -38 (sheet 3 5 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 2 FOR CAPACITY MIAMI - OADE COUNTY APPROVED MULLION SEE SEPARATE NOA WINDOW WIDTH VENT WIDTH 0.1. OPG. EXTERIOR WINDOW VIDTH TYPICAL ANCHORS 110 Sus SEE ELEV. FOR SPACING WINDOW WIDTH l/4' SHIM ITEM B PART g READ. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS YE -169 1 FRAME HEAD 6063 -T6 - YE - 167 1 FRAME SILL 6063 -T6 - YE -102 2 FRAME JAMB 6063 -56 - 5E -152 1 118(0 Rat 6063 -56 YE - 151 1 VENT 506 1. RN 1 6063 -T6 - 6 5E -168 I VENT 805604 RAIL 6063 -56 - 7 YE -920 2 VENT JAMB 6063 -T5 - 8 - AS R000. GLAZING BEAD ALUMINUM ROLL F0RME0 ID - 2/ VENT 81.000 & TACKLE BALANCE - - 11 5H - 511 AS RE00. BULB VINYL PVC SINGLE 12 Y11-510 AS RE00. BULB VINYL PVC SINGLE 13 YH -5095 AS RE00. PILE - 500.£001 . 187 X . 250 - FlN SEAL (0014810) . 14 5H -504 2/ VENT VENT LATCHES NYLON /CELC12N AT 6' FROM ENDS 14A YH -515 2/ VENT CAM 100(5 WON AT 6' FROM 9905 15 110 X 3/4' 8 FRAME ASSEMBLY SCREWS CRS P19100. PH SUS 16 18 X 1' 2 FIXED RAIL SCREWS CRS CAD PIATED. PH 5115 T7 18 X 1-1/4' 4/ VENT VENT ASSEMBLY SCREWS 01 CRS 0 PLATED. PH 5915 TYPICAL ANCHORS SEE ELLY. FOR SPACING SEE SHEET 2 FOR CAPACITY 1/4' SHIN MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 2 FOR CAPACITY drawing no. W96 -38 (sheet 4 of 5 FRAME HEAD .881 .812 IILL ofix 1.437 L1.062 FIXED RAIL FU 1.187 x.9991 CD 1.625 --i .812 VENT TOP RAIL VENT BOTTOM RAIL 3.527 .815 2.174 —+ .055 — 3.027 1 .125{ vi 1.070 .055 .812 1 .687 L VENT SIDE RAIL 2104 L .J 1.t79 --1 .930 r .0 1.292 ..812 -1.617 FRAME SILL FRAME JAMB 3/4" WEEP NOTCH AT EACH END OF SCREEN RETAINING LEG S.H. FRAME CORNER DETAIL S.H VENT CORNER DETAIL. Env: 4AVAD ARMAD pY FFLA. 1 PE 1 38593 LAN. 3538 2010 9:::4•DU6: r REM EM ec> :Abdul 69ielAt r a Cot" � • rT Wry 474 2012 f 1 1! ° m N CC VI 0 0 drawing no. W96 -38 sheet 5 of 5 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 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 www.miamidade.gov/buildinzcode 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 s , 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 "Jeld -Wen STEEL" 6'8" W/E Outswing Glazed Insulated Steel Door w /wo Sidelights - N.I. APPROVAL DOCUMENT: Drawing No. S -2105, titled "Series Wood Edge Glazed Steel Outswing Door up to 9' -0" x 6' -8" with & without Sidelites ", sheets 1 through 8 of 8, dated 12/13/2001 with revision D dated 10/01/2007, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, 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: None 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 and renews NOA # 02- 1216.09 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 Jaime D. Gascon, P.E. W BC NOA No. 07- 0731.01 Expiration Date: August 15, 2012 Approval Date: November 15, 2007 Page 1 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S - 2105, titled "Series Wood Edge Glazed Steel Outswing Door up to 9' -0" x 6' -8" with & without Sidelites ", sheets 1 through 8 of 8, dated 12/13/2001 with revision D dated 10/01/2007, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202-94 4) Forced Entry Test, PA 202 -94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA - 961 W, dated 10/23/2002, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02- 1216.09) 2. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202.94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 - along with marked -up drawings and installation, diagram of DoorCraft series OXXO configuration Outswing and Inswing glazed wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA - 697W, dated 11/11/01, signed and sealed by Ramesh C. Patel, P.E. with addendum letter dated April 11, 2002 also signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02- 1216.09) 3. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 - 94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA - 697W, dated 11/11/2001, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02-1216.09) E -1 f ig ta.. a... Jaime D. Gascon, P.E. Chief, Product Control Division NOA No. 07- 0731.01 Expiration Date: August 15, 2012 Approval Date: November 15, 2007 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (Continuous) 4. Test reports on 1) Tensile Test, ASTM D 638 -03 along with marked -up drawings and installation diagram of the "Trinity Lite Frame ", prepared by Certified Testing Laboratories, Test Report No. CTLA- 1078H, dated 10/24/02, signed and sealed by Ramesh C. Patel, P.E. with addendum letter dated April 11, 2002. (Submitted under NOA# 02- 1216.09) 5. Test reports on: 1) Self Ignition Test, ASTM D 1929 - 96 2) Surface burning characteristics Test, ASTM E -84 along with marked -up drawings and installation diagam, prepared by Intertek Testing Services, Test Report No. ITS J9906660 -001, dated 04/08/1999, signed and sealed by Douglas Tucker, P.E. (Submitted under NOA# 02- 1216.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 06/29/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and independence, PTC, LLC, dated 06/26/2007, signed, and .sealed by Eric S. Nic E -2 G. OTHER 1. Notice of Acceptance No. 02- 1216.09, issued to Jeld -Wen, Inc. (OR) for their Series "Wood Edge Glazed Door w/ & w /out Sidelites up to 8'4 x 6' 8 Outswing ", approved on 01/30/2003 and expiring on 08/15/2007. Jaime D. Gascon, P.E. Chief, Product Control Division NOA No. 07- 0731.01 Expiration Date: August 15, 2012 Approval Date: November 15, 2007 SH(® DESCRIPTION 1 GENEML NOTES APO TYPICAL ELEVATIONS 2 IcERRCAL CROSS SECTIONS AND Kt OF MATERIALS 3 HORIZONTAL CROSS SECIIOHS 4 HORIZONTAL GROSS SECTIONS MV NOTES 5 ANCHORING LOC4I016 AND DETAILS 6 ANCHL>R9(G LOCATIONS AND DETAILS ' 7 GLAZING DETAILS OfliON PRESSURE RAITAO WHEW WATER frl.TRAIION REOUWREMENT IS NEEDED UNIT TYPE WITH SURTAOE 801.15 WITH OUT DACE SOLIS SSE W/WO SIOEUTES (X. OX, X0, OXO) +65 psi -65 psf +50 psf -50 psi DOME W/AV SDEUTES (xK, oXX, Xxo, MO) 14/A +50 psi -50 1st FLRIVEN6 Steel 8,B WOO EDGE RAZED SPEOUTMAN DOOR1Al/151f7Atl & PRINUTNIXITES GEWIAL NOTES 1. TTOS PRODUCT 1S DESIGNED TO COMPLY WITH TIff 2004 FLORIDA BUILDING (ODE (W/ 2005 & 2006 SUPPLEMENTS) 2. 2X MOOD BUCKS BY OTHERS, MUST BE ANCHORED PRCPERLY TO TRANSFER LOADS TO RE STRUCTURE 3 PRODUCT ANCEIORS SHALL LE AS LISTED AND SPA(D PER ANCHOR LOCATION DRAVMGS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND MALL DFaSNG OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATQIOS. 5. THIS PRODUCT gas TIE WATER fB:QIRREMENTS F(J 9MfZ ZONES. SEE 1Tff DESIGN PRESSURE CHART BELOW. 6. ODORS AND SIDET.ITES REQUIRE MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. SIDEUTES ARE AN OPTION AND CAN BE USED ON A SINGLE OR DOUBLE COhNGURATTON. 8. A LOAD DURATION INCREASE IN ALLOWABLE STRESS 6 USED IN DESIGN OF ANCHORS IdIO WOOD 0NLY. R1 ILA ATEDSTEE LDOOR(Ooliripnlafbtaaeenfliae1 DOM LEAFCOMUCTIOti EggLeggetz 24 ga. -- (0.020') minimum thielmess, Gelvmdted Sleet A -525 commweial gaudy. - AKDO per ASTM 620 with avenge mirxm um yield strength Fy(ove.) = 47,575 psi. Carufesto Expanded polystyrene wlh 1.0 to 125 &s./d density. by Door Pavel Construction; The active and ink pmt are constructed from 2444. (0.020' min) galvanized std. The fade sheet tope and bottoms are bent 90' over the top and bottom rails. The top roll consists of LVL measuring 1.67' x 1.0' high. The bottom rat is rolled farmed 0.021' gabanked steel meowing 1.67' wide x 121' high w/ a 1445' x 3' long x 0. 831' piece of pressed fiber board in the comers of the steel bottom which Is butted 10 the side stiles & secured w/ (1) 0:5 x 2' wire staple at each comer. The sides of the face shat am mil formed onto the LVL latch else and Ponderosa Foe hinge sb'le which memo 1.67' x 1.0'. The interior cavity is fed rah polystyrene. The face sheets are glued to the polystyrene. The panels are ranted to receine the ODL & Trimly Erie Frames. The lite frames are Prot glazed on the intsfor. The ads are glazed w/ 0.125' tempered glass. fewilitkataggiS The sash is constructed from 24GA (0.020' non.) galvanized steel The edges of the face sheet are bent 90' over the polystyrene core and gkwl to it The side6te panels are routed to receive the ODl & Trimly Lite Frames. The Re frames ere wet glazed on the Interior and exterior: The units are glazed w/ 0.125' tempered glass. Frame Gorshuetin The frames are constructed from Ponderosa Rne jambs measuring 1.25' wide x 4. 563 dap. The head jambs are mortised and butt joined to the side jambs and attashed with (3) 1604. 2' x 7/16' crown hire staples. The wits use an aluminum Mnnp face Pernko threshold measuring 4.041' deep x 1' high. The threshold 1s attached to the frame with -(3) MA 2' x 7/16' cram wire staples. TABtEOFCONIB1$ 8 J UNIT COMPONENTS .875' IYP. 60 ' IIAX. 0A PANEL Ht1GHT 81.25' MAX OA MAE HEIGHT • TABLE 1: - 74.5' MAX. 0A ERNE WIDTH -- .125' 36.625' MAX 0A OA PANEL WIDTH P 36 MAX. ANEL ANEL WIOTH 37.75' MAX. 0.14. FRAME WIDTH 36' MAX OA PANEL WIDTH 63.125' MAX. OA D.LO. HETGM D01 E OUISWING tD0T (XX) VIEWED FROM OITERTOR 63. 25" MAX OA DLO. HEIGHT 81.25' MAX. OA FRAME HEIGHT .625' U SWIG E OLRSflING LAS (X) . VIEWED FROM 1tn2 80' MAX OA PANEL HEIGHT 81.25' MAX OA FRAME HEIGHT .63' .75' TIP. 70.25' MAX. 0A FRAME WIDTH .75' MULL BAR TYP. .875' _ �. 36' MAX OA PANEL WIDTH 107' MAX 0A FRAME WIDTH .125' --- 75' MULL 36.625' MAX 0A BAR 'RP. . 36" MAX. OA W AST L PANE. WIDTH Lolls Erie 0. Nielsen Florida P. E No. 41323 1535 Cogswell Stree Suite C25 Rockledge, Florida 32955 Fen Cetxrmb of Auhalmeon N0. 25935 15.5' MAX 0A SIDEUTE FRAME WIDTH 14" MAX OA PANEL WIDTH 15.5' MAX 0A SEINE FRAME WIDTH 14' MAX 0A PANEL WWI 6' MAX OA DLO. 119TH 63.125' MAIL OA DLO. HEIGHT 63.125' MAX OA 0.L0. HEIGHT 110U6E OUTSWING UNIT w! SIIRES ( VIW£O FROM il4TERXIR Prepared S PTT. LLC Pion: 321- 690 -1788 Fax: 321 -690 -1789 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 1 d 8 m.c 12 -13 -0 er: RW NO.. S -2105 .01 suer 1 OF 8 1131, k4. Oaliatol, — Pa- 1 DOOR STEEL FACE SHEET 2 (0.020 IN. 2 FRAME HEAD (FINGER JOINTED PONDEROSA PINE 3 FRAME HINGE JAMB (FINGER JOINTED PONDEROSA PIN 4 FRAME LATCH JAMB fFINGER JOINTED PONDEROSA PINE 5 • x • : k t . „. ..I.L . 6 • X 1 • WOO' - )A T 7 DOOR LATCH STILE LVL 8 SURFACE BOLT SPACD2_031JVVS PLASTIC STEEL ' SURFACE BOLT Miff PLATE IVES) 10 COMPRESSION WEATHERSTRIP FOAM 11 DOOR 717P RAE LVL 12 DOOR BOTTOM RAIL STEEL 13 DOOR HINGE STILE WOOD 14 110 x 1.75 WOOD SCREW STEEL 15 LOCK BLOCK FINGER JOINTED PONDEROSA PIN 16 16 MV TAPCON ANCHOR W 1.25 HN. MED. 17 EXPANDED POLYSTYRENE (1.0 to 1.25 lb./el DENSITY) ElY JELD-WEN 18 MIMING BUMP FACE THRESHOLD (B)' PEMKO) WOOD STEEL FOAM AL I NUM 19 2x WOOD SUB SUCK 1.1ggl g 20 SHIM 0.25" MAX mg. KW DENSITY PLASM OR GREATER 21 KVIAKSET 11 SERIES 4 " TITAN 700 •■1" 3. • I.:4 T NOT SHOWN 3 . x 1.50 PLASCREW OM, IRE FRAME 24 • x 2" PFH W000 SCREW 25 • x 2.50 PFH WOOD SCREW 26 10 x 1" PFH ifOOD SCAM ' 27 TO x r PFH WOOD SCREW 28 SURFACE BOLT (BY P4S) 29 SILICONE CAULK (CR LAWRENCE 33 C) 30 GLAZING COMPOUND (DSD BY 004 SILICONE 31 TRIM NAIL i 461 x .75 tONg STEEL _FAQ 32 3/8" QUARTER ROM) SIDELITE STOP 33 .25*-20 SEX BOLT W/.25"-20 FEMALE END x 1.75" LONG Dmi 34 SCHLAGE KNOB SET #F51 35 SCHLAGE DEMMOLT 36 SMEUTE STEEL FACE SHEET 24G.A. (0.020" MIN. STEEL 37 1/8" TEMPERED GLASS (B)' PPG) 38 ., LITE FRAME S.G. (SPARTECH POLYCOM PP5530 C13 JO PRESSURE TREATED MULIJQN BAR (.75" x 4.5625" x 81.25 40 ALUMINUM EXTRUDED ASTRAGAL (81' IMPERIAL) 41 ASTRAGAL STRIKE PLATE (B)' IMPERIAL) 1IN 42 YALE KNOB HERITAGE SERIES 43 YALE DEAOSOLT HERITAGE SERIES (NOT SHOWN) SUM FRAME HEAD, SILL AND JAMBS (FINGER JOINTED 44 PONDEROSA PINE) 45 UTEFR4ME BY TRINITY FOR .50" LO.U, POLYPROP, 46 7/2 WSUIATED TEMPERED GLASS WY TRJNITY/AMPAC) GIASS POLYPROP. 47 LOE FRAME HY IRWIN FOR r GLASS 48 1" INSULATED TEMPERED GLASS By TRINITY/AMPAC) GLASS STEEL 49 LITE FRAME SCREW 16 x 1.50" LONG PANHEAD (B)' TRINITY) 50 GLAZING COMPOUND DOW 1199 SILICONE 51 ITO WOOD INSTALLATION SCREW W/ 1.50 MIN. EMBEDMENT STEEL 52 DOOR LATCH STRIKE PLATE STEEL 53 000R LATCH DEAD BOLT STRIKE PLATE STEEL 54 1" INSULATED TEMPERED GLASS (B)' PPG) GLASS 55 .r UTE FRAME 1" LG. (SPARTECH POLYCOM PP5530 C13) POLYPROP. 56 OPTIONAL DOOR BOTTOM RAIL. WOOD 57 CORNER BLOCKS MDF 58 MULUON CAP (81.25" LONG) WOOD 59 BRAD TRIM NAIL 16GA. x 1° LONG STEEL 7" 81.25" MAX. O.A. FRAME HEIGHT SEE NOTE 9 ON SHT. 4 EE DETAIL 5.... ON SHEET 5 SEE NOTE 2 ON sta. 4 it) FOR OPTIONAL 1/2" & 1" I.G. SEE SHEET #7 SEE NOTE 2 ON SHT. 4 • a- 1.75' MIN. PANEL. THK. 0 ML-C, tO t (en Eric S. Wean Flnaldo P. E. No. 41323 PTC. �C 1535 Comma Street, Sitle C25 Rockledge. Reda 32955 PPE *MN* d lattaddrad P. 32932 1.25" MIN. EMB. 1.50" MIN. 0.25" EMB. MAX. SHIM CONCRETE/ MASONRY BY OTHERS 2.5" MIN. EDGE DIST. A VERTICAL CROSS SECTION 2) WITH BUMP THRESHOLD 0.125 MIN. GLASS THK. MD8 80.0 MAX. 0) PANEL HEIGHT 0.625* CONCRETE/ MASONRY BY OTHERS 1.50" MIN. 0.25" EMB. MAX, SHIM 1.00" MIN. EMB. EE DETAIL ON SHEET 5 SEE NOTE 6 ON SHE 4 SEE NOTE 2 ON sw. 4 SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 -Sa NOTE 8 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 1.75' MIN. PANEL THK. 0.125" MIN. GLASS THK. 81.25' ma, FOR OPTIONAL 0.A. 1/2" & 1" I.G. FIWOE SEE SHEET #7 HEIGHT CONCRETE/ MASONRY BY OTHERS .75 2.5" MI . MIN. EDGE DIST. m VERTICAL CROSS SECTION 41 AT SIDELITE SASH SEE NOTE 3 ON SHT. 4 SEE NOTE 3 ON S 4 80.0" MAX. 0.A. PANEL HEIGHT CONCRETE/ MASONRY 8Y OTHERS Prepared By: 41, PTC, LLC Phone: 321-690-1788 Fax: 321-690-1789 ''",•.r.PD ,) tItc Ficsids kiunding Co* Acceptance No o: Date ■ 40, , L., Division -0 a SEE NOTE 4 ON SHT. 4 (I) 000® ® 00 OO 0.25' MAX. SHIM 1.50` MW. EMBED. \__SEE DETAIL 5 ON SHEET 5 (n HORIZONTAL CROSS SECTION .k.„3.1 LATCH JAMB TO BUCK SEE NOTE 461 ON SILL 4 FOR OPTIONAL 1/2" & 1' LG. SEE SHEET 17 HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL SEE NOTE 2 ON SHT. 4 0,125` MIN. GLASS THK SEE NOTE 2 ON SHE 4 FOR OPTIONAL ACTIVE 1/2' & 1' LG. SEE SHEET /1 V HORIZONTAL CROSS SECTION 3 HINGE JAMB TO BUCK I.75' MIN. PANEL THK. SEE DETAIL 5 ON SHEET 5 SEE NOTE 1 ON SHT, 4 0.25" MAX. SHIM 1.50' MIL. EMBED. HORIZONTAL CROSS SECTION 3 SURFACE BOLT MOUNTING to M � s etien FRAM P. E. No 41323 PTC 11..0 1 Rockledge, Reed* PAPS oatMode of HAhaNdkn NO. 25634 ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0.31 DUL x 9.0' LG. AT TOP & BOTTOM AG SEE NOTE 7 ON SH7 4 Prepared By. PTC, LLC Phone: 321- -1788 For 321- 690 -1789 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 - Fxpirauo Date MATE: 12 -13 -01 SCALE: N.T.S. WLN RW DWG. BY OK BY DRAriWMG NO.: S -2105 SHEET 3 or 8 SEE NOTE 4 ON SHT. 4 SEE NOTE 2 ON SHT. 4 smmo®oo® see • • 4 • m 0 41 1.50' UN. EMBED. FOR OPTIONAL 1/2' & 1' W. SEE SHEET 17 1.75' MIN. PANEL »111 0.25' MAX. SHIM ,NACTTt�E SEE OETA9. 5 ON SHEET 5 SEE NOTE 4 ON SHT. 4 HORIZONTAL CROSS SECTJON LATCH JAMB TO BUCK SEE NOTE 1 26 ON SHT: 4 0 01 15 FOR OPTIONAL 1/2' & 1' LG. SEE SHEET I7 rn HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL SEE NOTE 2 ON SHT 4 0.125 MIN. GLASS TTOC SEE NOTE 2 ON SHT. 4 FOR OPTIONAL 1/2' & 1" LG. AINE SEE SHEET 17 p HORIZONTAL CROSS SECTION Vi HINGE JAMB TO BUCK 0.125' MIN. GLASS THK SEE NOTE 2 ON SHT. 4 1.75' MIN. PANEL THK SEE DE(111. ON SHEET 5 a,11y'it11; SEE NOTE 1 ON SHT 4 ECM 0.25` MAX. SHIM 1.50' MK. EMBED. tOlkk1 Efic S. Moir Florkc P E E 4132.3 1535 Cogswell Strait Sidte C25 Rockledge, Rollo 32855 FM Woods d klitAtdal I. 26336 ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0.31 DIA x 9.0' LG. AT TOP & BOTTOM tNTERKIR ACTIN SEE NOTE 7 ON VT. 4 HORIZONTAL CROSS SECTION SURFACE BOLT MOUNTING Prepared by samaisnamm PTC, LLC Phone: 321 -690 -1788 Fax: 321- 690 -1789 PRODUCT REVISED as complying with the Florida Building cede Acceptance No o 73 Expiratio. Date B Division 1&71 .011 Prodnd Comrol t 1 NiNS g UmQnl: NE 12 -13 -01 SCNI: N.T.S. Ora. a+': WLN auc sr: RW WARNS No; S-2105 SHEET 3 or 8 0 SEE NOTE 4 ON SHT 4 m®@000(I) 6 GOO 4000 00059 OVID SEE NOTE 3 ON SHT. 4 FOR OPTIONAL. -1/2' & 1 I.G. SEE SHEET 17 SEE NOTE 6 ON SHE 4 0.75 SEE NOTE 5 O ON-N. 4 SEE DETAIL 5 ON SHEET 5 SEE NOTE ON SHT. 4 tel SECTION AT SIDELITE TO LATCH JAMB NOTES: 1. SPACING FOR ITEM 126 THE 110 x 1' PFH SCREWS ATTACHING THE &M AL ASTRAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP; 1.0, 2.5 , 4.0 , 5.5 , 13.0 t8.0° & 260 Z SPACING FOR ITEM 123 THE 18 x 1 1/2" PLAREW IS AS FOLLOWS: TOP & BOTTO HORIZONTALI Y FOR BO1 1X�R & SIDEU1E PANEL 3.6" IN FROM EACH COINER, ONE IN CENTER. ONES VERTIC Y F 80111 D00R & Sly f1E PANELS 3.01 13,0", 26.0; 394; 520; & 63.0 3. SPRIG FOR ITEM 131, THE 16G4 . x 3/4` BRAD TRIM NAIL ATTACHING THE 3/8 QUARTER ROUND TO THE SIDELITE & ITEM 159, THE 16GA. x 1 ` BRAO TRIM NAIL ATTACHING THE MUWON CAP TO THE MUWON IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY fFOR 318' QUARTER ROUND.); 1.25' IN FROM EACH CORNER WITH (1) NAIL MID -SPAN. TFF(f.' SLIDES VERTICALLY: 1.25' FROM EACH END & SW MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM fa5, A 18 x 2 1/2 PFH W000 SCREW. WHEN ATTACHING THE STRIKE PLATE 10 THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 124, A 18 x 2' PFH 5. AG FOR ITEM 125 THE 18 x 2 1/2 PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MUWON, IS AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQLDILLY SPACED ON THE FIELD, 6. THE SIDEUTE PANEL IS SECURED INTO THE SIDELTE JAMB W/ ITEM 129 SILICONE CAULK ON THREE SIDES AND 3/8 QUARTER MINDS SECURED WITH REM 131 BRAD TRIM NAILS x 3/4" LONG. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A 110 x 2" PFH SCREW. WHEN ATTACHING THE FIAT' TO THE JAMB AND SMITE JAMB AT THE MULLION USE ITEM 114,A 110 x 1 3/4' PFH WOOD SCREW. 8. SPACING FOR ITEM 149 THE 16 x 1 1/2" PANHEAD SCREW (TRINITY LITEIRAME) IS AS FOLLOWS: IJTEFRAME FROM THE TOP DOWN YERTTCALLY. 3.25', 10.625; 18.0625; 25.4375; 32.8125; 40.1875; 47.625', 55.0' & 62.375 ° . DOER LITEFRAME TOP & BOTTOM. FROM RIGHT TO LEFT; 3.25; 11.875' & 20.375 SIDQTTF L!!!FRAME FROM THE TOP DOWN VERTICALLY• 3.25; 18.0625', 32.8125; 47.5625' & 62.625 ° . SIDELITE UTEFRAME TOP & BOTTOM. FROM THE LETT; (1) AT 4.4375 ° . .9. ALTERNATE CONCRETE /MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE ITEM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WHEN INSTALLING INTO MUWONS. USE ITEM 1 16 WHEN INSTAWNG INTO CONCRETE /MASONRY SUBSTRATE AT SIDELITE SILLS. EXTERIOR 0.125' MIN. GLASS THK. INTERIOR FOR OPTIONAL 1/2" & 1` I.G. SEE SHEET 17 a SEE NOTE 2 2 ON SHT. 4 Il \ HORIZONTAL CROSS SECTION VJ AT SIDELLTE TO HINGE JAMB 1.50 MIN. EMBED. 1.75' MIN. PANEL THK. 0.25' MAX. SHIM SEE NOTE 5 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 O SEE NOTE 3 31 ON SW. 4 SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 _SEE DETAIL 5 ON SHEET 5 0.125' MIN. GLASS THK. , EXTERIOR INTERIOR I I1 Eric 5. Nielsen Florida P.ENa41323 PTC, U.0 1535 Cogswell Street, Suite C25 Rockledge, Florida FM Welled* el kq/,pAmtloe 110. 254138 FOR OPTIONAL 1/2'& 1' 1.0, SEE SHEET 17 SEE NOTE 7 ON SHT. 4 SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON VT. 4 FOR OPTIONAL 0.75' 1/2' & I' I.G. - SEE SHEET 17 J HORIZONTAL CROSS SECTION 4 AT SIDELITE TO BUCK Prepared By. PTC, LLC Phone: 321 - 690 -1788 Fax: 321 -680 -1789 PRODUCT R as complying with the Florida Building Cade Acceptance o 0 Product D12 AI. a By t °.. Control Division h!! a 1 1a1E: 12 -13 -01 • N.T.S. Ora. BY: WLN CM Br: FEW DRAWING ND.: S -2105 &€Er 4 or 8 81,25' MA L O.A. FRAME HEIGfrf 6' TYP. 5 FACES 0 13.85' EETTAA. 1 – 0 HEAD JAMB ASTRAGAL STRIKE PLATE 6'r TYP 74.5' MAX OA FRAME WIDTH 1 7" TYP. -j rTYP. 1 1 5" 1 36625" /4A1 Eft:, uligi lli 4 3' TYP. r TYP. i SEE DETAIL 1 ON THIS SYT. SEE DETAIL 7 rONSHT.6 - 12.5' TIP. 3 31' --- 12.125" TYP, SEE DETAIL 2 ON THIS SHT. 01X1BLE WTTTVI MEL/TE5 A N! 1OR LOC4P S L 7.375' SEE DETAIL 6 rONSHT. 81.25' VAX OA FRAME HEIGHT 5 SPACES 0 13.85' DETAIL 2 – 0 THRESHOLD DETAIL 3 0 HEAD JAMB DETAIL 4 – ® THRESHOLD ASTRAGAL STRIKE PLATE SURFACE BOLT STRIKE PLATE SURFACE BOLT STRIKE PLATE 36.625' 4.5' TYP. 3' TYP. TYP. —I 1— SEE DETAIL 8 ON SHT. 6 1 5 . 5 ' 1: 3' TYP. --I I-- 1 I-- 3 TYP. 70.25 MAX. OA. FRAME WIDTH SEE DETAIL 3 ON THIS SHT. SI EGLE 000R WITH SID ELIIES.ANCN ' LOCATIONS VIEWED FROM tTVTEIPlOR SEE DETAIL 4 ON THIS SR 8.58' TYP. 6' TYP. 3' TYP. co 1l 101 Eric S. NMom riartdo P. E. No. 41323 y ,Y 1 535 Coaawl6 Strut, Suite C2$ COUNTERSINK FOR INSTALLATION ANCHORS Rte, mod' 32955 MPS o.mama a A25 aton I . 26A35 SEE DETAIL 6 •� �ON 7.375' 31' 31' PRODUCT REVISED as complying with the Florida Building Code –i ' 1.01 Acceptance No 0 Date ' c1EifP" Prepared By. PTC, LLC Phone: 321 -690 -1788 For 321 - 690 - 1789 Division p da Control h :hi nu BUM NO: S -2105 smET 5 OF 8 81.25" MAX. OA FRAME HEIGHT 107' MAX OA /Tow WIDTH 'MINOT 17 ® SPACES 0 13.85' DETAIL HINGES TO JAMB & DOOR 5.5'1 --4. / 36.625" SEE NOTE 7 ON SHEET 4 SEE DETAIL 7 ON THIS SHT. — 1.625 SEE DETAIL 2 ON SHEET 5 DOUBLE 0000? WDH SIRM drutxlOR LO VIEWED FROM INTERIOR D AIL 7 STRIKE PLATES TO ASTRAGAL 7.375 SEE DETAIL 6 ON THIS 5 0 13.85' \ Rig DETAIL STRIKE PLATES TO JAMB SEE NOTE 4 ON SHEET 4 LO 1Il (0 Erb S Nielsen Roe* P. E Na 41323 PTO. LLC 1535 CApsxex Street Salte C25 Rage*, Florida 32955 FEK extxkal° of kittsi:Azation t . Prepared By O Ir RTC, LLC Phone: 321- 690 -1788 Fax: 321- 690 -1789 PRODUCT REVISED as complying with the Flo Building Code Acceptance to iJJI7 1 • F-xP� h 1 1 ma DATE: 12 -13-01 N.T.S. owG. BY: WLN crx m: RW DROWNS NO.: S-2105 6 or 8 GliligintaQUITLONE - SINGLE PANE 1/8' TEMPERED GLASS W/ 1/2' MIN. CLASS EWE SPARTECH POLYCOM PP 5530 C13 Q G aZ1MJ DETAIL T7.NIIY I7E FT 4ME 1" INSULATED TEMPERED GLASS W/ 1/2" MIN. GLASS BITE LUPOY EU -5007 0.125' TEAR. GLASS 0.125' TEMP. GLASS EXTERIOR INTERIOR GUIZIMG DETAIL 0I. LITE FRAME 1' I.G.U. W/ 1/8' r"PERED GLASS W/ 1/2' MIN. GLASS BITE SPARTECH POLYCOM PP 5530 C13 SEE NOTE 8 ON SHT. 4 .25" x .50 INTERCEPT STEEL SPACER 0.500' MIN. GLASS 1HK 0.125' TEMP. GLASS GLASS 50 45 GLAZING DETAIL IRININ LITE FRAME 1/2" INSULATED TEMPERED GLASS W/ 1/2' MIN. GLASS BITE LUPOY EU -5007 0.125' TEMP. GLASS 0.125' TEMP. GLASS 0.124' TEMP. GLASS 0250 AIR SPACE tblit Florida P. E. No. 41323 TIC uC 1335 Coped street. sotto C25 Rockledge, Rondo 32955 FWWE 6.lakd• al Naharleaem N0. ZOO PRODUCT REVISED as complying with the Florida Building Code AcceptanceNo o • .0 O1 Expiration .ate . :SHY a I; Division Prepared % PTC, LLC Phone: 321 690 - 1788 Far 321 - 690-1789 110 5 1 MIMING NO.: S -2105 2 SOU: NJS. tOOL BY: RW WE: 12 -13-01 txec. aw WLN sHEEF L of L 0 .1A0 Lie I ' 4.041 QDUTSIIING BUMP FACE THRESHOLD V.:2 0.051" DK WALL ALUMINUM 1.50' 1.75 --I 1.02' I-- 0 6063-T6 ALUMINUM 1 0.58' 0.62 r 1T 1.21' O 1222832ThxyAy. LJUUI 240A (0201 STEEL 1.00" ASTRAGAL HAS IWO .312' DIA. x 9 LONG BOLTS; 1 ON TOP, 1 ON BOTTOM 41) II 1 1.62' 2,50 1.00' HINGE STO F am. 1 1 0.50 -r 0.53' -.- 0(a2MEMELYMIEME SCHLEGEL Q-LON QDS 850 ■ 0 0 0 •■•■■■•• 6)8528a2KBEE V.VOUPRIAL 0.125* STEEL) 12' 1.25' DIA. VARIES WIDI d HARDY/ARE USED 8W000 LOCK BLOCK LVL - 0.14' 1.67' --1 L. r 1.65" 1 j 1.00' r 0.25' r 1.38 -.1 I 04v4.44 ai.,, 0.375° Vii+N 0.831' 7 - 7 4-„ k1LsAe Qcomutscx EQE 6 QUARTER ROUNQ TV ;.1 PPE V.:i STEEL ROTT91•4 RAIL mom grop MDF x 3.0' LONG PINE 1 r- °513' 1 1013' 1-- VL LATCH STILE 2.03' 2.52' Egat 0.75' (0.25' THX 57EEL) BOO" 0.75' A� BOLT IVES 1454 4.00" 2.17' r - 1.73 0 7.08. 7 2.67 0 O 6 LATCH DEAD 13i2L_LUgg_eILA 1.25 L --- 1 ° I 2.4375' DauLaimbi 2.125' L 4.5625" 0.75' 0.50' - I mum FINGER JOINTED PONDEROSA PINE 0 0 0.75' ,(;52FafiriLL280 (0.50' MK. PLASTIC) 1 Eric & *hien Florida P. E No. 41323 PTC. U.0 1535 Cogswell Street Sena C25 Rocleedge. Florida 32955 Ff Cortirooto Mtkelmtkek P. 2635 2.19' 0.097' -4- 0 4" 18MIIIEUVILI26E x e x .097' MK. STEEL 4.000' Division -II- 0.125' y////////, ///im ,/"'/ 0.75' 2.87' INF PIES .125' STEEL 0 L 0 0 Prepated ey: PTC, 11C Phone: 321-690-1788 Fax 321-690-1789 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 Date o Arta 4/111 1 0 1 Jo cs 8 CC •C cm 12-13-01 SCALE' DWG. BY: RN CHIC RW DRAM NO.: S-2105 sHEET 8 Of 8 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld — Wen, Inc. (OR) 3250 Lakeport Blvd. Klamath Falls, OR 97601 SCOPE: tO 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 Coun Miami Dade In other than Miami Dade County) reserve the right ( County) and/or the AHJ (in areas 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 AM 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 6• W/E Outswing Glazed Steel French Door - L.M.L APPROVAL DOCUMENT: Drawing No. JW0509 03 - 01, titled "Wood Edge Impact Glazed Steel Door 6' -8" Outswing Single or Double ", sheets 1 through 6, of 6 prepared by O. M. Engineering Services, Inc., dated 12/17/04 with revision "C" dated 02/05/08, signed, sealed and dated 06/07/08 by Nimesh Bhaysar, 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 1215.01 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 Jaime D. Gasgon, 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) 372 -6339 www.maimidade.gov/buildingcode NOA No. 08-0312.09 Expiration Date: May 25, 2011 Approval Date: July 24, 2008 Page 1 Jeld — Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No JW0509- 03 -01, titled "Wood Edge Impact Glazed Steel Door 6' -8" Outswing Single or Double ", sheets 1 through 6, oft, prepared by O. M. Engineering Services, Inc., dated 12/17/04 with revision "C" dated 02/05/08, signed, sealed and dated 06/07/08 by Nimesh Bhaysar, P.E. B. TESTS 1. Test reports on: 1) Standard Test Methods for Tension Testing of Metallic Materials, per ASTM E 8 -01 Along with marked -up drawings and installation diagram of the tensile properties of a steel door skin, prepared by Architectural Testing, Inc., Test Report No. ATI 61782.01- 106 dated January 30, 2006, signed and sealed by Joseph A. Reed, P. E. (Submitted under previous NOA # 05 -121 5.01) 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 Resistant 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 outswing steel door, prepared by National Certified Testing Laboratories, Test Report No. NCTL 210 - 3195- 1 dated 09/28/05, signed and sealed by Gerard John Ferrara, P.E. (Submitted under previous NOA # 05- 1215.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by O. M. Engineering Services, Inc., dated 03/07/08, signed and sealed by Nimesh Bhaysar, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03 0827.08 issued to Solutia Inc. for "Clear or Colored Interlayer" dated 03/04/04, and expiring dated 03/04/09. 2. Notice of Acceptance No. 07 0214.07, issued to ODL Inc. for "ODL/Western Reflection Series Aluminum Glazed Lite Kit Assembly- Impact" approved dated 03/22/07, expiring dated 07/28/10. E -1 Jaime D. Gasgon, Chief, Product Control Division NOA No. 08- 0312.09 Expiration Date: May 25, 2011 Approval Date: July 24, 2008 Jeld — Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no fmancial interest and conformance, dated February 22, 2008, signed and sealed by Nimesh Bhaysar, P.E. 2. Statement Letter of conformance and letter of "No financial interest" issued Jeld -Wen, dated February 27, 2008, signed by Steve Saffell. 3. Laboratory compliance letter for Test Report no. ATI 61782.01 - 106 -31, issued by Architectural Testing, Inc., dated February 06, 2006, signed and sealed by Joseph A. Reed, P. E. (Submitted under previous NOA # 05- 1215.01) 4. Laboratory compliance letter for Test Report no. NCTL 210 - 3195 -1, issued by National Certified Testing Laboratories, dated October 07, 2005, signed and sealed by Gerard John Ferrara, P.E. (Submitted under previous NOA it 05 -121 5.01) G. OTHERS 1. Notice of Acceptance No. 05- 1215.01, issued to Jeld — Wen, Inc. (OR) for their Series "6' -8" Outswing Glazed Steel Door — L.M.I. ", approved dated 05/25/06 and expiring dated 05/25/11. E -2 1 Jaime D. Gasgon, P. . Chief, Product Control Division NOA No. 08- 0312.09 Expiration Date: May 25, 2011 Approval Date: July 24, 2008 TABLE OF CONTENTS SHEET # DESCRIPTION t TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTION & BILL OF MATERIAL 3 HORIZONTAL CROSS SECTIONS 4 ANCHORING LOCATIONS 5 COMPONENT DETAILS 6 UNIT COMPONENTS TABLE I DESIGN PRESSURE RATING i�/ APR OTECT TEC T ION FO FOR OR WA ATER TERE PRO INFILTRATION IS REQUIRED POSITIVE .60.0 PSF NEGATIVE -60.0 PSF JF4LD%TEN® Steel WOOD EDGE IMPACT GLAZED STEEL DOOR 6 -8 OUTSWING SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM ODL INC. AND ENDURA PRODUCTS INC. GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) BASED ON THE SIGNED AND SEALED DATE; INCLUDING HVHZAND HAS BEEN EVALUATED IN ACCORDANCE WITH THE FOLLOWING: TAS 201 -94 TAS 202 -94 TAS 203-94 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS USTE6UND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE I, PAGE 1. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONE (HVHZ) 6. PRODUCT DOES NOT REQUIRE SHUTTERS RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) DOOR LEAF CONSTRUCTION: Face sheets: 24 GA (0.021° min) thickness. Galvanized steel A-525 commercial quality AKDO per ASTM 620 with average minimum yield strength Fy(ave) =30627 psi. Core Design: Expanded polystyrene with 1.0 to 1.251bs density, byJeld -Wen Inc. Panel Construction: The active and inactive panels are constructed from 24 GA (0.021 "min) galvanized steel. The face sheets at top and bottom are bent 90° over the top and bottom rails. The top rail measures 1.0" high x 1.688" wide. The steel bottom rail measures 121' high x 1.688' wide. The sides of the lace sheets are roll fanned into the latch and hinge shies which measure 1.00 °high x 1.688" wide. The interior cavity is filled with expanded polystyrene. The face sheets are glued to the expanded polystyrene. The panels are out out for the two -piece ODL Aluminum Gte frame. Units are glazed with tempered and laminated impact 1° IG. On double door applications the inactive door is fitted with an extruded aluminum astragal of 6063 -T5 alloy, manufactured by Endure. Frame Construction: The frames are constructed of llngerjointed pine jambs measuring 4- 9/16 "x 1 -1/4' The head jambs are mortised and butt joined to the side jambs, and attached with three (3) 16GA 7/16" crown x 2" long staples on each side. The threshhold is attached to the side jambs with three (3) 16GA 7/16 ° crown x 2° staples on each side. Glaz1r1A:, ODL insulated tita is 1" overall thickness, consisting gone (1) pane of 0.125° tempered glass; 0.5" air space; two (2) panes of0.125' annealed with .090° PVB interlayer by Solutia. All liter are sandwiched glazed into the panels. 37 1/2 MAX. FRAME WIDTH 35 3/4 MAX. r PANEL WIDTH SINGLE OUTSWING UNIT (%) SCALE: 1/2" =1' -0" } ALL 000R MODELS ARE VIEWED FROM THE INTERIOR SIDE 36 1/2 MAX. PANEL WIDTH W /ASTRAGAL REF ASTRAGAL BOLT ITEM # 12 74" MAX. OVERALL FRAME WIDTH DOUBLE OUTSWING UNIT (Ix) SCALE: t /2" =1' -0" LA 2. N 3 0HJ I—Om U O a. co O Lt W °w0 Z O L O � S to 0 0 0 a. a c� ° ti z O 0 co N DATE U 6 ce tY 0 z O m J w O m O co N o-m < 2/5/08 z O m J w w z w t, m w Q 0 SCALE: AS NOTED DWG. BY: EAG aac BY:S. SAFFELL DRAWING ND.: JW0509 - 03 stEEr 1 OF 6 PRODUCT REVISED s manclyd� with the Flmids Building Cede Ac pr. tceNo 0 -O r , • A4iami 5 ade Product Control NMMESH BHAVSAR FLORIDA P.E. NO. 5E861 c li' mimes slim= eit P.Q sox 6°.4e43 auuu). 31.3256 FM Ce3131 iB.9t mp?!tguo No. 23.637 0 ci cE CO ZO o ZW�a o ^ �� cn -)(Y Item' DESCRIPTION Material 1 SIDE JAMB (1 1/4"x 4 9/16 FINGERJOINTED PINE) PINE 2 HEAD JAMB (1 1/4"x 4 9/16' FINGERJOINTED PINE PINE 3 4 x 4 BUTT HINGE 12GA (.089 MIN) STEEL 4 9 x 5/8 PHIWPS FLATHEAD WOOD SCREW STEEL 5 6 PHIWPS HD SCREW WITFI 1 1/2" MIN. EMBED. STEEL 10 X 1 1/2" PHIWPS FLATHEAD W000 SCREW STEEL 7 8 X 3° PHILLIPS FLATEHEAD WOOD SCREW STEEL 8 #8X1` PHIWPS FLAT HEAD WOOD SCREW STEEL 9 COMPRESSION WEATHERSTRIP (Q —LON QDS -650) 11 OUTSWING THRESHOLD ( ENDURA) (ALUM T6063 —T6) ALUMINUM 12 ASTRAGAL THROW BOLT. STEEL ROD, 5/16" x 18" STEEL 13 ASTRAGAL BOLT STRIKE PLATE LOCATED ON HEAD JAMB STEEL 14 16 Ga. 7/16" MOM x 2" LONG STAPLES STEEL 15 KWIKSET TITAN SERIES LOCK SERIES 400 16 KWIKSET TITAN SERIES DEADBOLT SERIES 780 17 ENDURA ULTIMATE HURRICANE ASTRAGAL (ALUM 6063 —T6) ALUMINUM 18 ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL 19 2x WOOD BUCK WOOD 20 NON COMPRESSION SHIM WOOD 21 DOW 995 SILICONE SEALANT SILICONE 22 1 " WALT IG ASSEMBLY NOA x'03- 0428 -02 CLASS 23 1/8 TEMPERED GLASS GLASS 24 3/8" LAMINATED ANNEALED GLASS GLASS 25 LOCK BLOCK (LVL x 12" LG) LW. 26 TOP RAIL (FINGERJOINFED PINE) PINE 27 BOTTOM RAIL (25GA MIN GALVANIZED STEEL) STEEL. 28 EXPANDED PODSTIRESE (LA 10 1.2586 D!A"SIY BY ,E10-1194) FOAM 29 STEEL DOOR RAND SKIN MATERIAL (24GA GALVANIZED) A -525 COMMERCIAL QUAUIY 0.021" MIN. THICK. SIttL . .) 4 30 A'I' LITE 'API" (. . .a. 15 ALIABSUM 31 HLWGE SIDE FINGER 11 n1 LVL P9tE' 32 LATCH SIDE SOLE ( FINGER JOINTED LVL LVL 33 18 x 2" PHIWPS FLATHEAD WOOD SCREW STEEL. 34 3/16" OW RUIIDELTAPCON WITH 1.25" MIN. ELABEDMEHT SItt. 1/4- MAX. SHIM THK. SEE DETAIL G SHT. 6 O 2 A VERTICAL CROSS SECTION TYP. WOOD FRAME INSTALLATION SCALE.• 6" 1/4 MAX. SHIM THK. SEE DETAIL G SHT. 6 e 2 VERTICAL CROSS SECTION TYR CONCRETE INSTALLATION SCALE.. 6" =1' -O" i DATE: DWO. BY J m w rn re O } 0 2/5/08 scuE: AS NOTED EAG z O �J WIEE (n t 0 CCW 00 Um F- w etS. SAFFEL DRAWWG NO.: JW0509 -03 to z O PRODUCT REVISED es complying with We Florida Bolding Code Acceptance No PSpiE!. • • 18te By !Miami F"1, •, Division NIMESH BHAVSAR FLORIDA P.E. N!). 56861 ON ENCOAMF240 SEMCC. fl A.O. uca 5008 aRLtNaa, R 3208 COPE emt6kam a, A,MaVpfbn Na 28&17 0 tO Ce JO (3 CC F- -i'" ZO Q� Z WlL COO wY � � gQ O h. • SHEET 2 OF 6 A ` 11[1111 � �.., -r Wr`�frllrl 0 0 0 0 0 INACTIVE EXTERIOR ® 0 0 0 ,IMMM \ i Iiplistrila 0 : O Imo EXTERIOR SEE NOTE #3 2 5/8 MIN. C) HORIZONTAL CROSS SECTION TYP. WOOD INSTALLATION (SCALE: 6" = 1' -0 ") 1 1/4 MIN. EMB. INTERIOR SEE NOTE #1 1/4" MAX. SHIM SEE DETAIL G SHEET 6 1/4 MAX. SHIM SEE DETAIL G SHEET 6 (D HORIZONTAL CROSS SECTION TYP. CONCRETE INSTALLATION (SCALE: 6" = 1' -0 ") SEE NOTE #21e, ACTIVE MJ - 0 °ASTRAGAL CROSS SECTION TY ?. (SCALE: 6" = 1' —o") SEE DETAIL G SHEET 6 1 /4" MAX., MIN. SHIM 0 B HORIZONTAL CROSS SECTION TYP. 33 WOOD INSTALLATION (SCALE: 6" =1' -0 ") 1 1/4 MIN. EMB. 1/4" MAX. , SH M I �` 0 SEE DETAIL G r SHEET 6 M�// (I) HORIZONTAL CROSS SECTION TYR CONCRETE INSTALLATION (SCALE: 6" = 1' -0 ") NOTES: 1. ASTAGAL FASTENER SPACING DETAIL F. PAGE 15. (TOTAL OF 14 SCREWS). 2. LATCH AND DEADBOLT STF6KE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES.. BOTH PLATES REQUIRE 18 X 3" PHILLIPS FLAT HEAD WOOD SCREWS 3. FOR ANCHOR SPACING SEE SHEET 4 OF 6 4. 2x BUCK TO SUBSTRATE FASTENING MAY UTNZE OPTIONAL 3/16' ELCO TAPCON (N0A 102- 0503.07) E #3 NIMESH BHA`JSAR FLORIDA P.E. NO. 56881 m 0 U z U a 03 CD VI CO N U a z 0 c9 m W O DATE: 2/5/08 scAIE: AS NOTED DWG. BY: FAG oo BYS. SAFFELL DRAWING M0.: JW0509 -03 SHEET 3 of 6 2 5/8 M N. DETAIL A SCALE: 3" =1' -0" 64— 37 /2" ANCHORING LOCATIONS OUTSWINC SINGLE UNIT (X) SCALE: 1 /2" =1' -0" SEE DETAIL B SHEET 4 SEE DETAIL A SHEET 5 CO ' CO M N W M SEE DETAIL A SHEET 4 ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE DETAIL B SCALE: 3" =1' - 0" SEE DETAIL 8 SHEET 5 N CO tO r 6" SEE DETAIL E SHEET 5 12 2/5" TYP. 6 3 TYP. 3" TYP. 12 2/5" TYP. 74" ANCHORING LOCATIONS DOUBLE OUTSWING UNIT ( / XX) SCALE': 1/2" =1' -0" SEE DETAIL B SHEET 4 SEE DETAIL A SHEET 4 PRODUCT REV1SE cenmt wish U e Roti� B iiU!ng Code Acceptance No " ' • Man)�., .';ft / jr z 0 In w w Z 0 FD O oo z 0 rn z W 0 O N m 0 v L) z O U 0 op 0 1) N 0 O z DATE: 2/5/08 SCALE:AS NOTED DWG. BY: EAG ctnc er:S. SAFFELL OWING NO.: JW0509 -03 slEET 4 Of 6 NIUESH BHAVSAR FLORIDA P.E. NO. 56361 d4GNEDat40 MMES. as. Pal. 130X 560083 MAIM Ft 32859 FHPE Omtinwte Pf_Ht1M 4I n No. 28537 .0 AIL A —HINGE MOUNZINC DETAIL SCALE: , 3" DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD /MASONRY x 1 -3/8" DEEP DETAIL E ASTRAGAL RETAINER STRIKE PLATE FOR SILL SCALE: 3" =1' -0" ANCHOR @ EXTERIOR SIDE EXTERIOR INTERIOR DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU FRAME /MASONRY x 1 -3/8" DEEP DETAIL B THROWBOLT STRIKE PLATE FOR HEAD SCALE: 3" =1' -0" " III II M DETAIL F — ENDURA ASTRAGAL FASTENER SPACING USE ,8x1 PPH FS SCALE: NTS STRIKE PLATES TO ASTRAGAL SCALE: 3/8" =1' -0" 1/2" x 1/4 ALUM SPACER aI > cn INTERIOR o mon SCALE: 6" =1' -0" PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1/8° TEMPERED GLASS f — 1/2 AIR SPACE 0.090" PVB INTERLAYER BY SOLUTIA 1/8" ANNEALED NI`JESH 8HAVSAR FLORIDA P.C. NO. 56661 OM FIICIMENG SERIO2, we P.0 amt 96G0911 OWANOO. n. 326^$ f13PE CAr!kgm c: I IL :Om Na 28837 J cc OI 0 a 0 z 0 0 0 1fI 0 DATE: 2/5/08 z 0 J 11 z w m co co D] z 0 w z w N' N N m H 0 SCALE: AS NOTED owG. sr: EAG CHIC Dr :S. SAFFELL MAIM Na: JW0509 -03 SHEET 5 of 6 DETAIL C STRIKE PLATES TO JAMBS SCALE: 3/8" =1' -0" 3/4" GLASS BITE DETAIL D GLAZING DETAIL ISULATED CLASS 4 9/16" WOOD JAMB FINGERJOINTED PINE SCALE: 6" =1' -0" z 2 1/2" 0 ) 0 @AST&4C4L STRIKE PLATE SCALE 6" =1-0" to 3/16" C -SINK. 18" 4 " J � r 1 N — ��- -1 /16" (Min) ®BUTT HINGE 4z4z12 CA. SCALE 6" =f -0" ASTRAGAL BOLT MAT. - C/R STEEL ROD °ZINC & YELLOW CHROMATE SCALE: 6" =1' -0" --I 9/16" ° COMPRESSION WEATHERSTRIP LDS -650 SCALE: 6" =1' -0" I---- 3 1/8" ---I 17 ENDURA ALUMINUM ASTRAGAL @LOCI( SCALE: LVL WOOD MATERIAL 6063 -T6 1 ®OUTSWING ALUMINUM THRESIIOLII (ENDURA) SCALE: 6" =1' -0" MATERIAL 6063 -7'6 TOP RAIL (PINE) HINGE STILE (LVL) LATCH STILE LVL SCALE: 6" =1' -0" --- 2 1/2" -- °ASTR SILL AGAL STRIKE PLATE SCALE: 6" =1' -0" PRODUCT REVISED as complying with the Florida Baildiiig Code Acceptance NoP ;' + 5/16 _UL BOTTOM RAIL O STEEL 25CA MIN. GALY. SCALE: 6" =1' -0" —.-I 1 3/4" H— ODL LIP -LITE FRAME ° ALUMINUM 6063 T5 SCALE: 6" =1' -0" NIMESH BHAVSAR FLORIDA 2.E_ NO. 56861 / A Date OZ ( gym 0 0 0 aco 0 t0 O w to o 0 3 o) 0 z a 0 6 0 0 z 0 to cc Z W U co 0 oo ro m t� v z 0 U co 0 U z 0 rn Z W U 0 o- Q 2/5/08 w 0 0 z S AS NOTED DWG. EN: EAG CHIC er:S. SAFFELL DRAWING NO.: JW0509 -03 NOTE 1 -USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. 2 -USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. 3 -USE 3/16 ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. WHEN INSTALLING INTO CONCRETE /MASONRY SUBSTRATE AT SIDEUTE SILLS. DETAIL G - COUNTERSINK DETAIL SCALE. 1/4" =1' -0" ou ENGONEEINNG 03%(' s. trc P.O, eox 8!70093 04 800. F4 32858 FHPE CortilloNo of hohori:Nem N°. 30837 SHEET 6 of 6 MIAMl.o DE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA MetalTech, Inc. 7635 West 2nd Court Hialeah, Florida 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.031" (min.) Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 98001, titled " Maximum Impact Storm Panel ", sheets 1 through 7 of 7, prepared by Ramms Engineering, Inc., dated January 10, 1998, Last revision dated January 06, 2006, signed and sealed by Robert S. Monsour, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the M' Dad County Product Control Division. LABELING: Each panel p shall bear a permanent label with the manufacturer's name or logo, city, and the RENEWAL of this NOA shall be considers after a renewal application has been Filed and there has been no ely affecting the performance of this product. er the expiration date or if there has been a revision or change in the uct or as an en or MISSILE IMPACT RATING: Large and Small Mis Impact following statement: "Miami-Dade County P oduct Control Approved ", unless otherwise noted herein. change in the applica building negati g at' i TERMINATION of this NOA will occur a, materials, use, and/or manufacture of the ro o any product, for sales, advertising or any otherpu poses 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 & renews NOA # 01- 1224.07 and consists of this page 1, evidence submitted pages E -1, E -2, & E -3 as well as approval document mentioned above. The submitted documentation was reviewed by Hylmy A. Makar, 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.buildin2codeonline com Expiration NOA Date: No 03/22/201 0110.04 1 Approval Date: 06/01/2006 Page 1 /2006 MetalTech, Inc. 2. EVIDENCE SUBMIT "I'ED UNDER PREVIOUS APPROVAL #00- 1207.03 A. DRAWINGS: 1. Drawing No. 98001, titled "24 ga. maximum impact storm panel", prepared by Ramms Engineering, Inc., dated January 10, 1998, last revised on December 15, 2000, sheets 1 and 5 of 7, August 14, 1998, sheets 2, 3, 6, and 7 of 7, and on December 4, 2000, sheet 4 of 7, all signed and sealed by Robert S. Monsour, P. E. on December 22, 2000. B. TESTS: 1. None. C. CACULATIONS: 1. None. D. MATERIAL CERTIFICATION: 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01- 0205.01 A. DRAWINGS: 1. Drawing No. 98001, titled "24 ga. maximum impact storm panel ", prepared by Ramms Engineering, Inc., dated January 10, 1998, last revised on January 17, 2001, signed and sealed by Robert S. Monsour, P.E. on January 29, 2001. B. TESTS: 1. None. C. CACULATIONS: 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTIFICATION: 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 01- 1224.07 A. DRAWINGS 1. Drawing No. 98001, titled " Maximum Impact Storm Panel ", sheets 1 through 7 of 7, prepared by Ramms Engineering, Inc., dated January 10, 1998, last revision dated September 09, 2002 signed and sealed by Robert S. Monsour, P.E. E -2 Helmy A. Makar, P. E. Product Control Examiner NOA No 06- 0110.04 Expiration Date: 03/22/2011 Approval Date: 06/01/2006 MetalTech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on Large Missile Impact Test per SFBC, PA 201 -94 along with installation diagram of Steel Storm Panel Shutter, prepared by American Test Lab of South Florida, Test Report No. 0 502.02 -02, dated May 09, 2002, signed and sealed by William R. Mehner, P.E. 2. Addendum to Test reports on Large Missile Impact Test per SFBC, PA 201 -94 of Steel Storm Panel Shutter, prepared by American Test Lab of South Florida, Test Report No. 0.502.02 -02, dated July 09, 2002 signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Comparative analysis, prepared by prepared by Ramms Engineering, Inc., dated January 14, 2002 signed and sealed by Robert S. Monsour, P.E. D. MATERIAL CERTIFICATIONS 1. None. 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 98001, titled " Maximum Impact Storm Panel ", sheets 1 through 7 of 7, prepared by Ramms Engineering, Inc., dated January 10, 1998, last revision dated January 06, 2006, signed and sealed by Robert S. Monsour, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Revised calculations for Anchor Spacing Analysis, dated January 06, 2006, 88 pages, prepared by Ramms Engineering, Inc., signed and sealed by Robert S. Monsour, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -3 lids'',') 4 kti-, (/H elmy A. Makar, P. E. Product Control Examiner NOA No 06- 0110.04 Expiration Date: 03/22/2011 Approval Date: 06/01/2006 7/ RAT BAR 2 1/4' Tl MIN/N7WO HOLE5 11 7 /2' O.C. CROSS SECTIONS 44 3 7/32' 1 1/2' 1 3/ 3 7/32 3 1/32' 3 7/32' 1 3/3 • 7/8' 2 3/8' VARIOUS TYPES OF F -TRACK NOT SHOWN 1 1/2' ■. 1 3/3 VARIES 1 4 UV/it/cc SPECIAL NET PANEL SECTION BLOCKING MICAt 0 2' I sr0RM PANEL5 SHALL 8E• 24 GAUGE STEEL. AVM A853 s0 GRADE £ MM. ry - 90 KS4 MINIMUM VALUE WITH .031 MINIMUM THICKNESS NOT DIP COATED. WITH A NOMINAL WIDTH OF 72 1/2' THE STORM PANEL SHUTTER WY BE AISTAILED V&PTIOALLY �I it OR HORIZONTALLY. IN MIN ACCORO4NCE TO 7Hf 0ETA3E5 SPECIFICATIONS HEREIN. ALL SILOS 2/8"( RR ALL MALONEY6 W REVERSE GRELITLW 95.17 S swan 77 S !N p 7/8' L L7N "' 7/4 -20 X 3/4 18-8 57AMI£SS STEEL ra il STUDS REHR to APAUG7095 oN wow 2 1/ 3 MGM mouNYING HOLES LOCATED ON DINER HOR ZON9AL 013 VERTIOU LEO ®®'N STUDDED ANGLE DETAIL 1/8' o 1 1/2' FLAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE COMPLIES WITH: (104104 WILDING CODE TESTED 70 TAS201, 7.45202 AND TAS2O3 DESIGN CRITERIA: WIND LOADS TO BE CALCULATED AS PER ASCE 7 NO 1NCRESE IN ALLOWABLE STRESS WAS USED IN THE DESIGN OF MIS PRODUCT GENERAL NOTES: ALL ALUMIMAJ EXTRUSIONS TD BE ALLOY 8003 -16 OR EQUAL PANELS 4147 BE NOTL/IE0 OR MITERED TO ACCOMMODATE AN OBS7RICTTON PANELS MAY HAVE A APPLE() 571R£ GRIP OR A HEMMED EDGE ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF 171E FOLLOWING OR EQUAL 79771 MINIMUM ULTIMATE LOAD VALUES SHOWN 1/4' OM. RAWL LOK /BOLT ANCHOR ( SLEEVED DRIVE ANCHOR ) AKIN. TENSILE 1190 - MIA. SHEAR 1520 - 1 1/8' MIN. EMBED. W CONCRETE MIN TENSILE 1200 - MIL SHEAR 7270 - 1 7/8' MIN. EMBED IN MASONRY 1/4 -20 RAWL CALK -/N ANCHOR ( MACHINE SCREW ANCHOR) 87714 1/4 -20 BOLTS MIFL TENSILE 1870 - M/N SHEAR 1730 - 7/8" MIN. CAMEO. IN CONCRETE 4114. TENSILE 880 - MIN. SHEAR 1340 - 7/8" MIN. EMBED. IN MASONRY 1/4' PERMA -SEAL TAPPER BY RAWL ( MASONRY SCREWS VARIOUS HEAD TYPES ) MIN. TENSILE 1520 - ADM SHEAR 1980 - 1 1/2' MEN. EMBED. 114 CONCRETE MW. TENSILE 880 - MIN. SHEAR 1270 - 1 7/4' MIN. EMBED. IN MASONRY 7/4' ZAMAC KAOLIN BY RAWL ( 2AMAC HAMMER DRIVES MML TENSILE 980 - MIN. SHEAR 1400 - 1 3/8' M /N. EMBED. W CONCRETE MIL TENSILE 730 - MW SHEAR 1320 - 1 1/4' MIN. EMBED. W MASONRY ANCHORAGE TO WOOD CONSTRUCTION SHALL 85 1/4' STEEL LAGS OR LARGER WIN 7' MIY IHRFAD PENETRATION 7/4 -20 BRASS WOOD 8U6HONG5 OR 1/4' ELOO PANEL MATES OR MASONRY SCREW WITH 1 7/9' MIN. THREAD P£N£7RADON REFER TO SHEETS 5,6 & 7 of 7 FOR ANCHOR SPAGNG AND MINIMUM EMBEGWEN72 TT SHALL BE THE RESPONSIBILITY OF THE COINRAC70R TO VERTfY THE SOUNDNESS Of THE STRUCTURE TO WITHSTAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE EACH PANEL. SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING ' METALT£G, INC. 4ALE44, FL ' ' D4D£ COUNTY PRODUCT CONTROL APPR0785 484180210 TO OWNER OR MUM' LOCATED W EACH HEADER OR ONE PANEL OF EACH OPENING. STATING ' STORM PANELS WEI NOT OFFER 11URMC4NE PROTECTION L1LESS ALL REINFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED WHEN WOWED " PERMANENT FA5TENER COMPONENTS EMBEDDED ANCHOR BOLTS THREADED CONES OR METAL WELDS NOT W 464 MUST BE PROTECTED AG.4/57 CORROSION. CONTAA4A'ARON AND DAMAGE' AT ALL 771.15 3/4'77139. .125 THICK K .i4O �ASH ROB ` ' ' , �TdONSOUR, PE E : - 0008024 PATS" 07Gf1EEENG, (MC. PRODLIC.'..:.:VISED as 3ampiyla wllL 1773 1+17a4da 84EE1n Code Amep...re ,NuO Espirot DM3 c7 Coo7rol 17.0 24 ga. REVISiata 03/20/9 SP 06/12/98 SPI 08/14/98 SP 12/15/00 SP 01/17/01 SP 07/15/02 SP 09/09/02 SP 1/05/06 SP. I 44 err 1 SEP /am 07/x0/88 oat • •• • • ••• • ••• • E.D. ••• 0 DETAIL 1 0 . b SEE ANCHOR SCHEME CCMMCT1ON TYPE it" 0 0 FLOOR PLUG AND MACMA5 scram ANCICR I2 as Mil SON PANS MR) HEADER or SAL E.D. k 0©00oR® • • • • • EE ANCHOR SCHIMU E • HFADFRbr SILL• • WMyCT1011 TYPE 9N • • • •W•• ••0000 • • • DL S • • ••••• • •• • . • • • •• •• Walk 7_4 oit • oasnogreati • • • • • • DETAIL 9 SPECIAL PAVEL CONFIGURATION 845 ID WITH A RE NEEtIED FOR WIDTHS. PANELS AMY 74400-017 05 2 M4 S POP 0 3 /B ratiUR NE75 AQ 10-24 BOLTS 16 as RETURN PAN 0 MUMS FIANCE AMY BE REVERSED 1/4 -20 17087 t1 BOLT W/ LOCK NUT 12' 0.C. • • • © � •••••• • 2ASTEN TOGEHER NMTN M RIMS OR 18 ?EC( SCREWS 12 as • • • • • tit 0 0 RETWW 5Yy ANGLE TUBE OR 8900 MIST BE Law aV ALL RUED OUT COWMAN 70 0105E Orr FNOs goad Sys 8w WYM MBLM SEE ANCHOR SCHEDULE CONNECTION TYPE "C" C -liELDER w 561 DETAIL 2 PLAN VIEWS fflii O ., O MAY BE RsrA IN REVERSE DIRECTION 0 E.D.. NoT6r NOT1E 7 5/8' MAX X NOM*. • E 0 OR ®7`/18 BLOCKING BOLTED 706ER6R MON 7/4 -20 DM 80V W/ LOOK NUT 6 O.0 USED AS HEADER OR SLL. L t' MW. SEE ANCHOR SCHEDULE COMEA110N TYPE'!° DETAIL 6 SILL A MAY aaTALLED W REVERSE DIRECTION AS W DETAIL 6 f /h20 a0tr E' !NOV DOMIN OW TAaM me 'EO NW PEP MUM= MAXMM PANG NNW 7V. • DETAIL 10 501 /NI E ® '0 HEADER sr SYLI. EO E0 285 ANCHOR 5CHHEDRE COMMOTION TYPE "A" DETAIL 3 £ b. 0171 /1 SIB BLOCKING 8077EG TOGETHER RIM 1/4-20 TIM BOLT W/ LOO( NUT 6' aG USED A5 HEADER OR SILL y ®7/16 Ln0CmJQ 1/4 - 20 MASHINE SCREW ANCHOR WITH Sm£1AUC BOLT OR 7/4' MASONRY SCREW .r 0C E0 3' BM EDGE DISTANCE POURED CONCRETE ONLY OP7701441. USE OF 1/8" ARGUE FOR P710085 OF mamma BLVt NOW PUAS AND SCREW ALYKOR If 4 ALLOW SLOW MOWING HOLE ANY 8E 73D W come no aTp,Lat, 71P. ray ALL HOW I: 011 70P SPECIAL PAN APf7k475561 Sit ON W7708 MAXIMUM GAP BETWEEN STR018 PANE. 7/4 x 3/4 MISER SPoDS AND P.L.C. SHALL NOT EXCEED 7/4' I MLR WLWARED YANSW05 RYA) Au. MEWED FROM FROM MEW DR 1/4-20 KNOWIlT 70771 1 /4-&A Ham awl OAP.) WSIO£ EYOSE71 PAN ASSEALBCY =LW Awn HORNER AT 8077ao 70 5455 MR ST141 AND mmantuT W SaL (EAOR Sm9) \--C) HE"' . SIU. ��� Oar HEADER or Sal ,E• ; i EC • • SEE ANCHOR SCHEDULE CONNECIION TYPE "C' DETAIL 4 CONTINUOUS Y7000 BLOCKING VARIOUS SIZES DETAIL 7 W 84075* 1' MAN. SEE ANCHOR 5CHEDUIE CONNECTION TYPE 'A" NOTE* OR OTHER HEADER or 501 REFER TO RAT APPIMA7NOT FOR PROPER CONNECDON TYPE \E.D. STORM aANEL ROBERT S. MONSOUR, PE EB-0008024 a9 caw 2 7/4' MAX. NOTEL* PIAILNILP1 I PAiCP STORM PANEL HORIZONTAL AVSTALLA7l05 ELEVATION E.D\ isL7 0 I 0 QET'IL 11 VERTICAL INSTALLATION ELEVA770N 11 • � ED NOTE: SEE 45001087/80175 CONERCTICN TYPE Y ,DETAIL 8 SW ANCHOR SCHEDULE CONNECTION TWO 'D' ® 8005UDOS BLOCKING 807TE0 TOGETHER I77H 1/4-20 TIM BOLT W/ 7005 NUT 12 aC. 0RO coatroom BLOCKING 1/4-20 Y 3/4 KNURLED 571185 , � . � p WITH 045/010 mows 12 1/2' ac. (TYP.) MAY BE M0M7E0 17t761YL17 oR N9RMOVSALY IT SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE 70 WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE /NTSALL INTO WOOD, CONCRETE MASONRY, WHEN ANCHORING TO MOD, THE WOOD MUST BE A MINIMUM 2 X 4 £OVAL TO 12 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY A7TACIED TO FRAMING STRUCTURE 1 M,.• / 1 ./ G/. z U a PRODUCT REVISED as emptying wIth 4871 1Dd&1 Raiding Cud, Acce6tuttre DA • — OI/D•O Extd ass 97 taKrwtroN 11 •I • •• • • I 0 87 0 3/20/9857 06/12/98 SP 08/14/99 SP 0 1/17/01 SP 01/06/06 SP • 1 w . • • SEP / •X77 / 0521 01 10 /778 G *0/ • ••7 • • •I •, • • •• •• • •• • ••• • •••7 • • • •••• l 1/4 -20 FLOOR PLUG WITH MACHINE SCREW ANCHOR HEADER OR SILL CONCRETE OR MASONRY • . common TYP! •�+ REFER TO DEJECTION STORM PANEL • C T.D. • • ••• • • 1/4-20 • • - PLUG WITH • • • • • • • • T/ S : mss- %IVO BUSHING HEADER SILL WHO WOOD• • • • • • •••••• ••• •• 1 •• NOTE * • • I•• • •• • • • • ••• •• • .. •4.. ••••• HEADER • was • • • •••• • • E Dr 3/4"1114 11J1',POS • • • ANCHOR SWIM* • TYPE IF •• „A'!A2 • � • • •••• a r0HEADER or SILL \\_ SCREWED OR 8041E0 TOGETHER WITH 1/4 -20 TIM BOLT W/ LOCK NUT 12' CAC alr,1 ® /4 G0 BLOCKING 51141 PSF NAXUIM / PANE IENNT 'NAY" MAXIM DETAIL 21 ADJUSTABLE HEADER OR SILL NOTE: THE MEEALTECH STOW PANEL MAY BE INSTALLED WITHOUT • D. COSSECTQI TYPE •A• THE USE OF AN EXTRUDED HEADER OR SILL. THE SHATTER MO BE ANCHORED DIRECTLY TO THE STRUCTURE WITH THE USE OF ONE OR A COMBINATION OF DETAIL 13 NOTE* n�1�All- 1 SEE ANCHOR SCHEDULE CONNECTION TYPE "G C HEWER or MU DETAIL 16 7/4 -20 M4SHINE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4' MASONRY SCREW 3' 0.0 3' EDGE DISTANCE POURED CONCRETE ONLY NOTE* NOTE 1/4 ' PANEL MATE WITH MACHINE SCREW HEAD WITH 14 -20 SIDEW.4LX BOLT HEADER OR SILL WOOD, CONCRETE OR MASONRY 0 HEAD or SILL SEE ANCHOR SCHEME COMPACTION TYNE a DETAIL 17 , 1. PANEL MATE SCREW WITH 14 -20 STUD HEAD fiNEHERED WINGNUT HEADER OR SILL WOOD, CONCRETE OR MASONRY REFER TO CHART 570161 TYPE •A• p HEADER or SLL 4 . * stE COPIEOTION TYP! "C DETAIL 18 IT SHALL BE 771E RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WOH STAND THE ADDIIION4L LOADS AND TMSSUR£ PROPER ANCHORAGE. SHUT ItN SYSTEM MAY BE INTS4LL 1NT0 WOOD. CONCRETE, MASONRY. WHEN ANCHORING TO WOOD. THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED 70 FRAMING STRUCTURE ROBERT 3. MONSOUR, PE EH- 0008024 4 Y2 ENOVIES02 Q Ric P 511X CO IN51'ALLATION DETAIL 14 I /4-10 Iltmut 5041 Mwa DETAIL 20 Mimi Dade Coz Division 1.us • MOOED WM GP 7/4-27 WS ROM PLUG Gw•Gm r Wx PRODUCT REVISED complying with t aa Oa F•sitl LM7ag Code AcceWuw.c PIQ,6 0 110' 0 4 Eapbatten ay.:L S,l1.: �' 4 4 REVISIONS GY 3/20/98 SP 4/20/98 SP 6/12/98 SP 8/14/98 SP 1/17/01 SP 01/11/02 SP 01/06/06 SP • J 0 0 0 0 0 0 0 el • • ■ SEP / .22 / RS<14 D1)12 SHOWN 7 3 - 19104 PRESSURE PANEL SPAN 21.93 142" 25.51 139" 29.99 136" 35.36 132" 37.44 130" 39.10 129" 40.77 127" 44.40 124" 47.r:123 . 51.44 58.d6 712 "; 61.' .109" 66%5',:104":: 71 ;100" •• 75.30 • 95 " 81.45 88"": 86.$3•; 82'1 9/44/• 78''.• PANEL HEIGHT 0"-104' 104=142" WALL MOUNT 2" 2 1/4" INSIDE MOUNT 2" 2 1/4" BUILD OUT 2" 2 1/4" PANEL HEIGHT 0 " - 90' 90' - 142" WALL MOUNT 2 5/8" 3 1/2" INSIDE MOUNT 2 5/8" 3 1/2° BUILD OUT 2 5/8" 3 1/2" • ••• • 000 • • • •.• •• • •• • •••I • •..• • • ••••. •• • ••• •• •• • •• • oo • 24 9a. STEEL USE 59.5 P.M VitUMN AND 124" PANEL SPAN ON ANCHOR SCHEDULE FOR ANCHOR SPACING FOR SPANS OVER 124' •• • ••• • ••• • • • THE METALTECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. FRONT VIEW SIDE VIEW HORIZONTAL BRACE STRAP •• • • • 1/4 -20 STUD VAIN WINGNUT • 12 1/2' 0.0 l • • • • I /8' X 3/4" FLIT ALUMINUM BAR MAXIMUM GAP BETWEEN PANEL AND HEADER IS 1/4' (TIP.) DETAIL "F" DETAIL "E" SIDE VIEW FRONT NEW FASTENER MUST BE IN NORROW PORTION OF KEY HOLE, IF NOT A KEY HOLE WASHER SHOULD BE USED MOUNTING HOLE MAY ALSO BE A 9/18' OI4 CIRCLE DETAIL "G" HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY EXPLODED ASSEMBLY 1 142' MA.K PANEL HEIGHT NO PANEL STRAP IS REQUIRED MON VOLOCITY HLBRICAAE ZOAE PAA6 DEFLECTION CHART MRTHOUT ONTAL STRAP LBNIMUAI DISTANCE BETWEEN CLASS AND PANEL DETAIL 13 ON SHEET 3 DETAIL 13 ON SHEET .7 WALL MOUNT ANCHORING PANEL TOP k 80ITOM AG MR. OR SILL Ai. 9/4'510. I 1 25 THICK KEY HOLE WASHED' DL7AIL 3,4, & 8 ON SHEET 2 DETAIL 3,4, 8 8 ON SHEET 2 WALL MOUNT NICHONAV Ram TOP & OOTTOM WITH S1000E0 NDR/SIL 24 GA IIAXIMIUM MPAcr STEEL STORM PANEL. HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLICATION DETAIL 1 ON SHEET 2 DETAIL 15 ON SHEET 3 DETAILS 3,4 AND 8 DETAILS 5,7,9,10 AND 11 ON 58E87 2 WALL MOUNT WON HON AND SILL ON SHEET 2 TYPICAL SECTION VIEWS ROBERT' S. • MONSOUR, PE O O MST N s9NIICs 142' MAX. PANEL HEIGHT ONE PANEL STRAP LOCATED MIDSPAN HIGH Va axTY IIIIRRICAAE rare PA11L, DEFLECTION CHART WITH HONZONTAL STRAP DETAILS 5,7,9,10 AND 11 ON SHEET MINIMUM DISTANCE BETWEEN GLASS AND PANEL BUILD OUT 9119 MR. AND SILL DETAN. 2 ON SHEET 2 DETAIL 18 ON SHEET 3 DETAIL 4 ON SHEET 2 INSIDE MOUNT .HN MR MO SOL 5411/1)107 REVISED O,dalilf, . 0 8izcv't... t O 0oq. 10150;, C1571. 11 2:41s. BY, saf::v�A D� ., g ran s• • 81 03/20/98 06/12/98 08/14/98 12/04/00 01/17/01 01/11/02 09/09/02 SP SP SP SP SP SP IP 8 • I • 4 �,AT5 8/ /HU/B8 opt ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE UP TO 59.6 PSF POUNEOCO+CE/E UPTO 71.5 PSF TOEDC ETE CONCRETE BLOCK CONCRETE BOCK CONECTION TYPE COSECfpN TYPE f C D I E A CONECTO1+TYRE B C 13 7 13 • 5 13 - 4 D 7 13 13 13 CONO I1ON TYPE ANCHOR TYPE PANEL. ED. A r 8 C I D I E A, `` 16 116 - 16 ' B E 13 13 13 A 16 16 14 6 I 13 13 13 C' 0 6 : 13 : 13 8 • 13 • 13 4 : 13 : 13 . 7 �_ -_ _ I I 1 "80 _--„d I 1 11/4• 63 " SPAN 3" 16 16 16 13 : 8 : 13 . 13 13 7 13 13 13 : 5 • : 13 13 13 : 10 13 ; 8 13 : 6 13 13 13 13 13 13 16 • 18 • 14 : Y 1 1 04` RAWL LOKBOLT (SLEEVE ANCHOR) 11 /8`MN. EMBEDMENT • 88` SPAN 3" 16 15 13 13 • 6 : 13 13 11 • 5 • 13 13 10 : 4 : 13 • 13 16 : 13 7 15 : 11 : 8 13 : 10 ' 5 13 13 13 13 13 13 14 : 6 5 12 : 6 4 11 : 5 3 9 8 7 10 9 8 14 12 11 6 6 6 9 : 10 Y 1114' 105 span 3" 14 : 6: 5 9 12 6: 4 8 11 5: 3: 7 10 9 8 14 : 7 8 12 6 5 11 : 5: 4 9 8 7 10 9 8 11 4 4 10 • 4 4 9 3 3 1% '- i�r / -° 5 4 5 4 4 .' y' 12 4 5 5 4 10 4 • 4 5 4 9 3 3 4 1 a+ t�x3 ,8., y "" ' 2" t 1/4' 124' span 3" 11 4 4 5 4 12 4: 5 5 4M:� Y 1 114' 10 4 : 4 9: 3. 3 b 4 4 10 : 4 : 4 3 9: 3: 3 5 4 4 3 • • • .... • + • • • 9896PAP1 • (� • 3` 16 • 13 - 7 15 • 13 • 8 14 : 13 . 5 13 13 13 13 13 13 8 13 12 12 : 5 13 10 : 10 : 4 13 12 10 13 12 10 15 13 12 13 8 13 : 5 12 4 13 :13 13 : 13 12 12 11 11 5 : 11 10 : 10 : 4 10 9 : 9 • 3 11 10 2" 1174• ;rFIT' •,—_ • •L •y- •-r - -� • • 1 /4`RAWL NA8.IN DRNE• • ER DRIVE) 1318` NUN• E IN CONCRETE 1114` NT 048L0%• • • • • • • • • • 88` SPAN 3" 13 • 10 12 9 11 I B 6 5 4 13 12 11 13 12 11 10 • 8 : 9 - 7 8 8 5 4 3 10 10 9 9 8 8 11 10 9 5 5 4 5 4 3 7 6 6 8 7 6 8 4 : 4 7 3: 3 7 3 3 • 5 5 4 6 5 5 2" 1114' • 105` span •• 3" 11 : 5 10 5 6: 4 5 4 3 7 7 6 8 7 7 8: 4 7 4 7: 4 3 3 5 _ 6 6 6 45 9 8 8 ;2 3 3 3 I r 4 3 3 ' .s 4 4 4 3 - 3 3 6 '_ I1 t 7 p R. .,-,• 1 .ate 3 3 3 ./- 2" 1 114` 1,4 3` 9 9 8 -.. • 3 3 4 3 ... 3 4 4 4 3 3 7 6 6 t �3 r". 3 3 3L 3 3 .., . ` �:r 2" - 1 114' • tit11511S At3DTYPES • L - .1111111 :5 - r Tt r. .1lr�lt�• HI-- �i1,1W:�t — LM-r -Z • + • . � ••••� 51} lL • • « II ) • • 1/4• EAL AL TAPPER* 1/441 MATES 1 1 2` MIN. EMBEDMENT W CONCRETE M 1 114' ANN. EMBEDMENT 64 BLOCK W' PAN f 3" 18 16 16 13 13 13 11 8 8 13 13 13 13 .. 16 13 13 14 13 13 13 13 8 5 1313 13 : 13 13 . 13 16 13 • 9 12 16 ' 13 _ 8 18 13 : 8 • 1313 13 13 : 13 12 13 13 10 13 12 10 5 4 13 • 13 : 12 10 • 10 2 1164" 88" SPAN •• • i�`span • t24 span 3` 16 16 18 13 13 . 13 9 7 8 13 13 13 13 13 13 12 11 10 9 8 7 5 4 4 12 11 10 : 12 : 11 10 18 : 8 15 : 7 14 : 7 • 7 6 5 11 : 12 10 • 11 9 : 10 10 9 8 5 4 4 4 4 3 8 : 7 2" 11 1 4 3` 18 18 14 8 7 7 7 8 5 11 9 9 13 10 10 10 9 B 5 4 4 • 4 4 3 7 5 5 8 7 8 15 6 13 4 12 4 a1"I. sd 's' fG *7" 6 5 4 7 5 6 5 5 4 8 8 $ 3 3 4 3 � R 4 3 4 3 -; . 3aT � 2 " 1114' _ 3" 15 13 6 5 8 5 7 6 5 5 8 8 3 3 u- ;�-- n.,,,=4,4 �13 3: 4 3 3 3 :: t 1 r Y t 114• 12 4 4.. . 5 4 7 88' SPAN 3• 16 16 16 13 13 13 t2 10 8 13 13 13 13 13 13 18 14 13 13 13 7 8 5 : 13 13 13 13 13 13 16 16 16 13 13 13 10 9 7 13 13 13 13 13 13 1 3 12 10 13 12 10 8 5 4 13 12 10 13 12 10 ,-" 64-20 x7/8`,112" DA BAWLCALK -UV (MACHINE SCREW ANCHOR) 770' MIN. EMBEDMENT 2.5" 2" 88 SPAN 3` 16 18 13 13 9 8 13 13 13 13 12 11 9 8 5 5 12 11 12 11 16 18 10 9 8 7 13 12 13 13 10 9 5 4 4 4 8 6 7 8 2 5 2" 18 13 6 13 13 10 7 4 : 10 : 10 16 8 5 11 12 8 105' span 3" 16 18 16 10 9 8 8 7 5 13 13 11 13 13 13 10 9 8 5 4 4 4 7. 4. 6 3; 5 8 7 6 16 16 14_5 ' F s; ,i 6 7 8: 6 - 4 1 - ' ^ ?� ' d. . 8 8 7 4 "t'�` 3 3 3 '`' %i$ - 8 8 7 3 3 El's 4 4 3' 4 3 3 3 3 3 2.5' Y 124* span 3" 16 18 14 6 6 5 7 6 4 8 8 7 7 6 5 8 8 7 3 3 �!£_�. -'- 4: 4 3: 4 3 - 3 3 3 3 25" Y • ••1 • • •• • • • • •• • • ••• • •••, • •••• • • • • • • • • /• 1 • • • •• • • • • A N C H O R S C H E D U L E ROBERT S. MONSOUR, PE EBB comma, 0060 �4 NOTES: SPANS AND LOADS SHOWN 14 THIS SCHEDULE ARE FOR DETpI1111440 ANCHOR SPACING! ONLY. FOR ALLOWABLE SPANS YS. DESIGN LOADS REFER TO SHEET 4. MINIMUM ENBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SIUILL BE THE R£SPONSIBILIIY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY• PBOO7'CC ILEV:54" us cuu4':):r.�e re1Ca t?><.618T+tM Fsptp a1f 0 1! d13 -mt +: ,f"ck:ci dkn:m'41 DivWku 1 REVISIONS BY 0 3/20/98 SP 0 6/12/98 SP 08/14/98 SP 12/15/00 SP 01/17/01 SP 01/05/06 SP • ■ 5 7 — • •• • • .. • • • •• • . • • •. • • •• • ••• • • • . • • • ANCHOR S C H E D U L E ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE • 4�t4111.l7giTt!It}[I11t1Ci • RRRR� WM\-10: • • tstmixt • • • Li 1114 • • etinvY SCREWS) • • 10•• Rpm 1 /4'40.WLPERMUSEAL TAPPER. • 114L MATES 1 Ur MN. EMBEDMENT IN CONCRETE 124 REM 1 114 MIN. EMBEDMENT IN BLOCK 88• SPAN 2.5• 108• span 22.E' _. -. NOTES: ROBERT S. MONSOUR, PE EB- 0006024 MIMS ENGINEERING, Ric SPANS AND LOADS SHOWN N TM SCIEDILE ARE FOR DETERNMt1G ANCHOR SPACING OILY. FOR ALLOWABLE SPANS VS. DEVON LOADS REFER TO SHEET 4 MINMUM OR AND FINISHES. DISTANCE EXCLUDES STUCCO SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE OR MASONRY. YuK160C i 1i Ii.'w:` ss 0.eu;?ti. a 1.1141.: Fuati al B.1;...14 ': _ , -+ O.0 4 E AVil . "' 6 s; A 2o11 By .. Pasm: Owl. gad DivLilJn 9 REVEONS N 03/20/9: EP 06/12/98 SP 08/14/98 SP 01/17/01 SP 01/05/06 SP U z u w cL ~ G 4 E+� w. X; • WOOD APPLICATIONS f DIA. ' , S:4 68 UP 59 5 PSF UP TO 71.5 PSF UP TO 81.5 PSF UP TO 91.4 PSF . A •: 14 `CONNECTION TYPE , 8 r• , C D 13 5 13 4 8 .( 4 11 q t 4 6 3 3 4 E 13 11 7 3 A 12 9 8 /V1:�`3 CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE - ANCHOR TYPE t 8 C ( D L E A iI3 C D E S C I D t E \ , 1, BRASS WOOD BUSHING .1..�'- 1 MIN. PENETRATION 1/4-20 12' : 5 4 ' 3 3 3 k y •' 12 6 r te 12 7 3 -'" 10 : 8 m • w x _. ET "H ._:- 4 . 4 6 7 3 3 t'� 88'SPAN 11 105'SPAP1 g, 124 - 8` 11 tt 1 _������}y�.���It�t� }�}} [ T WOOD LAGS 1' MINIMUM TREAD PENETRATION 11 - 88" SPAN - 16 , 13 r� 8 14 11 „ 6 12'": 6 : 5 10 • 4 3 13 13 8 5 13 13 9 8 13 13 9 4 _ . _ 13 13 10 4 13 13 12 5 15 12 10 16 14 12 16 16 14 ° 13 : 6 : 13 6 5 8 4 4 � . .4.14l;fi.1a 13 8 13 7 6 9 ,� - � � s- 13 9 : 13 B • 7 • 10 5 6 6 ' e , • i : 13 9 ,' 13 10 13 • 12 • 5 - 14 9 6 : 13 13 10 4 4 S 4 4 ik ` 16 10 7 . 13 13 12 y ,. t 18 12 6 13 : 13 14 5 6 7 6 � w , F `r- �*'�,'Yf x ''. ` • » � k \ � / \ -9 \ %t 6* e - Rig tue \ 2 !¥ q f© r$91. � // \ \ \\\ { d \ d J >. ^ ' ` - t o 88' , s P AN • 105,$PAI4 124 "SPAN ittltt t tt t 1�-� }F}}}1��F�)Y�� -Z \ - -> C f�" W000 LAGS 1'� MINIMUM TRFAD PENETRATION 5118" 05 PAN. 16 14 12 .• 13' • 10 13 7 4 5 88",$PAN 104'8PAN> 124�9PAt4 i I) FiF •• r ' P -- �. _; _.4 } .I /FYhI{)111 FF1F� � •• WL,gpS • •• • 1` MII PENETRATION 3IB'• 69'- SPAN;, 16 16 18 13 13 11 13 13 9 t 13 8 7 11 5 • 8 6 e8 102`.sPAN- 124 SPAN. ,,. }� 8 • • • • WOW LAOS • • • 1" I MR7 •. �• EAD PENSONA11c* 7/18,, 68.° SPAN 16 16 18 15 13 14 9 5 . 12 13 : 9. 13 8 : 12 7 7 13 13 13 6 16 13 : 10 13 16 B 8 12 15 5 7 o 7 .. i • ti +fi '�k'i -r,. 13 13 6 't, . 16 13 9 13 13 18 6 7 8 7 N _1 P- '{e ` ! P+' 18 9 8 12 13 14 5 6 8 4 y fir k" f• . r ' s, i., 0 1 ::- • p.8 SPAN . 105" SPAN 124° SPAN • • �s, t1 "SPA dil l 11lMlllN„ • • • •1/4° ELCC PANEL MAW, • • 1 7/8' IN. THREAD PENETRATIO • 1/4' 88" SPAN 16 14 12 10 13 11 8 4 8 : 6 5 3 13 13 B 5 13 13 9 4 15 12 10 13 : 6 6 5 4 4 r.:%k _, 13 8 5 }; '�" 13 9 4 14 9 6 13 13 10 4 4 5 4 ur '� 12 9 x ,,, y 6 - 5 3 4 ' „ yd , 8 9 4 3 88° SPAN 105° SPAN 124° SPAN r r as ` tit tt •••• 1)41k.1 401 ;•• • • 1/4" EL F PANEL %TES 17c ;, THREAD PEN -... SN 114' 16 14 12 10 13 11 6 4 8 6 5 3 13 13 8 5 13 13 9 4 15 12 10 ' ? a '. 13 : 6 8 5 4 4 .."°•.' 13 13 8 9 5 4 :__.q„. y,r 14 9 6 13 13 10 4 4 5 4 �' ` �"� Y 13318 .. 12 9 ° •` 6 5 3 4 +�r. n 8 9 4 3 to +!} {, v'1 86° SPAN 105' SPAN 124°SPAN • VERIC4L4 HEAD TYPL9 • ..lit al. 01.1 -0..0t -1- '' 114' MASONRY SCREWS 1 7R8' MIN. THREAD PENETRATION 1/4° 68' SPAN 16 14 12 13 11 6 8 6 5 13 13 13 . 13 8 : 9 15 12 10 13 • 6 : 6 5 4 4 13 8 5 13 9 4 14 9 ' 6 • 13 : 13 10 4 4 5 4 n , '' . 7 1 1.. ' L+ " ` ` � R 12 6 5 8 9 9 3 4 4 3 :,,9. S, . - 1 4 'L'• ?x�"?' .. .., e SPAN 105' SPAN 124" SPAN 10 4 3 5 .: • • •• ••• • • •• ••• • • •• •• •• •• • •• •• • • ••• •• • • •••i •• • • • •••••• A N C H NOTES SPANS AND LOADS SHOWN N THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING OM.Y. FOR ALLOWABLE SPANS YS. DESIGN LOADS REFER TO SHEET 4 WHEN ANCHORING TO W000, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO gi'2 SOUTHERN PINE 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 112 VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE OR MASONRY. SCHED UL E ROBE$T S: MONSOUR, PE EB - 0006024 80171 EIIWHEEPII'G. NC. PRODUZT Shia " C:^ SE:5 14 Wp O'D Exrrii..8:u'a'a:n �L'. �/ 2 8y asst 08 Shaba .�py,is.d'anbol I RD4siONS 81 08/14/98 01 /17/01 01/05/06 SP sP SP I CD 1 2 1 U 1 ♦ vw • SSP /AB/RSV OI/ru Be SHOWN 980001 7 — •