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WS-11-15Inspector: Bruhn, Norman Project: <NONE> Contractor: J&G CARPENTRY INC Building Department Comments March 01, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 156559 Permit Number: WS- 1 -11 -15 Scheduled Inspection Date: March 02, 2011 Permit Type: Windows /Shutters Inspection Type: Final Owner: CARTER, ALBA AND FRANCIS Work Classification: Door Replacement Job Address: 802 NE 100 Street Miami Shores, FL 33138- For Inspections please call: (305)762 -4949 Phone Number Parcel Number 1132060340080 Phone: (561)333 -5042 CHANGE OUT ONE DOOR Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 44 of 44 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) Owner's Address City A Gf- t/L State ` : Zip _`3 / ..S cF Tenant/Lessee Name Phone # _ 7.) /(2 G' 3 Email Contact Phon65 jl-t -- 6 Architect /Engineer's Name (if applicable) Value of Work For this Permit $ 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 Job Address (where the work is being done) C .Z ' t /' L S City iami Shores Village Count 11. i -Dade_ Zip 3 -3' .36" FOLIO / PARCEL # // - _52 0 L -- 0.3 _ COST % Is Building Historically Designated YES NO Master Permit No. Phone # / Phone # Square / Linear Footage Of Work: , 1 RM- VMW AN 0 Phone # 3 j - 75 1 .. lc 3 Flood Zone Contractor's Company Name Contractor's Address City Cam 1 State Zip / Qualifier Name r p 11 , q , - Phone # at 4.. Ita State Certificate or Registration No. r.4 ( c) 2- s 3 ? Certificate of Competency No. E -mail f C'. 741 I ry (r k ei c) f •`Y?Ci•C 1 tcevyL Type of Work: Addition ['Alteration ['New Repair /Replace El Demolition Describe Work: G -Y t :, 6 -YGi" i r � % "1 �2 �� " f7:li41-7,44 ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** O 0 Submittal Fee $ Permit Fee $ /10 Structural Review. $ Total Fee Now Due $ CCF $ CO /CC $ Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: See Reverse side —> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will , "charged. Signa / / Signature 9-0 '�`' Own r or Agent , '' Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 1 , 201( by C S '& 40711C-1 Z , day of ,f 7av1t1`•,�y 20 /I , by ; Li- i.., ) who is personally known to me or who has produced A /L who is personally known to me or who has produced as identification and who did take an oath. As identification and who did take an oath. NOTARY PUBLIC: Sign: APPROVED BY Print: T : 1 • O rn� m My Commission Expires: = � . ° " * * * * * * * * * * * * * * * * * * * * * * * * ** *flow I* s vA****** * * * * * * * * * * * *** ** * * * * * ** * * * * * * ** m i /7" (Revised 07 /10 /07)(Revised 06/10/2009) a \llin ,, Plans Examiner Engineer NOTARY PUBLIC: Sign: Print: My Co ' :' ,gin :� "!r %FLORIN Comte Padron ••. ; on �a 0X14 . fie Cl G•t �_,. Zoning Clerk checked OPENING NO. WDTH. HGT. SQ. FTG. WIND ZONE OPENING PRESSURES POS. NEG. PRODUCT APPROVAL (N.O.A. #) DESIGN PRESSURES POS. NEG. COMMENTS 1 I 36 1 80 20.00 4 44.4 1 -48.3 06- 1113.04 55.0 1 -55.0 LSMI Vg% ,101 0 'OM ail 36" X 80" REPLACE DOOR IN 1 OPENING ONLY. NEW DOOR TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. APPROVED ZONING DEPT lams Shores Villa BY DATE BLDG DEPT ? " - ( ( .( SUBJECT To COMPLIANCE WfTH AU. FEDERAL STATE AND COUNTY RULES AND REGUtATfON$ REPLACE EXISTING NO CHANGE IN SIZ WITH A MINIMU MEAN ROOF HEIGHT = 11 FT 4 IN p WITH NEW METRO -DADE APPROVED DOORS. 0 OPENINGS. ALL DOOR FRAM ,a. 0 BE A ED 'OUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CONCRETE NUFACTURER'S PRODUCT APPROVAL DOCUMENTS. SEE WIND LOAD CHART ON N R SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES CARTER RESIDENCE 802 N.E. 100TH STREET MIAMI SHORES, FLORIDA DOOR REPLACEMENT PLAN Mean Roof Height DESIGN PRESSURES PSF) • Zone 4 M ean Roof Height DESIGN PRESSURES (PSF) • Zone 5 10 15 20 Tributary Area (Su Ft) 36 40 > 45 50 10 15 20 Tributary Area (So Ft) 40 45 50 25 30 25 30 35 r 0 -15 ft -50.4 +48.5 -49.2 +45.2 -48.3 +44.4 47.6 +43.7 47.1 +43.1 46.6 +42.7 - 462 +42.3 -45.9 +41.9 .45.5 +41.6 0 -95 ft - 622 +46.5 - 59.8 +45.2 -58.0 +44.4 -58.7 +43.7 -55.6 +43.1 - 54.6 +42.7 - 53.8 +42.3 -53.1 +41.9 -52.5 +41.6 -51.1 -49.8 . -48.3 47.7 -47.3 46.8 46.5 -46.2 -63.1 -60.6 -58.8 -57.5 -56.3 -55.4 -54.6 53.9 -532 18 ft +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 16 ft +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 18 ft -52'4 +48.3 -51.1 +47.0 -502 +48.1 -49.5 +45.4 -48.9 +44.8 -48.4 +44.3 -48.0 +43.9 -47.7 +43.6 47.3 +43.2 18 ft -64.6 +48.3 -62.1 +47.0 50.3 +48.1 -58.9 +45.4 -57.8 +44.8 56.8 +44.3 -55.9 +43.9 -552 +43.6 -54.5 +43.2 20 ft -53'5 +49.4 -52.2 +48.1 -51.3 +47.1 -50.6 +46,4 -50.0 +45.8 -49.5 +45.3 49.1 +44.9 - 48.7 +44.5 -48.4 +442 2 0 6 -66.1 +49.4 -63.5 +48.1 -61.6 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 +45.3 76.4 -57.2 +44.9 5 +44.5 -55.8 +44.2 -54.6 -52.4 -50.1 -49.7 -49.4 - 64.8 - 62.9 -58.4 - 57.8 58.9 22 ft +50.4 +48.1 +45.8 +45.4 +45.1 22 ft +49.0 +48.1 +45.8 +45.4 +45.1 -55.6 -53.3 -51.0 - 50.6 -50.3 -66.0 -64.1 - 59.4 -58.7 -58.0 24 ft +51.3 +49.0 +46.7 +48.3 +45.9 24 ft +49.9 +49.0 +46.7 +48.3 +45.9 26 ft -56.6 +52.2 - 55.2 +50.8 - 542 +49.8 -53.5 +49.1 - 52.9 +48.4 52.3 +47.9 -51.9 +47.5 51,5 +47.1 -51.1 +46.7 26 ft 59.8 +52.2 -67.1 +50.8 -85.1 +49.8 -63.6 +49.1 52.4 +48.4 -61.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46,7 28 ft -57.5 +53.0 - 56.1 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +492 -532 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 28 ft -70.9 +53.0 - 682 +51.8 - 662 +50.6 54.6 +49,8 -63.4 +492 -62.3 +48.7 -61.4 +48.2 -60.6 +47.8 -59.9 +47.4 -58.3 -56.9 -55.9 -55.1 - 54.5 -53.9 -53.5 -53.1 -52.7 -72.0 -692 -67.1 55.6 -64.3 -632 -622,3 -61.5 -80.7 30 ft +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 30 ft +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9:: +48.5 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 - 56.7 +52.0 55.9 +51.3 -552 +50.6 - 54.7 +50.1 542 +49.6 -53.8 +492 -53.4 +48.8 32 ft -73.0 +54.5 -70.1 +53.1 -68.1 +52.0 -68.5 +51.3 552 = +50.8 --64.1 +50.1 -63.1 +49.6 -62.3 +49,2 -61.6 +48.8 -57.4 -55.9 54,1 -73.9 -71.0 -67.3. <.88.0+ -62.4 ft +52.7 +51.3 +49.4 ft +552 +53.7 +51.9 +51.3 +49.4 -58.1 -56.6 -54.8 -74.8 - 71.9 0 -68.1 -66.8 -63.1 38 fl +53.3 +51.9 +50.0 ft +55.9 +54.4 +52.5 +51.9 +50.0 38 ft -81.3 +56.5 59.8 +55.0 -58.7 +54.0 -57.9 +53,1 - 57.3 +52.5 58.7 +51.9 -582 +51.4 -55.8 +51.0 -55.4 +50.6 ft -75.7 +58.5 -72.7 +55.0 -70.8 +54.0 -68.9 +53.1 - 67.6 +52.5 - 66.5 +51.9 -65.5 +51.4 - 64.6 +51.0 -63.8 +50.6 -62.0 -60.5 -59.4 -58.6 -57.9 -57.3 - 58.8 -56.4 -56.0 -76.5 -73.5 -71.3 -69.7 -68.3 - 672 -66.2 - 65.3 -64.5 40 ft +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 ++51.5 +51.1 40 ft +57,1 +55.6 +54.5 +537 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft -62.6 +57.7 -61.1 +582 -60.0 +55.1 -592 +54.3 -58.5 +53.6 57.9 +53.0 -57,4 +52.5 ,- 57.0 +52.1 -56.6 +51.7 42 ft -77 +57.7 -742 +582 -72.1 +55.1 -70.4 +54.3 59.0 +53.6 57.9 +53.0 56.9 +52.5 56,0 +52.1 5 52 +51.7 44 ft -632 +58.3 -61.7 +56.7 50.6 +55.7 59.7 +54.8 59.1 +54.1 58.5 +53.5 -58.0 +53.0 - -57.5 +526 57.1 +52.2 44 ft -78.0 +58.3 - 75.0 +56.7 72.8 +55.7 - 71.1 +54.8 -9.7 +54.1 -8.5 +53.5 57.5 +53.0 56.6 +52.6 -65.8 +522 - 63.8 -62.3 -61 50.3 -59.6 - 59.0 58.5 58.1 -57.7 78.8 -75.7 -73.5 -71.8 -70.4 -9.2 -82 57.3 58.5 ft +58.8 +57.3 +582 +55.3 +54,8 +54.0 +53.5 453.1 +52.7 ft +58,8 +57.3 +562 +55,3 +54.8 +54.0 +53.5 +53.1 +52.7 - 64.4 - 62.8 -61.7 50.8 -60.1 59.6 59.0 - 58.6 582 -79.5 -76.3 -74.1 -72.4 -71.0 59.8 -68.8 -87.9 57.1 ft +59.4 +57.8 +58.7 +55.8 +55.1 +54.5 +54,0 +53.6 +53.1 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.8 +53.1 50 ft 54.9 +59.9 -83.4 +58.3 -622 +572 -61.4 +56.3 -80.7 +55.6 50.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 ' 50 ft -802 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 58.5 +54.0 -67.8 +53.6 52 ft -65.5 +60.4 - 63.9 +58.8 -62.8 +57.6 -61.9 +56.8 -612 +58.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -592 +54.0 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.8 +58.8 -722 +56.1 - 71.0 +55.4 - 69.9 +54.9 -69.0 +54.5 -682 +54.0 -68.0 -84A - 63.3 -62,4 51.7 51.0 -60.5 50.1 59.8 51.5 -78.3 -76.0 -742 -72.8 -71.6 -70.5 -9.6 58.7 ft +60.8 +592 +58.1 +572 +58.5 +55,9 +55.4 +54.9 +54.5 ft +60.8 +592 +58.1 +572 +58.5 +55.9 +55.4 +54,9 +54.5 56 ft -68.5 +61.3 - 64.9 +59.7 -63.7 +58.5 -2.9 +57.7 52.1 +58.9 51.5 +56.3 51.0 +55.8 -60.5 +55.3 50.1 +54.9 58 ft -821 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 - 70.1 +55.3 49.3 +54.9 - 67.5 -65.8 - 84.7 - 83.8 - 83.0 52.4 51.9 -81.4 51,0 -83.3 -80.0 -77.7 -75.9 -74.4 -732 -72.1 -71.1 -70.3 80 ft +62.2 +80.6 +59.4 +58.5 +57.8 +57.1 +58.8 +58.1 +55.7 ft +822 +60.6 +59.4 +58.5 +57,8 +57.1 +56.6 +58.1 +55.7 03/02/2009 - 5:01 pm troyb F:\03 Elements 110 Loading \11 Calculators ASCE 7.05\ FLB - ASCE 7-02 Pressure Charts (0-60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING I INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VAUD ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE, 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = + / -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0:85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE, TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION' OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 1 ELEVATION WALL ZONE FIGURES MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd IS PEAK ROOF HEIGHT MEAN ROOF HEIGHT C 0 co m z ri ft) cn C 0 8 it REMARKS DRWN CHKD DATE INF ISSUE REVISE FOR 07 FBC CL TSB FLB FLB 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, HIGIUGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED MID INVALIDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ENGINEERING EXPRESS ® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Trinity Glass International 4621 192' Street East Tacoma, WA 98446 SCOPE: 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.buildingeodeonline.conn 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 ('.ode including the High Velocity Hnrrinnne 7nne DESCRIPTION: 6'-8" Outswing Glazed Fiberglass Door w/ wo Sidelites -LNII 1 APPROVAL DOCUMENT: Drawing No. S -2728, titled "Glazed Fiberglass Outswing Door' ", sheets 1 through 12 of 12, dated 10/05/06 and last revised on 01 -14 -2008, prepared by RW Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E., bearing the Miami -Dade County Product Control Approval stamp with the.Notice of Acceptance number and approval date by the Miami -Dade County Product Control flivisinn I MISSILE IMPACT RATING: Large and Small Misule Impact I 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 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. APPROVED NOA No 06- 1113.04 I Expiration Date: : February 21, 2013 Approval Date: 1ebruary 21, 2008 Page 1 A. DRAWINGS L Manufacturer's die drawings and sections. 2. Drawing No. S-2728, titled "Glazed Fiberglass Outswing Door ", sheets 1 through 12 of 1Z, dated 10105/06 and last revised on 0144-200% prepared by RW Building Consultants, Inc., signed and sealed by Lyndon F. Sehmith, P.B. B. TESTS 1. Test reports on Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20244 3) Water Resistance Test, per FBC, TAS 202 -94 4) Ford. Entry Test, per FBC 2411 32.1 and TAS 202 -94 5) Sman Missile impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of 6'0 x 6'8 Glazed Fiber Glass Outswing doors w/ sidelites, prepared by Testing Evaluation Laboratories, Inc., Test Report No. TEL -06- 0918 -1, dated 10/1006 and revised on 12- 05-07, signed and sealed by Wendell W. Raney, P.E. 2. Additional test report No, TEL-06-09184, per TAS 201, 202 and 203 -94 for 6'0 x 6'8 opaque Fiber Glass Outswing doors w/ sidelites, issued by Testing Evaluation Laboratories, Inc. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by RW Building Consultants, inc., dated 11/03/06, signed and sealed by Lyndon F. Schmidt, P.E. 2. Glazing complies w/ ASTM E 1300- 98/02. D. QUAL AssuRANcv 1. Miami Dade Building Code Compliance Office (BCCQ). E. MATERIAL CERTWICATIONS 1. Notice of Acceptance No. 05.1206.01 issued to Trinity Glass International, for their Unfinished Fiberglass Door Skin, expiring on 03/02/11. 2. Notice of Acceptance No. 07- 0828.01 issued to Trinity Glass International, for their Trinity Lite Frame, expiring on 07/03/12. 3. Test Report No. ETC -05- 781 - 17122.1, prepared by ETC Laboratories., issued to Trinity Glass International, dated 10/19 /05 and revised on 01/020/8, Polyurethane Foam, tested per ASTM 1929 D "Self Ignition Temperature"; ASTM E84 "Flame Spread Index" and "Smoke Developed Index", signed and sealed by Joseph Labors Doldan, P.E. F. STATEMENTS 1. Statement letter ofconforrnance and no financial interest, dated 01/14/08, signed and sled by Lyndon Schmidt, P.E. 2. Statement Letter of lab compliance as part of test report. G. OTHER. 1. ` 3SE -814" Silicone Adhesive Sealant by Dons Yang Silicone, co. ttotl baq 1. Chaff, P. E. Product Centre) Examiner NOA No 06- 1113.04 Expiration Date: February 21, 2813 Approval Date: February 21, 200 E -1 TABLE OF CONTENTS 1 TYPICAL ELEVATIONS, DESIGN PRESSURES & GENERAL NOTES 2 DOOR & SIDELTTE PANEL CROSS SECTIONS & GLAZING ETAIL 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS 5 HORIZONTAL CROSS SECTIONS 6 VERTICAL CROSS SECTIONS 7 FRAME ANCHORING DOUBLE & DOUBLE BOXED UNITS 8 FRAME ANCHORING SINGLE & SINGLE BOXED UNITS 9 FRAME ANCHORING CHS UNITS 10 COMPONENTS 11 ASTRAGAL DETAILS 12 BILL OF MATERIALS & COMPONENTS I N T E R N A T I O N A L 4621 192nd STREET EAST TACOMA, WA 98446 TEL: 253- 875 -7300 FAX: 253 - 875 -7301 FLUSH GLAZED FIBERGLASS OUTSWING DOORS WITH & W /OUT SIDELITE(S) "IMPACT' GENERAL NOTES 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE 2004 FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ'. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. WHEN USED IN THE HVHZ" THIS PRODUCT COMPLIES WRH SECTION 1626 OF THE FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. 4. WHEN USED IN AREAS OUTSIDE OF THE "HVHZ" REQUIRING WIND -BORNE DEBRIS PROTECTION THIS PRODUCT COMPLIES WITH SECTION 1609.1.4 OF THE FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. 5. FOR 2X STUD FRAMING CONSTRUCTION, THE ANCHORING OF TH ESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY CONSTRUCTION. 6. DR REQUI E FURTHER ENGINEERING THE BY A LICENSED ENGINEER OR A REGISTERED ARCHITECT AND TO BE APPROVED BY BUILDING OFFICAL 7. 1X AND 2X WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO S AND TO BE REVIEWED BY BUILDING OFFICIAL 8. FOR DESIGN PRESSURE RATING SEE CHART UNDER EACH PRODUCT ELEVATION. 9. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). th oo 3 Oda AIOX0ved.comPlYing wi1AtIB x JAMB MULL W/O REINF. nereFf gz� N Miami f i'iD:6Mc 72.00" MAX. f OVERALL FRAME WIDTH 37.375" MAX. SDL FRAME CHS WIDTH Lk V V 37.375" MAX. FRAME WIDTH OX OR XO (cHs) SINGI F FUI I 11TE DOOR W /SIDELITE (cHs) DESIGN PRESSURE (PSF) +60.0 1 -60.0 148.75" MAX. OVERALL FRAME WIDTH (W /NON- REINFORCED MULL) 74.00" MAX. OVERALL FRAME WIDTH 36.38 MAX. PANEL WIDTH W /AST24GAL oxxo (BOXED NON - REINFORCED MULL D01IB1 F FULL I ITF DOOR W /SIDOJTES (BOXED) DESIGN PRESSURE (PSF) +55.0 1 -55.0 108.00 MAX. OVERALL FRAME WIDTH 37.375" MAX. SDL FRAME WIDTH 37.375 MAX. SDL FRAME WIDTH 0X0 (CHS1 SINGI E FULL LITE DOOR W /SIDEUTES (cHs) DESIGN PRESSURE (PSF) +60.0 1 -60.0 21.00° MAX. DLO JAMB x JAMB MULL W/O REINF. 75.62 MAX. O.A. FRAME WIDTH W /1X MUWON REINFORCEMENT 37.375" MAX. SOL FRAME WIDTH ACTIVE \ 74.00" MAX. OVERALL FRAME WIDTH DOUBLE FULL LITE DOOR DESIGN PRESSURE (PSF) +55.0 1 -55.0 .75" .75" .75" MUWON -+-- MUWON I MUWON REINFORCEMENT REINFORCEMENT REINFORCEMENT XO OR OX (BOXED) SINGI FJ- L111 11TE DOOR W /SIDEUTE (BOXED) DESIGN PRESSURE (PSF) +60.0 1 -60.0 0 O 36.38" MAX. PANEL WIDTH W /ASTRAGAL 9 37.50 MAX. -�{ FRAME h- I WI°TM I � 7 0 O SINGLE FU LRE DOOR DESIGN PRESSURE (PSF) +55.0 1 -55.0 113.75 MAX. OVERALL FRAME WIDTH W /1X MUWON REINFORCEMENT 37.375 MAX. 21.00" SDL MAX, FRAME D.L.O. WIDTH 0 ACTIVE \ • 0X0 (BOXED) S R W /SIDEUTFS I (BOXED) DESIGN PRESSURE (PSF) +60.0 1 -60.0 4 N EV tnZ s 0 Al a W 0 to 0 Z d LL 1 z 0 V) DAIS 10/05/06 SCAM N.T.S. 10. BY: EW mac er LFS DRAM NO.: S -2728 sow 1 or 12 4 SIDELITE PANEL SEE DETAIL 1 FIBERGLASS SKIN DOOR & SIDELITE DETAILS ILLUSTRATION SILICONE SEALANT 1/2" GLASS BITE STRUCTURAL SILICONE BY DONG YANG SIUCONE CO. SCREW. STEEL FRAME (MATERIAL: PC /ASA) 1° O.A. GLASS THICKNESS 1/8" TEMPERED GLASS SWIGGLE 1/8 HS GLASS 090 PVB INTERLAYER DUPONT BUTACITE 1/8 HS GLASS INTERIOR 8.12 m 0 4 DOOR PANEL, ILQESLOR SEE DETAIL 1 EXTERIOR 2 VERTICAL CROSS SECTION 2 SIDEUTE PANEL MOO Approved as complying with Florida Budding Coda Date �ZI e� NOM S Miami Dade product Coldly' BY • EXTERIOR OMB 10/05/06 0 Z to 0 to EOM. N.T.S. woo. er: EW tadc ay: LFS twawam No.: S -2728 SHEEf 2 OF ' 12 u Z a° 2 m 0 0 SEE NOTE 7 SHEET y 19.7" FROM END & 27.4" MAX. O.C. SEE NOTE 1 SHEET 3 1 - 1/4" MAX. SHIM SPACE (re'.) 1.14" MIN. PENETRATION SEE NOTE 1 SHEET 3 INTERIOR HORIZONTAL CROSS SECTION ® SIDELITE JAMB Rp J 0 0 •.. ' r t • MMMMKNIM\ �9:rNI�M, I � F ��IIr� r �,�Ilr��lll N�NI NON — REINFORCED MULL 6" FROM END & 27.4 MAX. O.C. 22 HORIZONTAL CROSS SECTION 3 @ HINGE JAMB 5 N SEE NOTE 7 SHEET 1 A ® 0 0 0 MEMO 1 -3/8 MIN. EMB. (TYP.) 1/4 MAX. SHIM SPACE C:.) VERTICAL CROSS SECTION SEE NOTE 1 SHEET 3 NEMO EXTERIOR SHOWN W /1X SUB —BUCK SUBS1TUTING CONCRETE SCREWS FOR SCREWS NOTES 1. REM #48 — #9 X 2 -1/4 PFH SCREWS THRU JAMB INTO SIDELITE LOCATED ® 6 ", 27 ", 50 -1/4 ° , & 72 -1/8" FROM TOP OF FRAME TYP. BOTH SIDE JAMBS. 2. ALL UNITS ARE GLAZED UNITS. SEE SHEET 2 FOR DETAIL. NOT SHOWN 0 0 a ®® • SEE NOTE 7 SHEET 1 ACTIVE INACTIVE INTERIOR 1 /4° MAX. SHIM SPACE (TYP.) 1.14 MIN. PENETRATION 4 HORIZONTAL CROSS SECTION 3 @ HINGE JAMB EXTERIOR pp��o�vcd a complying with the NOA# Miami Dade Product Control! 1.( -14 0 1 1 � 11 II���11 � � ■ �i'IIrN�lll�,� 0 HORIZONTAL CROSS SECTION ® ASTRAGAL INTERIOR EXTERIOR r N awmm 1 0/05/06 N.E. N. T.S. DIA e e EW *tic BY: LFS WMANGNI. S -2728 SHEEr 3 of 1 a NOT SHOWN INTERIOR 1/4 MAX. SHIM SPACE (TYP.) 0 HORIZONTAL CROSS SECTION HINGE JAMB 1.14 MIN. PENETRATION 19.7" FROM LINID & 27.4 MAX. O.C. SEE NOTE 1 SHEET 3 SEE NOTE 7 SHEET 1 MULLION W/REINFORCEMENT 0 HORIZONTAL CROSS SECTION HINGE JAMB INTERIOR EXTERIOR o w SEE NOTE 1 SHEET 3 1 I I 11111111141 0 6" FROM END & 27.4" MAX. O.C. 0 0c 0 CD 0 6" FROM END & 27.4" MAX. O.C. NOT SHOWN MULLION W/REINFORCEMENT CD HORIZONTAL CROSS SECTION LATCH JAMB INTERIOR EXTERIOR 19.7 FROM END & 27.4 MAX. O.C. A.vpygyed OS COMPlY Wbh tb° ig id Vt9 NWARE Mialnif*WIN NOTE 1. ALL UNITS ARE GLAZED UNITS. SEE SHEET 2 FOR DETAIL 0 cu z 0 DATE 10/05/06 SCA1E. N.T.S. owo. B EW 0111G int IFS WAMONW S-2728 EL 4CI' JL cc P 1 5 0 © ) SEE NOTE 1 SHEET 3 C 5 1 HORIZONTAL CROSS SECTION 0 HINGE (CHS) W /INTEGRAL MUWON CHS MUWON ATTACHMENT AT SILL (2) #56 THRU SILL INTO MUWON INTERIOR V11°0 �NMNNMIN ';a, 0 0 INTERIOR EKIMB NOT SHOWN CHS MUWON ATTACHMENT AT HEAD (2) #56 THRU HEAD INTO MUWON CI) HORIZONTAL CROSS SECTION Approved as complying with die Florida Bmfdiog 0,1 406 `, NOM) •05 Miami Dada 11 Control SEE NOTE 1 SHEET 3 0 LATCH (CHS) W /INTEGRAL MUWON N 0 z cur.'s 10 /05/06 sc N.T.S. DWI Br: EW CNC er LFS DROWN NO.: S -2728 our 5 OF 12 z 0 b. 5 0 0 TI VERTICAL CROSS SWOON HEAD JAMB — DOOR Dig 1. ALL UNITS ARE GLAZED 11 SHEET 2 FOR DETAIL VTS. SEE 2-1/2" MIN. I 2-1/2" MIN. _ FROM EDGE FROM EDGE (TYP.) (TYP.) () VERTICAL CROSS SECTION OUTSWING THRESHOLD 0 VERTICAL CROSS SECTION SEE NOTE 7 SHEET 1 SHOWN W/1X SUB—BUCK SUBSTITUTING CONCRETE SCREWS FOR SCREWS C) VERTICAL CROSS SECTION HEAD JAMB — SIDEUTE 2-1/2" MIN. 2-1/2 MIN. FR OM G FR ( (P(R) C) VERTICAL CROSS SECTION OUTSWING — SIDEUTE d as cals40 f i s tioEidta.jli di N 9c1s WAgrIttligl ?ceche "nu NEE 1. ITEM #48 — #9 X 2-1/4" PFH SCREWS THRU HEAD & SILL JAMB LOCATED 3 FROM EACH FRAME END AND ON CENTER UNE. 0 . cu 0. 5 DATE 10/05/06 EDAM N.T.S. reara Erfc EW a' �Y LFS WO NO S-2728 sr 6 OF 12 1 a a FRAME 2X BUCK MASONRY OPENING FRAME -' 2X BUCK 4 W /2X BUCK INSTALIATION W /1X BUCK INSTALLATION SEE NOTE 1 TYP. HEAD & JAMBS ( ACTIVE FRAME ANCHORING XX (OUTSWINGI TYP. JAMB TO JAMB W/O 3/4" N MULLION ACTIVE SEE DETAIL 1 NON - REINF. MULL, FRAME ANCHORING SEE DETAIL 2 1 INACTIVE 1 4.5" 4° OXXO BOXED) OUTSWING TYP. SILL" SEE NOTE 1 � /- SEE ' i DETAIL 2 1 INACTIVE 1 \- ASTRAGAL \ - SHOWN FOR REFERENCE O TYP. SILL SEE NOTE 1 I II `-SEE DETAIL 1 ASTRAGAL\ - SHOWN FOR REFERENCE t0 W /2X BUCK INSTALLATION OR W /1X BUCK INSTALLATION SEE NOTE 1 TYP. HEAD & JAMBS 0 BUCK 1YP. JAMB TO JAMB W/3/4" MULLION i 0 0 N ri W /2X BUCK INSTALLATION W /1X BUCK INSTALLATION SEE NOTE 1 PETAL 1 HEAD W /2X BUCK INSTALLATION W /1X BUCK INSTALLATION SEE NOTE 2 to 1. 1/4" ELCO OR I7W CONCRETE SCREWS ANCHORING FRAME AND /OR SILL REQUIRE A MINIMUM 2 -1/2 CLEARANCE TO MASONRY EDGES AND A MINIMUM 4" CLEARANCE TO ADJACENT CONCRETE SCREWS WITH MINIMUM 1 -1/4" EMBEDMENT. 7 2. 3/16 CONCRETE SCREWS ANCHORING ASTRAGAL STRIKE PLATE AT HEAD OR SILL REQUIRE A MINIMUM 2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 2 -5/8" CLEARANCE TO ADJACENT CONCRETE SCREWS UNLESS OTHERWISE NOTED BY CONCRETE SCREW MANUFACTURER. m wu Q E 0 0 z T: 10/05/06 DCALL N.T.S. DWG. BY: EW as 8Y( LFS DRAWING NO.: S -2728 sou 7 or 12 __ z 3 0 0 a m 6 a , ---► m — y r4° ' j y r 4° I I ..• 1 I I I/ I W /2x BUCK INSTALLATION _ OR w//1x BUCK I NSTALLATION S EE NOTE 1 IYP. HEAD & JAMBS 0 BUCK w wSONRY PENING AME BUCK 1 „LEA or ® P - ('dJ.L) ° ® / N• JAMB W /3 /4 ° MUWON — 44. PTO J AMB N _ 1 _ I ACTIVE 1 t 'r :`:'.:•`"A 0 0 0 0.75,... 19 II 0.75 ^.. —CIF— --' w /2x BUCK INSTALLATION OR MASONRY f w /1x BUCK OPENING . / I © INSTALLAMON SEE NOTE 1 1YP. HEAD & JAMBS 0 BUCK FRAME ANCHORING X OUTSWING TYP. SILL SEE NOTE 1 0 2X lo FRAMF ANCHORING - .)ED) OUTSWING W /MULLION REINFORCEMENT 0.75 MUWON FRAME ANCHORING X0 OR OX (ROM) OUTSWING W /MUI LION REINFORCEMENT 6 C,\TYP. SILL t`' NOTE 1 w//2x BUCK 0. OR INSTAUATtON O - Z W /1x BUCK 0 0_ INSTALLATION SEE NOTE 1 O TP. HEAD & i•-• CI 11 JAMBS 0 BUCK 1 0 STRIKE PLATE DETAIL @ JAMB NOTES; 1. 1/4 ELCO OR AW CONCRETE SCREWS ANCHORING FRAME AND /OR SILL REQUIRE A MINIMUM 2 -1/2 CLEARANCE TO MASONRY EDGES AND A MINIMUM 4 CLEARANCE TO ADJACENT CONCRETE SCREWS WITH MINIMUM 1 -1/4 EMBEDMENT. 5 3 rap 0 4 ' E 0 0 N 0. 0 0 z z oaE 10/05/06 scAE N.T.S. DWG. BY: EW cwc. ar: LFS GRAwwG Na S -2728 sliEET GFL2 9 0 0 MASONRY OPENING CHS MUWON FRAME ASHOWN FOR REFERENCE ACTIVE 1 I/ 4 1-0— 4" 4" FRAME ANCHORING OX OR XO (CHS) W /INTEGRAL MUWON (CHS) CHS MUWON SHOWN FOR REFERENCE ACTIVE w /2X BUCK INSTALLATION OR W /1X BUCK 5 INSTALLATION SEE NOTE 1 TYP. HEAD & JAMBS 0 BUCK 7 TYP. SILL SEE NOTE 1 4" W /2X BUCK INSTALLATION OR W /1X BUCK INSTALLATION SEE NOTE 1 TYP. HEAD & JAMBS 0 BUCK TYP. SILL 44 SEE NOTE 1 r _ 4 FRAME ANCHORING OX0 (CHS) W/INTEGRAL MULLION (CHS) 1 0 o ^ is NOTES; STRIKE PI ATF DFTAIL ® MUWON 1. 1/4" ELCO OR ITW CONCRETE SCREWS ANCHORING FRAME AND /OR SILL REQUIRE A MINIMUM 2 -1/2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 4 CLEARANCE TO ADJACENT CONCRETE SCREWS WRH MINIMUM 1 -1/4 EMBEDMENT. Ia°�'edasmnmt wwitl'm" Approved 5 Pato 1/124L—C- BY 6 r 0 0 N a 0. to z 0 uo>E: 10/05/06 N.T.S. owa. BY EW muC BY: LFS DRAWING NO.: S -2728 OF 12 0 0 1 i TOP RAIL DOOR o • - .I 1.562 0 BOTTOM RAIL DOOR 780 -{ {� O SIDELTTE STILE 4.560" r 0 0 0 u 1.562" A; TOP RAIL SIDELTTE 7 1.562 47 BOTTOM RAIL SIDELITE .305 -1 14 HINGE STILE EDGE 1.220" 19 SILL-TO -JAMB KIT DETAIL OPTIONAL r k— 4.560" 2.435" 0 17 LOCK BLOCK 13 HINGE & LATCH STILE SUPPORTER 1 0 1 h- 2.362" -i_ .198" j Tf LATCH STILE EDGE 0 0 0 0 N L . ,.983" I I co 3.983" —1 18 HINGE q) 1 1.250" ©©0 JAMBS 1.000 -.1 2.000" 54 CHS INTEGRAL MUWON CHS (OX, OXO) ©©© flo i wvndr y ammcd m N ©© 3.250" F• 2.250" -` 1 IX REINFORCED MUWON 2.500" 2.250" F� MUWON W /OUT REINFORCEMENT 6 0 1 0 .p. N 0 0 z z 0 N rn10/05/06 swa. N.T.S. DIM BY: EW croc. en LFS woo N0 S -2728 s*w 10 OF 12 i 0 0 ALUMINUM ASTRAGAL ASSEMBLY BY ENDURA PRODUCTS 40 ALUMINUM ASTRAGAL BY ENDURA PRODUCTS DEAD BOLT LATCH (THRU HOLE) l .� (BLIND HOLE) o CJ_ V ALUMINUM ASTRAGAL BY ENDURA PRODUCTS NOTE 0 e O p o �{ 1.625 o 1.625° r e TOP BOLT RETAINER MAN.: HDPE LENGTH: 4 3/4" 19.625" O 0 67.- TOP BOLT RETAINER MAIL: ALUMINUM LENGTH: 9 3/4 42 SUDE BOLT ROD STEEL Q 1 I Approml as wegt1yi0gW With 1h0 Florida... ?t M iami Dad ,M ct 1. (12) OF ITEM #48 ASTRAGAL RETAINING SCREWS LOCATED (2) 0 2 -1/2 ° , (1) 0 3 -1/2 ", (1) 0 10 -1/2 ", (1) 0 18 -1/2 ° , & (1) 0 26 -1/2" FROM THE TOP OF ASTRAGAL AND (2) 0 2 -1/2 ", (1) 0 3 -1/2 ", (1) 0 10 -1/2 ", (1) 0 18 -1/2 & (1) ® 26 -1/2" FROM THE BOTTOM OF ASTRAGAL. 0 N 0 0 2 2 0 auE: 10 /05/06 scam N.T.S. owa ar Epp ay. ew LFS awamm No_ S -2728 spar 11 ae_12_ 2 3 4 5 7 8 9 10 11 12 13 14 15 16 17 18 19 21 22 2.3 23A 238 24 26 27 28 29 30 31 32 .33 34 35 36 37 .38 40 41 42 43 44 DESCRIPTION FIBERGLASS SIGN 0.079' BY TRINITY MIN. THK. W /FIBERGLASS YAM REINF. SIDELRE JAMB — FINGER —JOINT PINE HINGE & LATCH JAMB — FINGER —JOINT PINE HEAD JAMB — FINGER —JOINT PINE 1/4" X 3-3/4' TAPCON (ELCO OR IRS) OUTSWING THRESHOLD (HIGH RISE TYPE)(INQURA PRODUCTS INC.) STRIKE PLATE SCREW 98 X 2.0' PFHWS (2 REQUIRED PER STRIKE PLATE) COMPOSITE BOTTOM RAIL DOOR PANEL CORE FOAMED IN PLACE BY IRINitt COMPOSITE /LVL TOP RAIL WEATHERSTRIP QEB0650 0 —LON LVL HINGE & LATCH STILE SUPPORTER COMPOSITE HINGE STILE EDGE BEAD 1/4' COMPOSITE LATCH STILE EDGE LVL LOCK BLOCK 3.983 X 4.0' HINGE MIN. 0.098" THICK SILL TO JAMB KIT (OPTIONAL)* KWIKSET LATCH GRADE I KWIKSET DEADBOLT GRADE 0 STRIKE PLATE FLUSH BOLT STRIKE PLATE Q HEAD FLUSH BOLT STRIKE PLATE ® SILL HINGE TO JAMB SCREW #9 X 5/8" PFII S (3 REQUIRED EACH HINGE) 14940E TO DOOR SCREW #9 X 1.0' PFHWS (4 REQUIRED EACH HINGE) LITE FRAME SCREW #8 X 1 -1/8' SELF THREADING 1' INSULATED LAMINATED GLASS (INIERIAYER DUPONT BUTACRE) 1/8' TEMPERED — AIR — 1/8" Hs — .090 PVB — 1/8' HS 2X BUCK 1X BLACK MASONRY MUWON BASE KIT* JAMB TO BUCK SCREW #10 X 2.5 PFH WS WITH MIN. 1.14" EMB. NOT USED LAID( CAULK 1/4" MAX. SHIM SPACE UTE FRAME BY TRINITY UNDER SEPERATE N.OA• SCREW PLUG* ASTRAGAL (ENDURA PRODUCTS INC.) BOLT RETAINER FLUSH BOLT 3/16" X 2 TAPCON (ELCO OR ITV 1/4" X 2-3/4" TAPCON (ELCO OR ITN) MATERIAL FIBERGLASS W000 WOOD W000 SLID. ALUM. /OOMP. STEEL PVC POLYURETHANE PVC /LVL FOAM POPLAR PVC WOOD PVC POPLAR STEEL PC /ASA STEEL STEEL STEEL STEEL STEEL STEEL STEEL GLASS WOOD W00D CONCRETE PC /ASA STEEL LATEX WOOD PC /ASA PC /Asa ALUMINUM STEEL. SLID. STEEL REM 45 46 47 48 49 50 51 52 53 54 55 56 57 DESCRIPTION LW. SIDEUTE 70P RAIL LW. 51DELTIE STILE LW. SIDELITE 8O1TOM RAIL #9 X 2 -1/4 SELF DRILLING SCREW 10-32 X 5/8" MACHINE SCREW OUTSWING SIDEUTE SPACER #10 X 2.0' PFH WOOD SCREW DEAD 80LT STRIKE 1X MUWON REINFORCEMENT INTEGRAL MULLION (CHS) #6 X 1-1/4" PRI DRYWALL SCREW BS X 2 -1/4' PFH SELF DRIWNG SCREW STAPLE 16 GA GALV. 7/16' CROWN x 1-3/4" LONG CELLULAR PVC COMPOSITE 4.563" 0 M —1 2.010 O SIDEUTE SPACER OUTSWING MATERIAL POPLAR POPLAR POPLAR STEEL STEEL PVC STEEL WOOD WOOD STEEL STEEL STEEL fi r J Q 3.068" —0i O OUTSWING THRESHOLD HIGH RISE TYPE • PC /ASA• PDLYCAR80NA1E/ ACRYLONRRILE STMENIE ARIIAIE Approved as complying with the Dale Building lCodeZety'2 NOEL@ ti -. IA.A.' Miami Dada Product Ccaamm�mm O 1 faA 0 y m §a CO N s 0 Z z 0 0 to cc cc We 10/05/06 SCALE. N.T.s. DWO 68 Ew twat. er< LFS MOOD NOz S -2728 SHED' 12. OF 12