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WS-07-1408
Inspection Date: 09/27/2007 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: PECACHE, FE Job Address: 558 94 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: THE HOME DEPOT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)751 -7051 Parcel Number 1132060140930 Lot: Phone: 770/433 -8211 Building Department Comments REPLACEMENT OF 2 DOORS sa' 2 7 Mr Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, September 27, 2007 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 \g/ i401 BUILDING Permit No. PERMIT APPLICATION JUL ®9 ���� Master Permit No. FBC 2004 B Y: ®..®_ Permit Type (circle): Buildin Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Phone # Owner's Address 5,5 9 City)7240:777 a State „ Zip 3 3 13 Tenant/Lessee Name Phone # Job Address (where the work is being done) 6°5 NE 9 . City Miami Shores. Village County . Miami -Dade Zip 3 3 / 3 FOLIO / PARCEL # 3 a. 0 (o - U - ®'',3 U Is Building Historically Designated YES NO Contractor's Company Name /''- Phone # 9:5Y-- .5—g'(D ° 0 33k Contractor's Address & / 7 /1.1141 449 Xj��""e City 0J—t- _ State Zip 33 d 73 Qualifier Name Doym 4 t'!k Gt l " baba 0 Phone # State Certificate or Registration No. ( c Vertificate of Competency No. Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ ®e`t t Square / Linear Footage Of Work: Type of Work: []Addition tjAlteration DNew Describe Work: re O a deo Repair/Replace 0 Demolition * * ** * * ,x* * * *** * *** * * * * * * * * * *, * * * * ** Fees * * * * * * * * * * * * * * * * * ** *** * * * * ** * * * ** * * * * * * *** Submittal Fee $ Permit Fee $ 2-0 ` CCF $ t ") CO /CC Notary $ Training/Education Fee $ a ( Technology Fee $ 5 , Scanning $ Ct - Radon $ DPBR $ Zoning Bond _$ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ . , 'r_ ;, 40 See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mo ?phsr A :cable) 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 Alit CONDITIONERS, ETC OWNER'S A■[DAVIT:. I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARPVING 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 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. Signature The foregoing day of who is p Signatur r wOner rAgent -- ent was acknowledged before me this by Fe- e wn to me or who has produced As identi NOTARY PUBLIC: Sign: Print: HUMP RAMZAN tit" f+;o■erv+ Pualic Site of Florida My :comm. expires May 16, 2009 No, DD 430192 My Commission Expires: �` e -710 **********************-****,4*************************** APPLICATION APPROVED BY: (Revised 02108/00) Contractor The foregoing instrument was acknowledged before me this ,5 day of , 20D7 by P7 f C PielnlirclUilib who is personally known tg me or who has produced as identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: OIDERA dotcsry Public - State of Florida EtvlyCornnut.3onEviresNav16,2 22 Bonded By National Notary Assn. ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Pbatibaa.) I i I 1 M ,., 1 I • i 1 1 1 i 1 1 i • I 1 1 ' 1 I i '-• " I - • : ; : t • . • I 1 i i : I. :: - ? • - ! ; • f • . i 7 • •. ' i 1 ! : . 1 ; • L. 1 • _ r•••••-•=3..liz- '.-t•—••T"- • ; 1 • .at - t I • CO 0. ICIMM-4141- N > 73.2 • /1- 1.11 CC CC • - • 7862932284 r : 1 . . ....,Y---.T-"---'-,---or.,0,v-4,-.1?--,,t...--,-:, ,--,4,--,..,,t,--i-----:..__,--,--. -r • _______ r.D •P, tC14.° .71" ta 05!30/2007 4-.- .41_ . - -1--i-- - • • • • • • 1 • • • • : • .-.1_,, • • •• • t. - .. • • • • ; • • • • .• ir-ar—r-th • •-•-- -IN--- • • • • • • • • • • • • iroo--•- ta-o-:- . ; . . • ,I -- --7 -4----.:- : -;-- : - . - -..--7 r • 7 • - - • - • 0---111—• • * ..*-- • • • • • o • • - _ • • _ • • •• • • • • • I'MC111- •411• • • • •• —0-0- • - •• ••, • •-• - • .0. 4tIt_q_. 40,4, - 1 . • _ : ...;___ . ■ ..___:...___4 - a ■ '.. °""we ii : 7: ---' to 1 MRH =O -601 05/17/2007 - 1 :47pm Kat F: \03 Elements \10 Loading \11 CalculatorstASCE 7-021 FLB - ASCE 7-02 Pressure Charts (0.60).dwg T 2004 FLORIDA BUILDING CODE & ASCE 7 -02 DESIGN LOADS FOR COMPONENTS AND CLADDING I INTERIOR ZONE 4 PRESSURES Mean oof He t4. DESIGN PRESSURES (P819 - Zone 4, w° -- 1 V 15 20 1. . _ . • - ;� 25 30 35 -15 ft -62.2 +46.5 t3» -.8 +45.2 -58.0 +44.4 56.7 +43.7 - 55.6 +43.1 - 54.6 +42.7 - 53.8 +42.3 - 53.1 +41.9 52.6 +41.6 8 ft -83.1 +47.1 •f.• +45.9 -5 . - 49.8 - 49.0 - 48.3 - 47.7 -4 -532 +42.2 18 ft -64.6 +48.3 -62.1 +47.0 16 ft ,°.47.1 +43.9 +45.0 +44.3 443.7 -54.5 +43.2 eh �= -83.5 +48.1 -61.8 +47.1 -802 +46.4 -52.4 - 51.1 -502 - 49.5 - 48.9 -48.4 ° r'r -62.9 +48.1 18 ft +482 +47.0 +48.1 +454 +44.8 .3 58.7 +513 • -64.1 +49.0 20 ft 53.5 522 -5t3 50.6 -50.0 26 ft -69.8 +522 -67.1 +50.8 -85.1 +49.8 :K : +49.4 +48.1 +47.1 +46.4 +45.8 +45. 28 ft 30 ft -70.9 +53.0 -72.0 +53.8 -682 +51.6 -692 +52.3 -862 +50.8 -67.1 +513 - 54.6 -53.3 -52.4 -51.6 -51.0 -50. ' '" -49 ft +50.4 +49.0 +48.1 +47.4 +48.8 +48.3 +45.8 +45.4 +45.1 24 ft -55.6 +51.3 -54.3 +49.9 - 53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +48.7 -50.6 +46.3 -50.3 +45.9 26 ft -58.6 - 552 -542 -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 -68.9 +53.1 +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft -57.5 - 56.1 -55.1 -54.3 -53.7 -532 -52.7 -52.3 -51.9 -70.4 +54.3 +53.0 +51.6 +50.6 +49.8 +492 +48.7 +482 +47.8 +47.4 30 ft -58.3 +53.8 -56.9 +52.3 -55.9 +513 -56.1 +50.6 -54.5 +49.9 - 53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft 59.1 -57.7 - 58.7 -55.9 -552 - 54.7 542 -53.8 -53.4 72.4 +66.8 +54.5 +63.1 +52.0 +51.3 +50.6 +50.1 +49.6 +492 +48.8 34 ft - 593 +552 -58.4 +53.7 -57.4 +52.7 -66.8 +51.9 -55.9 +5t3 -55.4 +50.7 -64.9 +50.2 - 54.5 +49.8 54.1 +49.4 36 ft -80.6 +55.9 -59.1 +54.4 -58.1 +53.3 -57.3 +52.5 56.8 +51.9 - 58.1 +51.3 -55.6 +50.8 - 55.1 +50.4 -54.8 +50.0 38 ft -81.3 +56.5 -59.8 +55.0 -58.7 +54.0 - 57.9 +53.1 -57.3 +52.5 - 56.7 +51.9 582 +5t4 -55.8 -55.4 +51.0 +50.6 40 tt 52.0 +57.1 -60.5 +55.6 -59.4 +54.5 58.6 +53.7 -57.9 +53D -57.3 +5 -56.8 8. b5ji, - • 5q 42 ft -62.6 +57.7 -61.1 +562 -60.0 +55.1 -592 +54.3 58.5 +53.6 50 e ;� Y 44 ft 532 -61.7 -60.6 -59.7 -59.1 +56.3 +56.7 +55.7 +54.8 +54.1` -63.8 -62.3 -6t2 -60.3 -59.6 '. : 48 ft +58.8 +57.3 +562 +553 +54.6 +64.0 544 -62.8 -61.7 -60.8 -80.1 6 48 ft +59.4 +57.8 +58.7 +55.8 +55.1 f : 5, ` -64.9 -63.4 -622 51.4 -60.7 -80. 50 ft 52 ft 55.5 +60.4 -83.9 +58.8 -62.8 +57.6 51.9 +58.8 512 +58.1 -80.8 +55.4 -60.0 +54.9 - 59.6 -592 +84.5 +54.0 54 R 58.0 +60.8 -64.4 + 592 -63.3 +58.1 -62.4 +572 -61.7 +58.5 -8t0 +55.9 -60.5 +55.4 -804 -MA +84.9 +54.6 58 ft -66.5 +81.3 -64.9 +59.7 - 83.7 +58.6 -62.9 +57.7 52.1 +56.9 -61.5 +58.3 -61.0 +55.8 .8& -60.S +554 +60 60 ft - 87.5 +82.2 -85.8 +80.8 - 84.7 +59.4 -63.8 +58.5 -63.0 +57.8 -62.4 +57.1 -613 +58.6 -64'.4- -61.0 +56.1 +55.7 m a 3 8 REMARKS INIT ISSUE • c • • - • ••• EXTERIOR ZONE 5 PRESSURES Mean OA DESIGN PRESSURES (PSF) - Zone 5 10 (1 .- 20 T '. , ■ Area • Ft 40 45 50 25 30 35 -15 ft -62.2 +46.5 t3» -.8 +45.2 -58.0 +44.4 56.7 +43.7 - 55.6 +43.1 - 54.6 +42.7 - 53.8 +42.3 - 53.1 +41.9 52.6 +41.6 8 ft -83.1 +47.1 •f.• +45.9 -58.8 +45.0 -67.6 +44.3 - 56.3 +43.7 55A +43.3 - 54.6 +42.9 - 53.9 +42.5 -532 +42.2 18 ft -64.6 +48.3 -62.1 +47.0 50.3 +46.1 -58.9 +45.4 -57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -55.2 +43.6 -54.5 +43.2 eh -68.1 +49.4 -83.5 +48.1 -61.8 +47.1 -802 +46.4 -59.0 +45.8 -58.1 +46.3 -572 +44.9 56.4 +44.5 -55.8 +44.2 22 ft -87.4 +50.4 -64.8 +49.0 -62.9 +48.1 -61.4 +47.4 - 802 +46.8 -592 +48.3 -58.4 +45.8 - 57.6 +45.4 -56.9 +45.1 24 ft 58.7 +513 -66.0 +49.9 -64.1 +49.0 -62.6 +48.2 -61.4 +47.8 50.3 +, _ . -59.4 +48.7 -58.7 +46.3 -58.0 +45.9 26 ft -69.8 +522 -67.1 +50.8 -85.1 +49.8 :K : :Y ° . " ' I' -58.9 +46.7 28 ft 30 ft -70.9 +53.0 -72.0 +53.8 -682 +51.6 -692 +52.3 -862 +50.8 -67.1 +513 : +4e. ; _ . er' : ^^ : , : : ^ . ^ _ x.1 49.6 ya °,8 ' 7.8 -59.9 +47.4 :1.5 :Y 3 +492 -60.7 +48.1 51.8 +48.8 32 ft -73.0 +54.5 -70.1 +53.1 -68.1 +52.0 •fib. +51.3 a ° : . <,• . ° ft -73.9 +552 -71.0 +537 -68.9 +527 +5 ° ' 5 `' 4 9.4 36 ft -74.8 +55.9 -71.9 +54.4 -69.8 +53.3 -68. +52.5 +61.9 +51.3 +50.8 +50.4 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 - 70.6 +54.0 -68.9 +53.1 - 87.6 +52.5 56.5 +51.9 -65.6 +51.4 -64.6 +51.0 -83.8 +60.6 ft -76.5 +57.1 -73.5 +55.8 -71.3 +64.5 59.7 +53.7 - 68.3 +63.0 -67.2 +52.5 562 +52.0 -65.3 +51.5 -64.5 +61.1 42 ft -77.3 +57.7 -74.2 + 562 -72.1 +55.1 -70.4 +54.3 - 89.0 +53.6 57.9 +53.0 -68.9 +62.5 - 86.0 +52.1 -85.2 +51.7 44 ft 78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +64.8 -69.7 +54.1 -68.5 +53.5 -87.5 +53.0 -65.6 +52.6 55.8 +52.2 46 ft 78.8 +58.8 -75.7 +57.3 -73.5 + 582 -71.8 +65.3 -70.4 +54.6 - 692 +54.0 582 +53.5 -87.3 +63.1 -86.5 +52.7 i -79.5 +59.4 -763 +57.8 - 74.1 +56.7 72.4 +66.8 -71.0 +56.1 -89.8 +64.5 -68.8 +54.0 - 67.9 +53.6 -67.1 +53.1 G R 50 -802 -77.0 -74.8 -73.0 -71.8 -70.4 -69.4 - 68.5 -67.6 a ^. .: 'a... -v • +54.0 +53.6 62 ft -80.8 +80.4 -77.6 +58.8 -75.4 +57.8 -73.6 +56.8 -72.2 +56.1 -71.0 +56.4 -69.9 +54.9 59.0 +54.5 -882 +54.0 • • • ft • • • :431.5 , +61.8•+6!2•+58.1 • 41 • ' 1.3 : -43 : - 9 •+5S.7 • !78.0 46 94858.5 -74.2 +572 -74.8 +57.7 -72.8 +68.6 -73.3 466.9 -71.6 +55.9 -72.1 +68.3 - 70.5 +55.4 -71.0 +55.8 - 89.8 +64.9 -70.1 +55.3 -68.7 +54.5 -89.3 +54.9 60 R - 83.3 +822 - 80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +67.8 -73.2 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +65.7 • WIND VELOCTY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEFINED AS THE C iACAL,C USE OF CRITICAL C 2. FOR SITUATIO FACTOR OF 1.18. V 3. USE OF TAB 4. TABLES VALID SHALL BE PERFORM 5. IDENTIFY THE CANNOT BE IDENTIFIE', 6. ALWAYS ROUND UP ROO ASSUMPTION. BASED ON Kd =0.85 " SEE TABLE NOTES FOR ALT Kd THE 'WORST CASE' PRESSURES. 'WORST CASE' 15 *NNW .,,KNOWN VARIABLE AS DESCRIBED BELOW. WITH THESE TABLES. LE VALUES ARE UNDER - DESIGNED BY A LOCAL MUNICIPALITY PRIOR TO TABLE USE. 4S LESS THAN 60' ROOF HEIGHT. UCTIONS FOR ROOF SLOPES I MS THAN 10° SPECIFIC CONDITION. F HEIGHT. IF THE MEAN ROOF HEIGHT OOF EIGHT. 0 NEXT TABLE VALUE OR TO A CONSERVATIVE 7. CALCULATE ? P,s e� o : i �, IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LEN NW THAN ONE -THIRD T ✓ � a 1 :rte 3). USE THE AREATBETW EN 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 I5 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 TH - 0 ' UST (WIND VELOCITY) FOR A CATEGORY II Tit GENERAL RESIDE =1.0. THESE TAB TOPOGRAPHIC FA HILLY TERRAIN. I VERIFY USE OF Kd = HIGH VELOCITY 5. ADHERE TO A 6. NO CERTIFICA 7. EXCEPT AS EXPRESSL AFFIRMATIONS ARE INTENDED. ON) USING AN IMPORTANCE FACTOR FACILITIES OR ASSEMBLY OCCUPANCIES. USE ONLY. THESE TABLES NOT VALID FOR (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. OR) WITH LOCAL BUILDING DEPARTMENT. HVHZ R WALLS AND VERTICAL SURFACES ONLY. STEM ORDINANCES. RITY OF THE HOST STRUCTURE. REIN, NO ADDITIONAL CERTIFICATIONS OR a= 10% OF LEAsEd WHICHEVER 15 5 RH, OF LEAST HORIZONTAL Q ON. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. a a PEAK ROOF HEIGHT MEAN ROOF HEIGHT WALL ZONE FIGURES rte= 0/A, :f1.• F:L0RIDA BUILDING CODE • ASCE 7 -02, MRH = 0 - 60 FT DESIGN LOADS FOR • • COMPONENTS & CLADDING F • • 1HI80001Y01ne71EPROP®nYOF FRANNL�B>!b0•.!Ee0 HOTS RPPROOUCa1019Ri4EOR PAW:MIDOUrPAIEN OF Beaea0o, P.E- assentee.AOORmteola �Inees iOmit TOTFVBDOCU EMARENORPERhOnEOANDPP•LmOTE•R I�1�� ®U�1 El 'i: I • ••• • • • • • • • • • • • • • • • • • ••• • • ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354-0443 WWW.ENGEXP.COM CERT OR RUTH #9885 A FRANK L BENNARDO, P.E., INC. INNOVATION ,4e MIAM2 S 0.A Epp Al 2 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. 31725 Highway 97 North Chiloquin. OR 97624 SCOPE: -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST GLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governing the a of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Co trol 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- ade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dad County) reserve the right to have this product or material tested for quality assurance purposes. If this product material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing an the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdi on. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Contr 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:cWis "Jeld -Wen® Steel" W/E Outswing Opaque Insulated Steel or w w APPROVAL DOCUMENT: Drawing No. DC2005, titled "0/8 Opaque Steel Door Double & Single Units w & w/o Sidelites ", sheets 1 through 8 of 8, prepared by R.W. Building Consultants Inc, dated 9/25/00 with revision #1 dated 12/11/02, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name o logo, city, state and • • • . following statement: "Miami -Dade County Product Control Approved ", unless oth a noted j>ein. "' RENEWAL of this NOA shall be considered after a renewal application has been filed and Re as been n$ 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 bas been a revvsienly chang 7th'the materials, use, and/or manufacture of the product or process. Misuse of this NOA as endorShnt of any. . product, for sales, advertising or any other purposes shall automatically terminate thi NOA.'a3?iue to connly with any section of this NOA shall be cause for termination and removal of NOA. • g ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Flclida' ad followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is tiisplit:Lygd, therf Mall 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 Offi ial. This NOA revises and renews NOA # 00- 1003.03 and consists of this page 1 as we as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Expiry Approv NOA No 02- 1211.12 on Date: April 14, 2008 Date: January 16, 2003 Page 1 ••-• • • • • • ••.••• • • ..•••• • • • •••••• • • •.•.•• • • Je Id-Wen Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB TED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. DC2005, titled "O /S Opaque Steel Door Double & Single Units w & w/o Sidelites", sheets 1 through 8 of 8, prepared by R.W. Building Consultants Inc, dated 9/25/00 with revision on #1 dated 12/11/02. B. TESTS Submitted under NOA No. 99- 1122.01 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loadin per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94, 5) Cyclic Wind Pressure Loading per SFBC PA 203 -94 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of pairs of outswing residential insulated steel doors with sidelites, prepared by ertified Testing Laboratories, Test Report No. CTLA456W, dated October 9, 1999, signed and sealed by Ramesh Patel, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loadin per PA 202 -94 along with marked -up drawings and installation diagram of esidential insulated steel sidelites, prepared by Certified Testing Laboratories, est Report No. CTLA 961W, dated October 23, 2002, signed and sealed b Ramesh Patel, P.E. C. CALCULATIONS •. • • • 1. Anchor Calculations, dated October 2, 1999, with addenduti dated�Margh 20, „• . 2000, prepared, signed and sealed by Mark Fetherman, P.E. Submlitodunder • • NOA No. 99- 1122.01 • • 000000 2. Anchor calculations for fixed lite mounting hardware loads dated 12)102/D2, prepared, signed and sealed by Lyndon F. Schmidt, P.E. •••• •• •• •••••• . • • • • • • • • •• • IP ue CZ . z, P.E. oduct Contro xaminer NOA No 02- 1211.12 Exp on Date: Apri114, 2008 Approv Date: January 16, 2003 E -1 •0000• • • • 0.00•• • • 0.0000 •••• • • • •••• 00000 • • .... 00000 • •• •• • • •••• • • •••• ••• • • .• • • •••••• • • Jeld -Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI FTED (For File ONLY. Not part of NOA) D. MATERIAL CERTIFICATIONS 1. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA456W, dated September 30, 1999, for steel samples, ested per ASTM E8- 93a, signed and sealed by signed and sealed by Ramesh Pat , P.E. 2. Test Report No. ITS- J99006660 -001, prepared by Intertek esting Services NA, Inc., issued to Jeld -Wen Research and Development, dated Aril 8, 1999, for samples of foam, tested per ASTM E 84-94 "Standard Test ethods for Surface Burning Characteristics of Building Materials" and ASTM » 1929 -91A "Standard Test Method for Ignition Properties of Plastics "; Signed and sealed by Douglas Keith Tucker, P.E.Jeld -Wen, Inc. 3. Notice of Acceptance No. 02- 0429.11 issued to Trinity Gla4 International for "Trinity Lite Frame" dated 07/03/02, expiring on 07/03/07. 4. Tensile Test prepared by Certified Testing Laboratories, T Report No. CTLA- 107811, dated October 24, 2002, for lite frame material sam les, tested for straight pull out, signed and sealed by signed and sealed by Ramesh atel, P.E. E. STATEMENTS 1. Statement letter of product name change, dated 12/4/02, sigied by Steve Strawn. 2. Statement letter of lite frame revision, dated 12/22/02, sign by RW Building Consultants, Inc. signed by Rick Wright. 3. Statement letter of conformance to Code and no financial interest, dated December 2, 2002, signed and sealed by Lyndon F. Schmid P.E. 4. Statement letter of no financial interest, dated October 10, 2 02, signed and sealed by Steve Frey. 5. Statement letter naming Rick Wright as the contact person, gtated October 10 . • • • • • a 2002, signed by Steve Frey. ... • • F. OTHER •••••• • 1. Notice of Acceptance No. 00- 1003.03 issued to Jeld -Wen, Inc., fort Series • • • "Doorcraft® Steel" Outswing Opaque W/E Residential Insulated St88rboor • • • • • .. w /Sidelites - Impact, approved on 01/11/01 and expiring on 04/14/07, • • • • .. • • • .• ...... • • ...... • • ..... • • 000000 .....• • • • ...... • • .... • •••• . • • E -2 an . 'er z,P.E. oduct Co er NOA No i 2- 1211.12 Expiry on Date: Apri114, 2008 Approv Date: January 16, 2003 JELD -WEN® Steel WOOD EDGE OPAQUE INSULATED STEEL DOOR OUTSWING 6-8 UNITS W /AND WIOUT SIDELITES l GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 2. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER THE LOADS TO THE STRUCTURE. .3. PRODUCT ANCHORS SHALL. BE AS LISTED ANO SPACED AS SHOWN ON DET AILS. ANCHOR EMBEDMENT TO EASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. THIS SYSTEM REQUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE FOR THE SIDELRES ONLY. 5. DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS: -SEE DESIGN PRESSURE RATING TABLE SHEET ONE. 6. SIDELITES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONRGURATION. 7. THIS SYSTEM MEETS THE WATER REQUIREMENTS FOR "HIGH VELOCITY HURRICANE ZONES ". SEE NOTE BELOW DESIGNED PRESSURE CHART. RESIDENTIAL( INSULATED STEEL 000R ((Common o all fframe conditions) Door Leaf Construction: Face sheets: 24 go. (0.020) minimum thickness, Galvanizzed steel A -525 commercial quality KDQ per ASMM 620 with yield strength Fy(min .)24,600 psi. Core design; Expanded polystyrene with 1.0 to 1.25 lbs. density. CorTp�s ruction; Steel face sheets glued to expanded polystyrene (EPS), with wood roils and I minted veneerd Iumber Stiles and a wood lock block reinforcement. Frame construction' The head jams and side jambs ore mortised, butted and joined using three 7/8 x 2 wire staples. TABLE OF CONTENTS 74.5" MAX. OVERALL WIDTH --{ SHEET # DESCRIPTION / 1 COMMON (GENERAL NOTES, TYPICAL ELEVA'40N5 • : : : • 2 VERTICAL CROSS SECTIONS & BILL OF atATERIALS• • • • 3 HOIZONTAL CROSS SECTIONS w • • 4 HOIZONTAL CROSS SECTIONS • • ••• • • 5 ANCHORING LOCATIONS & DETAILS 6 ANCHORING LOCATIONS & DETAILS O T�4 J 7 GLAZING DETAILS . 0—Lo 6 COMPONENTS • • • • • 4 • • • . • • • • • • • ••• • •• • mr DOUBLE DOOR ELEVATION 37.5° MAX. OVERALL WIDTH 1 El Ell n O p p O v v � 0 • • • • • • • • • • • • ••• • • • • • • • • • •• • • • • • • • • • ••• 74.5" MAX. OVERALL WIDTH --{ i 0 g N ; II 6 is z 0 L a 0 / �0 NE Lai o 1!I AD t01,G. .•AV n INI ICI I!�I ICI v ro v 0 g n H 6 `° o O T�4 J v 0—Lo v •=7 0 '=,' v 4=1. v 1== .tom. DOUBLE DOOR ELEVATION 37.5° MAX. OVERALL WIDTH 1 El Ell n O p p O v v � 0 • • • • • • • • • • • • ••• • • • • • • • • • •• • • • • • • • • • ••• SINGLE DOOR W /SIDELITES ELEVATION 105.25" MAX. OVERALL WIDTH El El • n v v P o DOUBLE DOOR W /SIDELITES ELEVATION LAL 6 PANEL DOOR SHOWN FOR CLARITY OF VIEW (VIEWED INTERIOR DESIGN PRESSURE RATING _--"`"- 68.5" Max. OVERALL WIDTH --j D I z 0 L a 0 / �0 NE + 53.0 PSF o - 57.0 PSF AD t01,G. .•AV n O ICI ICI v ro v 0 g n H 6 `° O T�4 J v SINGLE DOOR W /SIDELITES ELEVATION 105.25" MAX. OVERALL WIDTH El El • n v v P o DOUBLE DOOR W /SIDELITES ELEVATION LAL 6 PANEL DOOR SHOWN FOR CLARITY OF VIEW (VIEWED INTERIOR DESIGN PRESSURE RATING _--"`"- j� /l ON REQUIREMENT IS NEEDED �0 NE + 53.0 PSF ,IEGITIVE - 57.0 PSF 0 a CC v j At to 2 0 LLI oo z JWetmouto CONSULTANTS. INC. 813.659.9197 Approved as compiylcgwith the Ftmid kti gCede Date NOAN Miami Dade Prod trot D� mve: 9/25/00 SCALE: N.T.S. DWG. SY: TJH oec. ay: RW OFIA1WHO NO.: DC2005 SHEET 1 Of 8 ••• • • • • ••• • • e • • • • • • • • • •• • • • • • • • • • • • • • •• •• • 000 • • • AD s 0 1 .020" MIN. SKIN 1.75" MAX. PANEL THK. x oOW x to a cst LL. EXTERIOR INTERIOR .020" MIN. SKIN THK. Item DESCRIPTION Material 1 HINGE JAMB (1 1/4" x 4 1 12 ") WOOD 2 HEAD JAMB (1 1/4" x 4 1 22 WOOD 2A SIDEUTE BLANK JAMB (1 1 4 x 4 9/16 ") .3 4" x 4" BUTT HINGE 12GA. (.097" MIN) STEEL 4 19 x 1" P. FIj, WOOD SCREW (HINGE TO FRAME) STEEL STEEL STEEL 5 #8 x 2 1/2 PHILLIPS FLATHEAD W000 SCREW 6 110 X 2" P. FH. WOOD SCREW (HINGE TO BUCK) 7 1/4" TAPCON STEEL 8 BUMPER THRESHOLD (1 1/4 "x4 5/8x5/8 ") ALUMINUM 9 COMPRESSION WEATHERSTRIP Q -LON 005 -650 10 EXTRUDED ASTRAGAL (IMPERIAL #ANH) ALUMINUM 11 19 x 1" PHILLIPS FLATHEAD WOOD SCREW STEEL 12 FACE SHEET 24GA. (.020" MIN. GALVANIZED) STEEL 13 TOP RAIL (1.67" x 1.0421 WOOD 14 DOOR PANEL BOTTOM RAIL (1.73 "x1.21 x.021'% STEEL 15 DOOR HINGE WOOD SIDE STILE 1.67" x 1.065 WOOD 15A DOOR LATCH LVL SIDE STILE 1.67" x 1.065" 16 ASTRAGAL THROW BOLT 0.31" x 19.25 L. STEEL 17 18 x 1/2" L. TYPE "AB" PANHEAD SMS STEEL 18 8 - #6 X 1" PHILLIPS FLATHEAD WOOD SCREW STEEL 19 KWIKSET TITAN SERIES LOCK 20 KWIKSET TITAN SERIES DEADBOLT 21 LATCH SCREWS (SEE LOCK INSTRUCTIONS) 22 MASONRY WALL CONC. 2.3 2x WOOD BUCK WOOD 24 EXPANDED POLYSTYRENE, DYUTE 11.0 TO 1.25 LB) 25 1/4" MAX. SHIMS WOOD 26 WOOD LOCK REINFORCEMENT WOOD 27 LITE FRAME 001_ POLYPROPYLENE 28 1/2" INSULATED TEMPERED GLASS GLASS 29 LATCH JAMB (1 1/4" x 4 1/12 ") WOOD 30 #8 x 1 1/2" TEK SCREW (UTE FRAME) STEEL 31 LITE FRAME BY TRINITY FOR 1/2" GLASS 32 1/2" INSULATED TEMP. GLASS BY TRINITY 33 LITE FRAME BY TRINITY FOR 1" GLASS 34 1" INSULATED TEMP. GLASS BY TRINITY 35 LITE FRAME SCREW 16 X 1 1/2" PANHEAD 36 SILICONE CAULK (CR LAWRENCE 33C) SILICONE 37 GLAZING COMPOUND SILICONE 38 CAULK LATEX o cozy/ J WU)o o ' co comb o &F 0 x o ce 0 W U 0 J U to In csi • °O ••:••• • • • •• • •• `• D •• • • •• ••• •• ED VERTICAL CROSS — SECTION• • • • • • • • • • • • • ••• • BUILDING CONSULTANTS, INC 813.659.9197 • • • • • • • • • • • •• • • • • . • • • • (I) @ .11' ??/CAL CROSS— SECTION • • ••• • • • • ©•• • • • •:• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • •• •• • • • • ••• • ••• • Approved as eawplyiap with the Florida -t Date t. NO •y7d1 4%R Meal Dads DRAWING NO.: DC2005 SHEET 2 or 8 NOTES: ?z a e 41.4 i1 W SEE NOTE 1 SHT. 3 INACTIVE ASTRAGAL RETAINER BOLTS (2) TOTAL, (1) 9.0" L. x .312" DIA. @ TOP & (1) 9.0" L. x .312" DIA. ® BOTTOM ACTIVE 1 / ` ALUM. RETAINING SLIDE (3) 1.0" x 4.5" x 0.565" OHORIZONTAL CROSS SECTION 3 AT ASTRAGAL 1. SPACING FOR ITEM 18 #10 x 1" PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL 70 THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP; 1.0 ", 2.5 ", 4.0 ", 5.5 ", 13.0 ", 18.0" & 26.0 ". 2. SPACING FOR #8 x 1 1/2" PLASCREW ATTACHING THE 001. LITE FRAME IS AS FOLLOWS; TOP & BOTTOM; (2)SCREWS 3.0" IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN ON THE SIDES; 3.0 ", 13.0 ", 26.0 ", 39.0 ". 52.0" & 63.0 ". .3. WHEN ATTACHING THE STRIKE PLATE 7O THE JAMB AND BUCK USE #8 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELTTE JAMB AT THE MULLION USE #8 x 2° PFH WOOD SCREW. 4. SPACING FOR #8 x 2:5" PFH wuuu SCt{tW At JACKING tHE MULLIONS TOGETHER IS AS FOLLOWS; 6.0" FROM EACH VERTICAL CORNER WITH (5) MORE SCREWS EQUALLY SPACED, A TOTAL OF' (7) SCREWS PER EACH VERTICAL MULLION. 5. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM #11pp x Z" if FH • • W000 SCREW. WHEN ATTACHING THE HINGE TO•11FIE•JA14B )NL SWIELiTE•JAMB 111,T THE MULLION USE /%10 x 1 3/4" PFH W00D• **SCREW. • • • • • '• • • 6. THE SPACING FOR REM #35 THE #6 X 1 -1/ ".PANHME: 9C PPC4 IV THE• TRINTIY LITE FRAME IS AS FOLLOWS: FROM THE FOP L NN• E• SID66 • • • (9) AT 5.625 ", 14,5 ", 23.25 ", 32.0625 ", 41.0•',49.75 , 58.5625 ", 67.375 ", AND 76.3125 ". THE TOP AND BOTTOM FROM RIGHT TO LEFT (2) SCREWS AT 3.125° AND 6.875 ". • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • • �- •• • • • • ••• • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • • •• • • • •• • • • ••• • • 1.15" MIN. EMU. .15" MIN. COUNTERSINK 2 HORIZONTAL CROSS SECTION 3 HINGE JAMB TO BUCK .25" MAX. SHIM -{ 1.15 "MIN EMB. - .25" MAX. SHIM SEE NOTE 3 SHT. 3 a .15" MIN. COUNTERSINK HORIZONTAL CROSS SECTION 3 LATCH JAMB TO BUCK 1 0 0 >- m 0 fY to z 0 cc 0 N w Approved Balding mptringwith the Florida Date NOM Wont Usde Product 0 z v BUILDING CONSULTANTS. INC. 813.659.9197 DATE: 9/25/00 N.T.S. DWG. 6 DWC. SY1 TJH CHI. SY: RW DRAWING NO. DC2005 SHEET 3 OF 8 0 1.15" MIN. EMB. .15" MIN. COUNTERSINK SEE NOTE 4 SHT. 3 .15" MIN.. COUNTERSINK 1 HORIZONTAL CROSS SECTION 4 AT SIDELITE SEE NOTE 2 FOR ODL LITE OR 6 FOR TRINITY LITE ON SHT. 3 EXTERIOR I �1 • .25" MAX. SHIM THK. • • INTERIOR ••• • • • e • • •• • • •• • • • • • •• • • • • ••• • f O �Q' IZ GRAiA6S 6CTI41 • s • • 4 SIDELITE TO BUCK • • •• ••• • • • • -• • • • • • • • • • • • •• • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • • • ••• • • • • • • • • • • • • O. • • ••• • EXTERIOR gg o INTERIOR d • Q SEE NOTE 4 SHT. 3 .15" MIN. COUNTERSINK 0 4 2 HORIZONTAL CROSS SECTION HINGE TO BUCK to tCe A Approved as complying with the Date rding1. +.! NOA@ a - J41'AU Maud - P dart BUILDING CONSULTANTS, INC 813.659.9197 OATS 9/25/00 s<NLE: N.T.S. DWG. Bt: TJH cHK. Bv: RW DRAWING NO.: DC2005 SHEET 4 or 8 • • ••• • • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • SEE DETAIL "F" SHEET 5 Cc z cNo V, .. a5 6" 3" 3 3" 6" (3 SHEET�5 i0 6" I 3" --1 b -.4 — 3" f..- 6" 3" — - 6" -1 -,... ; 11 GE SHEET �i-- 6" - 1-- 3" 1 1 U . p Z = 0 N Z C7 = go R 0 `� ■ CII� :$ 96I iii J"r I SEE DETAIL J SHT � 6 E � O 5� - — . � 4I N J ...1 ^ x I �I-� `— TYP. 3" — - SEE DETAIL _ H SHEET 6 II TYP. o Q� I '• T ® I 7YP. ® ' '� � ® T1P. '� "3 " - - SMT 3 ©-- r 3" -0Typ1 - TYP. 7 n PART OR ASSEMBLY: ANCHORING LOCATIONS & DETAILS — 0 n 0, AQUE SrttL D 4 /0 SINGLE - Ni _ _—© M n M Co L _ O I TYR. 1 I � 11' 0 ®�-` I I 1 c 3" 1 6" 1~ 3" H —'I 1— 6" F 6" --i - F-- 3" 6" 3» 3 SEE DETAIL 4.5" -.— K SHT. 5 -- 3" 3 "-- — -- — 4.5" VS c) 2- I • • 1 • •; •• • ..' .. . DOUBLE DOOR ANCHORING LOCATIONS SINGLE DOOR W /SIDELITES ANCHORING LOCATIONS © N N D v O Q AMIrlaa 1, _.A�b, •• • • • • • =1� \N.F'', v " BUILDING CONSULTANTS, INC. 813.659.9797 • • • • • • • • • • • • • • • © • • op, um: 9/25/00 • © •• ••• •• • • • • • • •• DETAIL K SILL Approved MALE N.T.S. DETAIL F HEADER IMPERIAL ASTRAGAL DETAIL G HINGE' as campIytag wN6 tho Florida sat C 1)•• WI TJH IMPERIAL ASTRAGAL RETAINER BOLT 7NRESHOL TO JAMBS &DOOR RETAINER BOLT HEADER Ri • SEE NOTE 5 SH7. 3 STRIKE PLATE • • STRIKE RATE • • • • • • • • • • • • • • • • • • • • • • • • • • • • . � • • • • • • • • • • _ ••• ■ Dare, NOA• cwac �: RW Miami P�°� By DRAWING No.: DC2005 SHEET 5 Of 8 ••• • • • • ••• • • •t• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •* ••• •i• •• •• ••• • SEE DETAIL "F" SHEET 5 Z N co N. n CT) cy) I` Z 0 N S ���(�N pNOui -I = • T co V 0 tt 1• •, %F. ■ SEE DETAIL p • "' 3 "- r f- 6" 3" -91-- 3 .J G SHEET 5 36" F--3° } 6" --I r` 1 SEE DETAIL G SHEET 5 I 6° } 1 o-� • "i 1 -• ro o- —f - _ O - O 7 �� ��� -OO in in I I SEE DETAIL 6 n u� - 0 - I 4� %i1 CO NZ f1 • TYP. O - - l ■� r' :),)1 {- -5.5° SEE DETAIL - H SEET 6 SEEDETAIL r K SHT. 5 / �7 nm n PRODUCT: 0/S OPAQUE STEEL DOOR DOUBLE IS E TSL w/o E .ART OR ASSEMBLY: ANCHORING LOCATIONS & DETAILS r\ • • I.- } ,� n p1 6° t , _ O7 �i'$ ^� I-- I 0 —( Y^ 6" r iYP. i r 7YP. r O �-- _ Q Trn. II 3" ^1 h^a 3" .{ 4.5° 6° 3" 3° 3" 6 -"i f " -�i 3° Ir f— -^i —I ° .3 m 3 °— — SEE DETAIL —4.5" 41 u � Z O �KSH75 .. .�' ° H I . • DOUBLE D00R W /SIOELITES ANCHORING LOCATIONS SINGLE DOOR ANCHORING LOCATIONS 3SHT.3 _,,,, . Allif SEE NOTE NI ∎ NI o I[•]! C7� �j SEE NOTE 3 SHT3 O Z 7..:.:...:.:... II © . COL CONSULTANTS. 813.659.9797 NTS. INC INC • • • • ••• • • • • • • • • Approved n Complying with We �wi Midi Ae op NOAH Date5rodact - 1 ade 6y ..// O J • w 9/25/01 SC LE N.T.S. OPTIONAL DETAIL H STRIKE MG �Y: TJH CM ay: RW DETAIL J STRIKE PLATES TO IMPERIAL ASTRAGAL PLATES 70 JAMBS • • • • • • • • SEE NOTE 5 SHT. 4 • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • e . • -• •__ • • -• DRAWING N0 OC2005 s�Er 8 of 8 •• • •• • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • , e tn d 9 Lamas' fiLtZlitta...DECAL .1.42LIEMKEE12,SLASS ODL UTE FRAAdE .4. e P 1 I. 1/8" TEMPERED GLASS 1 n AK , 1 ' - 10 0 v- z cv cD ›.- • rs. d st cc Lo Z 0 al z. 6 ggg -.1 N• --- • 1-17.■ .. 1 /4" AIR SPACE r.. M 44, .1 1 1/8° TEMPERED GLASS lil ' ‘ \I 41 i ‘,.' CV 4\ 0 Alv...-4 1/2" GLASS UTE FRAMF / CD Co 0.5" GLASS SITE OOL grA SEE NOTE 2 Slit 3 HP POLYPROPYLDIE (17-IERMOFTL-P6-30FM0391) \`' i.,1 1.5623" 1.544" , 0 1 ip EL18 0 41_0 Pi k g cc., cu ..-. (4 2 V (54 ce 0 o Lamm —0_ Z7? ED $ r.o CS C-) ., / 14 , ■ ' GLAZING DF7All ii q i 1/2" GLASS LITE FRAME ' csi w) jk, 1 1/8" TEMPERED GLASS 112" INSUATED TEMPERED TRINITY .. ilt c4 GLASS TRINTIY UTE FRAME FA .11/11/1■11W AIR SPACE (LUPOY EU 500 7) 1/4" !: po' 1/8" TEMPERED GLASS BMW 1 0.5" GLASS 1065f SEE NOTE 1 1 Lq. BITE In is 1.544° g ) In d 0 0 .75" STEEL INTERCEPT @ rs. SPACER ■ 1 " . 1.4.14 n's .. " 8 —immz----,,,. GLASS UTE FRAME cs, TRINITY *ill Sr grfir 1/8" TEMPERED GLASS (LUPOY EU 5007) FIL '1111. : z GLAZING DFTAII • : .. . , -.1 • • I . • • WO ••• I:: • . • ... • • • • , [ mom. In' BUILDING CONSULTANTS. INC 813.659.9197 1" INSULATED TEMPERED GLAS S 014111111MM 7/2' AIR SPACE TRINITY LITE FRAME -.--- ii_ v , ,.... ..... • • • • . liqr ,, • • • • ..., HUS28 * • * • • • • • • 1/8" TEMPERED GLASS S SEE NOTE 6 SHT. 3 O • • DATE, 9/25/00 0.5' GLASS Approval as complying with the SCAIZ N.T.S. Florida Waits .. Date . . . ojr,.. DWG. al, TJH NO •ptesramilv Manila& Procloa C. - . ' ::.;..! ,p By .c.i .. „ ,:. _,L. CKK. BY: RW DRAMS NO.: DC2005 • ailTE • • • • • • • • • • • if (., • • • • • • • • • : • • • • • • • • • • • • a • • • • • a • • - - - . • • • . . • c‘ sHEEr 7 OF 8 0 0 0 • • • • 0 • 0 • • • • • • • • • • • • • • 00 0 • • • • • • • * • • • • • • •• • 0 • • • 111 0 •• • lb • • • 0 • • • • • • 2.375" --1 " 1.67" I I X ° �n° r. �� ASTRAGAL HAS P. 4.041 • (1) 9.0" L. x .312" DIA. n !`�� BOLT @ TOP & ' j } °7 °� �j Q 2 us = Zzz2 �� h _( - (1) 9.0 "L. x.312 "DIA. f BOLT @ BOTTOM I T I, �/ ,J/ T ip t'� .912" O OUTSWNG BUMPFACE THRESHOLD ^ ` �? IMP RIA STR4OA LOW PROFILE TOP RAIL & SIDE STILE W� EXTRUDED ALUMINUM .075" WALT 050" E7CIRUDED ALUMINUM o® M 0 a , 1.67" li � xi m 4 to U il O -'?� W O to — In Q,•. W • ' __ O 0 0 0 tV °03 O _._1 O a. Q 0 " ce m z n 5 LVL LATCH STILE --I I— .525" -- .097" COMPRESSION WEATHERSRTIP 4 x 4 STEEL DOOR HINGE at ig c Q \ N o Q � O 0 SCHLEGEL 0 —LON OM 650 CO 097" THK. STEEL 8Y HAGER .25" 1 1— a } 11.875" 4.5625" T DIA v4' *OK USED •• • o v 1 N ••• • • • • • •• H1.73" -f 14 fIF DOOR STEEL EDGE CAP. BOTTOM S Ns. BUILDING CONSULTANTS. INC 813.858.9197 • • • • • • • • 26 WOOD LOCK BLOCK. 1.71" THK, O • •• WOOD FRAME oaTE 9/25/00 •• ••• •• • ■ 0♦0 • • ■ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... — • • • • • • • Approval as complying akb the Balding Coda owc. cm TJH NOM s C!!1llY aac. or RW Mb mlDade lladoR�" UPAwadG nn.: DC2005 / SHEET 8 OF 8 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • MIAMaDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld - Wen 3250 Lakeport Blvd. Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the us The documentation submitted has been reviewed by Miami -Dade County Product Co by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and o the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami- Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dad have this product or material tested for quality assurance purposes. If this product the accepted manner, the manufacturer will incur the expense of such testing an revoke, modify, or suspend the use of such product or material within their jurisdicti to revoke this acceptance, if it is determined by Miami -Dade County Product Contro 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 including the High Velocity Hurricane Zone. DESCRIPTION. ries "6-8" Outswing" Glazed Steel Door — L.M.I. DADE COUNTY, FLORIDA ME O -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com e of construction materials. ntrol Division and accepted tier areas where allowed by ade County Product Control County) reserve the right to r material fails to perform in 1 the AHJ may immediately �n. BORA reserves the right Division that this product or e Florida Building Code, APPROVAL DOCUMENT: Drawing No. JW0509- 03-01, titled "Impact Glazed Steel Door Outswing 6' -8" Lip n "B" 04/08/06, signed and Approval stamp with ontroo Division. • • • • • • Lite , sheets 1 through 6, of 6 prepared by Jeld -Wen, Inc., dated 09/06/05 with revisi sealed by James J. Dobrowski, P. E., bearing the Miami -Dade County Product Contro Notice of Acceptance number and approval date by the Miami -Dade County Product MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name o. following statement: "Miami -Dade County Product Control Approved ", unless other RENEWAL of this NOA shall be considered after a renewal application has been fil change in the applicable building code negatively affecting the performance of this pr TERMINATION of this NOA will occur after the expiration date or if there has bee materials, use, and/or manufacture of the product or process. Misuse of this NOA as product, for sales, advertising or any other purposes shall automatically terminate this 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 Cou the expiration date may be displayed in advertising literature. If any portion of the N be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the man and shall be available for inspection at the job site at the request of the Building Offici This NOA consists of this page 1 and evidences page E -1 and E -2, as well as approval above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. s Exp* App • • • •• • ••• • • • logo, cii,•state and • ise note:Li:win. • • • • • d and Nora fias beentb• • duct. • • • • • • .. •• • •• • • • a revission or change in the i endoi)en1 n: of any. • • • NOA. Valium to comply • • • • • •• • ••• • • • ty, Florida, and followed by A is displayed, then it shall cturer or its distributors document mentioned NOA No 05- 1215.01 Lion Date: May 25, 2011 val Date: May 25, 2006 Page 1 • • • • • • • • • • • Jeld -Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings. 2. Drawing No "JW0509- 03 -01 ", titled "Impact Glazed Steel Lite ", sheets 1 through 6 of 6, prepared by Jeld -Wen , Inc., revision `B" on 04/08/06, signed and sealed by James J. Do B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202- 2) Uniform Static Air Pressure Test, Loadin per FBC, TAS 202 -94 3) Water Resistant Test, per .1113C, TAS 202 -:4 4) Large Missile Impact Test per FBC, TAS 01 -94 5) Cyclic Wind Pressure Loading per FBC, AS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, T - S 202 -94 Along with marked -up drawings and installation diagram of outswing steel door, prepared by National Certified Testing Laboratories, Test R-port No. NCTL 210- 3195-1 dated 9/28/05, signed and sealed by Gerard John Fe . a, P.E. C. CALCULATIONS: 1. Anchor Calculations and structural; analysis, prepared by Jed -Wen, Inc., dated 11/04/05, singed and sealed James J. Dobrowski , P. E. Complies with ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). 3oor Outswing 6' -8" Lip ated 09/06/05 with rrowski , P. E. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. Interlayer" dated 03/04/04, expiring on 03/04/09. 2. Test report No.J99006660 -001, dated 04 /08/99, for "Surface of Building Materials" per ASTM E84 -97A for the Dylite E issued by Intertek Testing Service NA Inc. 3. Test report No.J99006660 -001, dated 04 /08/99, for "Test M Properties of Plastics, Procedure B, Short Method" per AS Dylite Expandable Polystyrene, issued by Intertek Testing S 4. Test report No.ATI- 61782.01- 106 -31, dated 01/14/06, for "S for Tension Testing of Metallic Materials" per ASTM E8 -01 issued by Architectural Testing, Inc. 5. Notice of Acceptance No. 03- 0428.02 issued to ODL Inc. for Reflection Series Aluminum Glazed Lite Kit Assembly -Imp expiring on 07/28/10. E -1 •... • • • • • • •••• or "Clear or Colo ••, • • • .. • Burningbiaracterrsti� pandal4e Palystyrehb, • •••• • . • • . thod foi Igvi • • tion ' • D1929-91 Tor the• • • • • rvice ATA In. ••• • dare gest•Methbtrs . or Steel Door Skin, "ODL/Western t" dated 07/28/05, Jaime D. Gascon, P.E. Chief, Product Control Office NOA No 05- 1215.01 Expira "on Date: May 25,2011 App val Date: May 25, 2006 Jeld -Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement Letter of conformance and letter of "No financi interest" issued Jeld -Wen, dated 11/02/05, signed and sealed by Steve Saffell. 2. Statement Letter of conformance and letter of "No financi interest" issued by David Evans and Associates, Inc., dated 11/04/05, signed and seal by James Dobrowski, P.E. G. OTHER 1. Letter form the consultant, dated 03/24/06, stating that the product is in compliance with the Florida Building Code (FJ3C). E -2 • • • • • •• • • •••• • • •• • • • • •• •• • • • • • • • • • • •• • •••• • • •••• ••• • • • •• • •••• • • •••• •••• • • • •• • • •••• • • •••• ••• • Jaime D. Gascon, P.E. Chief Product Control Office NOA No 05- 1215.01 Expi + on Date: May 25, 2011 App r val Date: May 25, 2006 .4 JELDVENN Steel WOOD EDGE IMPACT GLAZED INSULATED STEEL DOOR 6-8 OUTSWING SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM ODL° INC. AND ENDURA PRODUCTS INC. GENERAL NOTES 1. THIS PRODUCT DESIGNED TO MEET THE FLORIDA BUILDING CODE A'CLUDING WW2: E WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3 PRODUCTANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENTTOBASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRFRAHRERA7TNG SEE TABLE L PAGE 1. a THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONE (HVHZI • a PRODUCT DOES NOT REQUIRE SHUTTERS RESIDENTIAL INSULATED STEEL DOOR (Common to ad frame conddions) DOOR LEAF CONSTRUCTION: Face sheets: 24 GA (0.021 "min)1MGkness. Galvanized Neel A-525 commercial quality AKDO perASTM 620 with average minimum yield sbengthFy(ave)=30627psL Core Design: Expended polystyrene with 1.0 to 1251bs density, byJeld•Won Inc. Panel ConshuctOn. The active and Inactive panels we constructed from 24 GA (0. 021 " min) galvanized steeL The taco sheets at top and bottom are bent 80° over the top and bottom rails. The top rail measures 1.0'142h x 1.688' wide. The steel bottom rail measures 121' high x 1. 666• wide. The sides of he lace sheets are roll formed Into the latch and hinge stiles which measure 1.00' high x 1.888' wide. The interior oavfy Is (Bed with expanded polystyrene. The face sheets are glued to the expanded polystyrene. The panels are cut out fort he two-p'ece ODL Aluminum Jke 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 -T6 alloy, manufactured by Endure. Frame Constructlon: The frames are constructed of tinger)ointed pine Jambs measuring 4- 9/16'x 1.1/4 ". The head Jambs are mortised and butt joined to the slde jambs, and attached with three (3) 169A 7/16'crownx2'long staples on each side. The threshhold Is attached to the side jambs with three (3) 16GA 7/16 " crown x 2' long staples on each side. The unfts use an Inswing adjustable threshold. Glazing: ODL Insulated lite is 1" overall thickness, consisting of one (l) pane of 0.125" tempered glass; 0.5' air space; two (2) panes of 0.125' annealed with .090" PVB Ihterlayerby Saluda. All Res are sandwiched glazed Into the panels. 37 1/2" MAX. -. FRAME WIDTH t f 74° MAX. OVERALL FRAME WIDTH 36 1/2° MAX. -- PANEL WIDTH W /ASTRAGAL 4=t,/ 21 1/8° MAX( D.L.O. INACTIVE O3 0 0 ?7,63-0e. 21 1 /8° MAX. D.L0. ACTIVE SINGLE OUTSWING UNIT ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE ci • REF ASTRAGAL BOLT ITEM # 12 DOUBLE OUTSWING UNIT co O 0 1 z 0 VI •• ••• • • die TABLE OF CONTENTS • • • • • • • • SHEET# DESCRIPTION • POSITIVE • • 1 TYPICAL ELEVATIONS NEGATIV, • • • 2 VERTICAL CROSS SECTION & BILL OF MATERIAL $ HORIZONTAL CROSS SECTIONS 4 ANCHORING LOCATIONS • • • 5 MISCELLANEOUS DETAILS • • • ! 0 • UNIT COMPONENTS • • • • • • • • • • ••• • • • • •• • • • •/ • • • i • • 1 • • DESIGN PRESSURE RATING fyLE jPROTATTION APPROVED FOR USE WHERE M8 REQUITER POSITIVE +00.0 PSF NEGATIV, • • • 40.0 PSF • • =.D • • • • • •• • ••• • 0 ma Z DATE: 9-06-05 SCALE: NTS oW0. ern JPR OHN. BY DRAWING NO.: JW0509 -03 -01 SHEET 1 Or 6 ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • • • • • • • • Oj VF.RTiC�G CtZQ�S +Sk't;19'IQf✓ • • 2 (4iela # Foll.h4566 SILO • NOTES: 1. FOR ANCHOR SPACING SEE SHEET 4 OF 6 2. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16" ELCO TAPCON (NOA #02- 0503.07) 0 O am 5 z 0 m 8 z 0 rr w O 0 DATA 9 -06-05 scut: NTS DWG. BY: JPR GM SY: DRAWING Ems JW0509 -03 -02 SHEET 2 or 6 ••• • • • • • • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • 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" PHILLIPS FLATHEAD WOOD SCREW STEEL 5 #8 x 2 1/2" PHILLIPS FLATHEAD WOOD SCREW STEEL 6 #10 •X 1 1/2" PHILLIPS FLATHEAD WOOD SCREW STEEL 7 #8 x 3" PHILLIPS FLATHEAD WOOD SCREW STEEL 8 #8X1" PHILLIPS PAN HEAD W000 SCREW STEEL 9 COMPRESSION WEATHERSTRIP (Q -LON QDS -650) 11 OUTSWING BUMP THRESHOLD (ENDURA) ALUMINUM 12 ASTRAGAL THROW BOLT, STEEL ROD, 5/16 x 18" STEEL 13 ASTRAGAL BOLT STRIKE PLATE LOCATED ON HEAD JAMB STEEL 14 16 Go. 7/16" CROWN x 2° LONG STAPLES STEEL 15 KWIKSET TITAN SERIES LOCK SERIES 400 16 KWIKSET TITAN SERIES DEADBOLT SERIES 780 17 ENDURA ULTIMATE HURRICANE ASTRAGAL ALUMINUM 18 ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL STEEL 19 2x WOOD BUCK WOOD 20 SHIMS FOR 1/4" MAX THICKNESS WOOD 21 DOW 995 SILICONE SEALANT SILICONE 22 1" IMPACT IC ASSEMBLY NOA #03- 0428 -02 GLASS 23 1/8" TEMPERED GLASS GLASS 24 3/8" LAMINATED ANNEALED GLASS GLASS 25 LOCK BLOCK (WOOD X 12" LC) WOOD 26 TOP RAIL (FINGERJOINTED PINE) PINE 27 BOTTOM RAIL (25GA MIN GALVANIZED STEEL) STEEL 28 EXPANDED POLYSTYRENE (1.0 TO 1.2516s DENSIJY BY JELD -WEN) FOAM 29 STEEL DOOR PANEL SKIN MATERIAL (24GA GALVANIZED) A -525 COMMERCIAL QUALITY 0.021" MIN. THICK.) STEEL GALVANIZED 30 WI. LITE FRAME (ALUM 606.3 T5) ALUMINUM 31 HINGE SIDE STILE (FINGER JOINTED LVL) PINE 32 LATCH SIDE STILE (FINGER JOINTED LVL) LVL 33 #8 x 2" PHILLIPS FLATHEAD WOOD SCREW STEEL NOTES: 1. FOR ANCHOR SPACING SEE SHEET 4 OF 6 2. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16" ELCO TAPCON (NOA #02- 0503.07) 0 O am 5 z 0 m 8 z 0 rr w O 0 DATA 9 -06-05 scut: NTS DWG. BY: JPR GM SY: DRAWING Ems JW0509 -03 -02 SHEET 2 or 6 ••• • • • • • • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • SEE NOTE #3 & 4 3/4' MIN. EMB. 1/4' MAX. SHIM 1/4' MAX SHIM 1 /8'MIN I CTRSINK e9°411/1."-*14. SEE NOTE #3 & 4 ILIMER2R EXTERIOR HORIZONTAL CROSS SECTION AT LATCH JAMB TO BUCK, TYP. \ HORIZONTAL CIOSS SECTION • 1/4.1f AT ENDURA" ASTRAAGAL• •• ••• • • • • • ••• •• • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • •.• • • • • • • • ••• • ® HORIZONTAL CROSS SECTION AT HINGE JAMB TO BUCK, TYP. NOTES: 1. ASTAGAL FASTENER SPACING DETAIL F, PAGE #5. (TOTAL OF 14 SCREWS). 2. LATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. BOTH PLATES REQURE #8 X 3" PHILLIPS ELATE HEAD WOOD SCREWS. 3. FOR ANCHOR SPACING SEE SHEET 4 OF 6 4. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16" ELCO TAPCON (NOA #02- 0503.07) co 0 a. fA 6 1- HORIZONTAL CR m to O 3 O z " +!"6X44,-1 B DAM 9 -06 -05 SCALE: NTS DWC. BY: JPR DUCHY: DRAWING NO.: JV0509 -03 -03 sum 3 of 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • SEE NOTE 1 .J. (-In AW 14 41 VI H SEE DETAIL A SHEET 5 —16 b C so SEE NOTE 1 SINGLE DOOR ANCHORING LOCATIONS SEE DETAIL B SHEET 5 12.4 -- 12.4 6 --1 -- -- 12.4 Y- 0407-4, e -P6 12.4 I-- SEE NOTE 1 12.4 SEE DETAIL D SHEET 5 CO sr 6 --- 12.4 12.4 h- -- --{ 12.4 12.4 12.4 74 •• ••• • NOTES: • • •• • • • • • • • • • • • • • • • :1'13 I:E4D :APBS •& SILLS ARE JOINED TO THE SIDE JAMBS •• ••• •• USING• (5)•16 Ga. 7/16" CROWN x 2" LONG STAPLES. • TYPICAL JOINING OF SIDE JAMB TO HEAD JAMB OR Set ••• • • • • • • • • • • • • •. • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • SEE NOTE 1 DOUBLE DOOR ANCHORING LOCATIONS SEE DETAIL E SHEET 5 U 0 al i 0 ANCHORING LQCATWINS 0 0 N z 0 ce ce O d z DATE: 9 -06 -05 SCALE: NTS DWG. er. JPR aoc er. CRAMS NO.: JM0509 -03 -04 SHEET 4 of 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 9/16" DETAIL C STRIKE PLATES TO JAMB 0 \-J DETAIL A HINGE MOUNTING DETAIL tri 1!!Ile '4' • • • • • • ••• •• • • ASTRAGAL DETAIL Fastener Spacing .•« •• &nduro Asoeg.•11 x 1" PPH WS • A�-•— ••••• • :: TYPICAL ASTRAGAL •.• •0• ••• • • �f °m DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD /MASONRY x 7 -3/8" DEEP DETAIL B DRILL 3/8" ASTRAGAL RETAINER 80LT HOLE THRU THRESHOLD /MASONRY x 1 -3/8" DEEP DETAIL E TYPICAL ASTRAGAL STRIKE PLATE 1/2 x 1/4 ALUM SPACER 904461) i41060ki. -fB-ob 1/6" TEMPERED GLASS 0.090" PVB INTERLAYER BY SOLUTIA 3/4" GLASS BITE 1/8" ANNEALED GLAZING DETAIL INSULATED GLASS UNIT 2 PART OR ASSEMBLY: MISCELLANEOUS DETAIL 0 U co In O V1 rr w 0 Z By DATE 9 -06 -05 SCALE NTS EM. BY: JAR Dix. sr: MENG NO. JV0509 -03 -05 %IEET or Fj ••• • • • • ••• • • • • • • • • • • • • • ••• • • 0 • • • • • • 0 • • • • •• 00 • • • • • • •• •• • ••• • • O 1 1 _ i 7 — 1.82" 1.25" �¢r %�g•Ob 4• .__. 26 1.21' J U 1 ll 32 1 3 —. i -7 p p p p . , N 1.688" i T n BL N ^ I „ STILES AND RAILS TOP RAIL (Ff STILE PINE) ) JELD -WEN, INC. 31725 HIGHWAY 97 N. CHILOQUIN, OR. 97624 PH. 1- 800 -535 -3936 4— .089” BUTT (Min) HINGE 4.563 -I , QUTSNRNG THRESHOLD ( ENDURA) / ENDURA ULTIMATE HURRICANE ASTRAGAL. PART/%F084566AA, 6063 -T6 ALUMINUM 4 x 4 x 12 GA STEEL 6063 -T6 ALUMINUM D1.688 .021 .021 " 1.646" -- -- N O 0 25' 1 3/4T.- PRODUCT: IMPACT GLAZED STEEL DOOR OUTSVING 6' -8' LIP LITE PART OR ASSEMBLY: UNIT COMPONENTS 30 3.125' JUL. ..v,, ;_, ,�j� N I4.563" f 324" —►I --► — - f- —.1 1" i LOCK BLOCK (12" LG) .125" BOTTOM RAIL, z � I �l . 188 �� 1-*— got. L TE FRAME STEEL, 25GA MIN GALVANIZED n WOOD JAMB W000 ALUMINUM 6063 T5 .- FINGERJOINTED PINE 2.5" 0 �. 9 3 ---- 18 2.5" ---•I 19/32 iENERAL REVISIONS iENERAL REVISIONS REVISIONS 0 0 N COMPRESSION WEATHERSTRIP ASTRAGAL BOLT HEAD STRIKE ASTRAGAL SILL STRIKE PLATE •• • ••• • • • • • •• • • • • . •• ••• •• • • • •• u0 npino dr •Mt�o Brie05 K9- It NQs's�F>Yi' mrom e.� '" �I�"° ` DOE: 9 -06 -05 18" -I • AST GAL •BO`T : •• • • • N SCALE: NTS owc er: -PR • • M A7ER ' `EEL f?0D} • • • • 1,NC Y L W H MATt• • M ••• • •• • ••• • ax. er DRAW; NO4 JW0509 -03 -06 s ?, � �� sxmT 6 or 6 ••• • • • • ••• • • 4 • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •