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WS-07-1861Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: N, ►P -60332 Permit Num. 6. 8-07 -' 1 fit. Inspection Date: 10/09/2007 Inspector: Grande, Claudio Owner: BAPPERT, JANET Job Address: 1002 98 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 Parcel Number 1132050180300 Lot: Phone: 770/433 -8211 uilding Department Comments REPLACE 2 DOORS 769 CI 1 Cj "S11 Passed Inspector Comments my Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, October 4, 2007 Page 1 of 2 BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305 795.2204 Fax: (305) 756.8972 ccomi Permit No. Master Permit No. Permit Type (circle): din Electrical Plumbing Owner's Name (Fee Simple Titleholder) 1 13 Phone # , Owner's Address /00 a A/4: f9 City State -- Zip 33 /3 Tenant/Lessee Name Phone # MO/EnVin At AN 3 1 1j6 BY: Wa)-)mice l Mechanical Roofing Job Address (where the work is being done) /a ev 44 99'g City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name Contra tor's Address 5-9/7 - /l%ic% ft f //��2_ City ��1 State \sC_..- Zip 33 073 Qualifier ®m ( t° C,. -T-�, Zip 33137 4/561- .Sr-t0 -2203 Phone # V— 5—g ‘r--- 0 334 State Certificate or Registration No. C i; i 5 1s l ®c Certificate of Competency No. Architect/Engineer's Name (if applicable) o 91.1) r e'4_ 58 Phone # S Value of Work For this Permit 11 50 0 Type of Work: ['Addition ['Alteration Describe Work: o f iALe.. 2_ D . r 5 � -35` -0660 Square Footage Of Work: 3 S epair/Replace ❑ Demolition ****************************Few**** ��^^ Permit Fee $ ,2. 7 CCF $ i. 2C) Training/Education Fee $ t UC) Technology Fee $ Radon $ Submittal Fee $ Notary $ S•cC) Scanning $ `st • uV Code Enforcement $ * * * * * * * * * * * * * * * * * * * * * ** Zoning CO /CC. 3 W Bond $ Structural P Total Fee Now Due $ '51.3. '�- CD SEP 1 3 2001 (Continued on opposite side) C_ 3\ (J, MIAMI SHORES VILLAGE 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 AJ!I IDAVIT: 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 tin 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 Ag=nt 9g The foregoing instrument was acknowledged before me this G,7 day of ad-y , 200' , by Of 4-rttg a 3 who is personally known to me or who has produced f:�1 lr J Lar q As identification and who did take NOTARY PURL Sign: Print: Contractor The foregoing instrument was acknowledged before me this SO day of , 2O bybOYYLAANILL tAACTUbtift0 who is personally known to me or who has produced as identification and who did take an oath. K. EODER Print: ( i41ycomm XonExams 1 16, 200.4 My Commission Expires: �,P�� �; Commission ; DD 372122 My Commission F Bonded By Nflhonal NotaryAssn. * * * * * * * * * * * * * ** * * **** * ** qtr***************************** * * * * * * * * ** * *** * **** *>tiaY�r>E* # c*i c,r* APPLICATION APPROVED BY: the 05113103 ***** * * * * * * * * * * * * * * * * * * * * * * *- * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 9 Plans Examiner Engineer Zoning 05/17/2007 - 1:47pm Kat F: \03 Elements 110 Loading111 Calculators\ASCE 7 -02\ FLB - ASCE 7-02 Pressure Charts (0- 60).dwg T. 2004 FLORIDA BUILDING CODE & ASCE 7 -02 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PS - Zone 4 C 15 20 Trib 'So Ft) ' • 3s a 7` s4 25 30 35 0 -15 ft -50.4 +48.5 -49.2 +45.2 -48.3 +44.4 - 47.6 +43.7 -47.1 +43.1 -54.8 -53.8 . °∎ 16 ft -51.1 +47.1 - 49.8 +45,9 - 49.0 +45.0 - 48.3 +44.3 -47.7 +43.7 +43.1 tt +42.3 18 ft -52.4 +48.3 - 51.1 +47.0 -50.2 +48.1 -49.5 +45.4 -48.9 +44.8 - 57.5 +44.3 - 56.3 +43.7 - - 54.6 +42.9 20 ft -532 +42.2 +48.1 +47.1 +46 4 +45.8 . -57.8 +44.8 -56.8 +44.3 Li�ii•1'd•:I -54.5 +43.2 +49 0 +48.1 +4754 +48.8 -602 -59.0 - 58.1 -57.2 - 24 ft 55.6 +61.3 -54.3 +49.9 - 53.3 +49.0 -52.6 +482 -52.0 +47.6 -51.5 +47.1 -51.0 +48.7 -50.8 +46.3 -50.3 +45.9 26 ft -56.6 +52.2 -552 +60.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -61,5 +47.1 -51.1 +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 +482 -523 +47.8 51.9 +47.4 30 ft -58.3 +53.8 -56.9 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -527 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 58.7 +52.0 55.9 +51.3 -562 +50.6 -54.7 +50.1 -542 +49.6 -53.8 +49.2 -53.4 +48.8 34 ft -59.9 +552 -68.4 +53.7 -57.4 + 52.7 -56.6 +51.9 - 55.9 +61.3 -55.4 +50.7 -64.9 +602 - 54.6 +49.8 -54.1 +49.4 36 ft -60.6 +55.9 -69.1 +54.4 58.1 +53.3 -57.3 +52.6 58.6 +51.9 56.1 +51.3 - 55.6 +648 55.1 +50.4 -54.8 +50.0 38 ft -61.3 +56.5 -59.8 +55.0 -58.7 +54.0 - 67.9 +53.1 -57.3 +62.6 -56.7 +51.9 -56.2 +51.4 -55.8 +51.0 55.4 +50.6 40 ft -62.0 +57.1 -60.5 +65.6 -59.4 +54.5 - 58.6 +53.7 57.9 +53.0 • a .1 .6 42 ft -62.6' +57.7 -61.1 +56.2 - 60.0 +55.1 -59.2 +54.3 -58.5 +53.6 = l - 44 ft -632 +58.3 -61.7 +56.7 -60.8 +55.7 -59.7 +54.8 -59.1 +54.1 } 48 R -63.8 +58.8 -62.3 +57.3 512 +582 50.3 +55.3 -59.6 +54.6 -69.8 +53.3 -68. +52.5 r , 48 ft -64.4 +59.4 -82.8 +57.8 -61.7 +56.7 50.8 +55.8 -60.1 +55.1 .- -88.9 +53.1 -87.6 +62.5 50 ft -64.9 +59.9 -63.4 +58.3 -62.2 +57.2 -61.4 +58.3 -60.7 +55,8 -73.5 -71.3 -69.7 • 52 It -65.5 +60.4 -63.9 +58.8 -62.8 +57.8 -61.9 +58.8 -812 +58.1 -80.6 +55.4 -60.0 +54.9 -69.8 +54.6 -592 +54.0 54 ft -68.0 +80.8 - 64.4 + 592 -63.3 +58.1 -62.4 +572 -61.7 +58.5 51.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 ft -68.5 +61.3 -64.9 +59.7 -63.7 +58.5 -62.9 +57.7 -62.1 +58.9 -61.5 +68.3 -61.0 +55.8 -80.5 +55.3 -80.1 +54.9 60 ft - 67.5 +822 -65.8 +80.8 - 84.7 +59.4 -83.8 +58.6 -63.0 +57.8 524 +57.1 -61.9 +58.6 -61.4 +58.1 -61.0 +55.7 1 EXTERIOR ZONE 5 PRESSURES Mean eight DESIGN PRESSURES (PSF) • Zone 5 10 15 20 Tributary Area 'So Ft) 40 45 50 25 30 35 0 -15 ft -62.2 -69.8 -58.0 •56.7 -55.6 -54.8 -53.8 -53.1 -52.5 +46.5 +452 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 0 ft 6 ft -63.1 +47.1 50.8 +45.9 - 58.8 +45.0 - 57.5 +44.3 - 56.3 +43.7 -55.4 +43.3 - 54.6 +42.9 -53.9 +42.5 -532 +42.2 18 ft 54.6 +48.3 -62.1 +47.0 -60.3 +48.1 - 58.9 +45.4 -57.8 +44.8 -56.8 +44.3 - 55.9 +43.9 -55.2 +43.8 -54.5 +43.2 -66.1 -83.5 -61.6 -602 -59.0 - 58.1 -57.2 -56.4 55.8 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 22 ft -67.4 +50.4 -64.8 +49.0 -62.9 +48.1 - 61.4 +47.4 -60.2 +48.8 -59.2 +48.3 -58.4 +45.8 - 57.8 +45.4 58.9 +45.1 24 ft -68.7 +51.3 -66.0 +49.9 -64.1 +49.0 -62.6 +482 -61.4 +47.8 -60.3 .1 -59.4 +48.7 58.7 +46.3 -58.0 +45.9 28 ft -69.8 -67.1 - 85.1 -83 .. .r 4 _ is '•I^ -59.c -58.9 +522 +50.8 +49.8 +4. +46.7 28 ft -70.9 -68.2 -66.2 c • c ''- a a.6 -59.9 +53.0 +51.6 +50.8 = _ 7.8 +47.4 30 ft -72.0 +53.8 592 +52.3 -87.1 +51.3 • a • y :1.5 €s . 50.7 +48.1 32 ft -73.0 +54.5 -70.1 +53.1 - 68.1 +52.0 -66. +51.3 .. +50.6 .1 .6 rt • ,3 +49.2 51.6 +48.8 -73.9 -71.0 -68.9 , i 4 34 ft +552 +53.7 +52.7 } 49 9 ^4 38 ft -74.8 +55.9 -71.9 +54.4 -69.8 +53.3 -68. +52.5 .; .° ;r +51.9 -..1... ^ 4 +51.3 y 9 +50.8 :6 +50.4 -63.1 +50.0 38 ft -75.7 +58.5 -72.7 +55.0 -70.6 +54.0 -88.9 +53.1 -87.6 +62.5 -88.5 +51.9 - 65.6 +51.4 - 84.6 +51.0 -63.8 +50.6 -78.5 -73.5 -71.3 -69.7 -68.3 572 - 682 -65.3 -64.5 ft +57.1 +55.6 +54.5 +53.7 +53.0 +526 +62.0 +51.5 +51.1 42 ft -77 ^3 +57.7 -742 +58.2 -72.1 +55.1 - 70.4 +54.3 -69.0 +53.8 57.9 +53.0 -66.9 +52.5 -66.0 +52.1 -65.2 +51.7 44 ft -78.0 +58.3 -76.0 +58.7 -728 +553 -71.1 +64.8 - 89.7 +54.1 58.5 +53.5 -67.5 +53.0 - 68.6 +52.6 -85.8 +522 46 ft -78.8 +58.8 -75.7 +67.3 -73.6 + 562 -71.8 +55.3 -70.4 +54.6 -69.2 +54.0 -68.2 +53.6 -67.3 +53.1 -86.5 +52.7 -79.5 -76.3 -74.1 -72.4 -71.0 -69.8 -68.8 -67.9 57.1 +59.4 +57.8 +56.7 +65.8 +55.1 +54.5 +54.0 +53.6 +53.1 (: -802 -77.0 - 74.8 -73.0 -71.6 -70.4 59.4 -68.5 -67.6 ft +59.9 +58.3 +57.2 +58.3 +55,6 +55.0 +54.5 +54.0 +53.6 52 ft -80.8 -77.8 -75.4 -73.6 -72.2 - 71.0 -89.9 -69.0 582 +80.4 +68.8 +57.8 +56.8 +56.1 +55.4 +54.9 +54.5 +64.0 54 ft -81.5 +60.8 -78.3 + 592 -76.0 +58.1 -742 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 - 69.6 +54.9 -68.7 +54.5 55 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58,5 74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 - 70.1 +55.3 -69.3 +54.9 - 83.3 -80.0 -77.7 -75.9 4 4 2,- r a 1. 1 -70.3 60 ft +622 +60.6 +594 +68 5 (W $ + i fl+ +8 +5�1 ) +55 ^7 I z U) REMARKS INR ISSUE DRWN CL CHKD FLB DATE 04/19/06 1W9 DOUO®lTaTHEPROPERTY OF FROM La3PMAPEAO &IAl1 NOME REPROOLCIED IN MOLE CR PART11TICUTWILITEI COGENT OF FROM L SMARM PE'ALTFRAncea,AOORTONl l901¢ImRO10 ORO HER WOGS TO THIS COMM:WARE NC/HEMMED AND PNA IDAIE OURCERTFUOICK IM®IIO= WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEFINED AS THE 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. 7. CALCULATE THE SPAN LEN 1 MRH= O -60'[ BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd EPI4TTHE 'WORST CASE' PRESSURES. 'WORST CASE' IS -ANY- .KNOWN VARIABLE AS DESCRIBED BELOW. WITH THESE TABLES. LE VALUES ARE UNDER - DESIGNED BY A LOCAL MUNICIPALITY PRIOR TO TABLE USE. GS LESS THAN 60' ROOF HEIGHT. UCTIONS FOR ROOF SLOPES LESS THAN 10° SPECIFIC CONDITION. F HEIGHT. IF THE MEAN ROOF HEIGHT OOF EIGHT. O NEXT TABLE VALUE OR TO A CONSERVATIVE IN QUESTION (HEIGHT * WIDTH) OR EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD / 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 I FcSER 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 NEGATNE 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 APPLIC ABILITY 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 • ND ST (WIND VELOCITY) g TEGORY A (GENERAL RESIDE T • h• .. re L ON) USING FI ANCE FACTOR I=1.0. THESE TAB °- FACILITIES g BLY OCTy►13WIy1ri.S. TOPOGRAPHIC FA R -'� a � b N USE GAILY. THESE TABLES NOT VALID TOR HILLY TERRAIN. I a °r a �• wl`s (IGCpll + / -0.18)j CLOSED BUILDING'ONLY. VERIFY USE OF Kd- ;" & • •R LOCAL BU�I�I�INS,DEPARTMENT PIVHZ = HIGH VELOCITY « l = • • LLS AND %7 ERTItAL SURFFCL3CIQLT. 5. ADHERE TO A RDINANCES • • • 6. NO CERTIFICA e • ° • F THE HOST STRUCTURE,• • • • • • 7. EXCEPT AS EXPRESSL A IN+ P REIN, NC)ArDDIITIONAL CERBIFICASIONS OD • AFFIRMATIONS ARE INTENDED. • • • • • a= 10% OF WHICHEVER IS SM DIMENSION OR 3FT (1" a`' +' "� 0 ' E AN ENGINEER FOR A MORE SPECIFIC INTERPRETAT;O1V I PE UIRED. a a • • • • • • OF H+GHT ••• • •• A • WALL ZONE FIGURES 1� ILDING CODE `1 7- 0 z_MRH o -r60 '`'J • ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OR AUTH 09888 A FRANK L BENNARDO, P.E., INC. INNOVATION { - 1 • NN, N 6:1 1 ''' N. cDc CO Cil CO N cm ` m n it t9 P W Crl D v Ii m I 9? I m 0o c c r tb c w c c m4 r m x -I - - - -� m --- •---rti — — • i�•s6 • •j• a ••••.• •• • • • • • • • • • • •0_4 — _J •.•-• • • • • • • •..- -• ---. ••p• • rr-- —;— •• •• • • •ai•ii •— • • • • • • —a- • • • • • • . • ! • • •••R. _ •- -- • !• • ' ••• • • •• • I [ i • • • • D -o i7 m 31L1 L • i = MIA M IDAI BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA} • • •• •• • • • • • • • • • ••• • • • • ••• • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• MIAMI DADE COUNTY, FLORIDA • • • • • TRO- ApE GLER BUILDING • • • • • •' • '140'WES'i FL'AGL$lt•S"1 BEET, SUITE 1603 '•• ••• ••• ••• M14841;FLORIDA33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• Jeld -Wen, Inc. 31725 Highway 97 North Chiloquin. OR 97624 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: • • • • • • • •• • • • • • ••• •• APPROVAL DOCUMENT: Drawing No. DC2005, titled "O /S Opaque Steel Door Double & Sin: a nits 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 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 # 00- 1003.03 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02- 1211.12 Expiration Date: Apr1114, 2008 Approval Date: January 16, 2003 Page 1 Jeld -Wen, Inc. • • ••• • • • ••• •• .. • • • •• •. • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • •• •• • • • • • • • • ••• • •• • NOTICE OF ACCEPTANCE: ETIDI E SU$MITT$D; ;' (For File ONLY. Not part of NOA) "' A. DRAWINGS ••• • • • •• ••• •• • 1. Manufacturer's die drawings and sections. .. • • 2. Drawing No. DC2005, titled "O /S Opaque•Ste Door Double8c 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, Loading 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 Certified Testing Laboratories, Test Report No. CTLA456W, dated October 19, 1999, signed and sealed by Ramesh Patel, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with marked -up drawings and installation diagram of residential insulated steel sidelites, prepared by Certified Testing Laboratories, Test Report No. CTLA 961W, dated October 23, 2002, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Calculations, dated October 2, 1999, with addendum dated March 20, 2000, prepared, signed and sealed by Mark Fetherman, P.E. Submitted under NOA No. 99- 1122.01 2. Anchor calculations for fixed lite mounting hardware loads dated 12/02/02, prepared, signed and sealed by Lyndon F. Schmidt, P.E. E -1 )fatIALe‘:) uel ` er z, P.E. Product Contro xaminer NOA No 02- 1211.12 Expiration Date: April 14, 2008 Approval Date: January 16, 2003 Jeld -Wen, Inc. • • •.• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • •• .• • • • • .••• ••• • •• • NOTICE OF ACCEPTANCE: E • II F:N CE 3M• I T D • • (For File ONLY. Not part of NOA) • "' • • D. MATERIAL CERTINHCATIONS •• • • • •• "' • •• • 1. Tensile Test prepared by Certified Testing Lab4 444 Tat report No. CTLA456W, dated September 30, 1999, for stdel saniples,.tested per ASTM E8- 93a, signed and sealed by signed and sealed by Ramesh Patel, P.E. 2. Test Report No. ITS- J99006660 -001, prepared by Intertek Testing Services NA, Inc., issued to Jeld -Wen Research and Development, dated April 8, 1999, for samples of foam, tested per ASTM E 84-94 "Standard Test Methods for Surface Burning Characteristics of Building Materials" and ASTM D 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 Glass International for "Trinity Lite Frame" dated 07/03/02, expiring on 07/03/07. 4. Tensile Test prepared by Certified Testing Laboratories, Test. Report No. CTLA 107811, dated October 24, 2002, for lite frame material samples, tested for straight pull out, signed and sealed by signed and sealed by Ramesh Patel, P.E. E. STATEMENTS 1. Statement letter of product name change, dated 12/4/02, signed by Steve Strawn. 2. Statement letter of lite frame revision, dated 12/22/02, signed 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. Schmidt, P.E. 4. Statement letter of no financial interest, dated October 10, 2002, signed and sealed by Steve Frey. 5. Statement letter naming Rick Wright as the contact person, dated October 10, 2002, signed by Steve Frey. F. OTHER 1. Notice of Acceptance No. 00- 1003.03 issued to Jeld -Wen, Inc., for their Series "Doorcraft® Steel" Outswing Opaque W/E Residential Insulated Steel Door w /Sidelites - Impact, approved on 01/11/01 and expiring on 04/14/03. E -2 an . e P.E. Product Co + of E r ++ + er NOA No + 2- 1211.12 Expiration Date: April 14, 2008 Approval Date: January 16, 2003 JELD -WEN® Steel WOOD EDGE OPAQUE INSULATED STEEL DOOR OUTSWING 6-8 UNITS W /AND W /OUT SIDELITES GENERAL NOTES 1. THIS PRODUCT I5 DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY 70 TRANSFER THE WADS TO THE 57RUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DIGS SYSTEM REQUIRES WWDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE FOR THE SIDEUTES ONLY. 5. DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS: -SEE DESIGN PRESSURE RATING TABLE SLEET ONE. 6. SIDELITES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 7. THIS SYSTEM MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONES'. SEE NOTE BELOW DESIGNED PRESSURE CHART. RESIDENTIAL, INSULATED Sit DOQR (Common to all frame conditions) poor Leof Construction: Face sheets: 24 ga. (0.020' minimum thickness, Galvanized steel A -525 commercial quality AM) A per ASTM 620 with yield strength Fy(min .)24,600 psi. Core design: Expanded polystyrene with 1.0 to 1.25 lbs. density. ,Cons ruction; Steel face sheets glued to expanded polystyrene (EPS), with wood rails and laminated Veneerd lumber stiles and a wood lock block reinforcement. Frame cost Von* The head jams and side jaml ;s are mortised u and joined using three 7/�8" x 2 wire staples. TABLE OF CONTENTS SHEET # DESCRIPTION 1 COMMON (GENERAL NOTES, TYPICAL ELEVATION) 2 VERTICAL CROSS SECTIONS & BILL OF MATERIALS 3 HOIZONTAL CROSS SECTIONS 4 HOIZONTAL CROSS SECTIONS 5 ANCHORING LOCATIONS & DETAILS 6 ANCHORING LOCATIONS & DETAILS 7 GLAZING DETAILS 8 COMPONENTS 74.5° MAX. OVERALL WIDTH --{ I El El ITLI v v y v v 0 v DOUBLE DOOR ELEVATION 37.5° MAX. OVERALL WIDTH ED--vED El SINGLE DOOR ELEVATIONEL�A710N SINGLE DOOR W /STDELITES ELEVATION 68.5" MAX. OVERALL WIDTH 105.25° MAX. OVERALL WIDTH REQUIR MATER S NEEDED r6 ° -8' =79.75' MAX. DOOR PANEL HEIGHT 1 / o L. co acv u.v n r O ii- -. - •••• % c7 rjp v p 6 " -8" = 79.75" MAX. D !° V d y .o G b v 0 SINGLE DOOR W /STDELITES ELEVATION • • • DOUBLE DOOR WJSIDELITES ELEVATION • • • 6 PANEL, DOOR SHOWN FOR CLARITY OF VIEW (VIEWED INTERIOR) • • • DESIGN PRESSURE RATING j / /// 105.25° MAX. OVERALL WIDTH REQUIR MATER S NEEDED r6 ° -8' =79.75' MAX. DOOR PANEL HEIGHT + 53.0 PSF / o L. - 57.0 PSF ii- -. - •••• % 4 =� .• a. —1 ci i •a°, xg n i •.�p M tc �•r I•• �L•co el .o Cr v 0 v — v 0• • • p ..;=, 0 . 0 T.7 G'� c., 1 0 • • • • •I • • • DOUBLE DOOR WJSIDELITES ELEVATION • • • 6 PANEL, DOOR SHOWN FOR CLARITY OF VIEW (VIEWED INTERIOR) • • • DESIGN PRESSURE RATING j / /// ON REQUIR MATER S NEEDED POSITIVE + 53.0 PSF NEGATIVE _ - 57.0 PSF ••• ••• • • ••• • • • • • ••• • t••• • •••• ••• Approved as cem plying MU* the WY _e• ZIFFNia • __ Date NOM Mimi Dads • 13 oZ� W W 1400 cro 175o°1 g a / W V1. ••• YY uCING CONSULT 813.659.918 • im 9/25/00 SGALEa N.T.S. DWG. BY TJH aec. er. RW CRANING NO.: DC2005 atw 1 OF 8 • • • • • • • • • U 75° MAX. PANEL HEIGHT .020" MIN. SKIN O -J ro 1.75° MAX. PANEL THK. N� EXTERIOR • ff .5" MIN. GLASS THK. .020" MIN. SKIN THK. cd N � w OVERTICAL CROSS— SECTION 2 (1) C� 22 VERTICAL CROSS — SECTION 2 Item DESCRIPTION Material 1 HINGE JAMB (1 1/4" x 4 1 12 ") WOOD 2 HEAD JAMB (1 1/4" x 4 1 2") WOOD 2A SIDELITE BLANK JAMB 1 1 4 x 4 9 16" 3 4 x 4 BUTT HINGE 12GA. .097 MIN STEEL 4 9 x 1" P. FH. WOOD SCREW (HINGE TO FRAME) STEEL 5 8 x 2 1/2" PHILLIPS FLATHEAD WOOD SCREW STEEL 6 10 X 2" P. FH. WOOD SCREW (HINGE TO BUCK) STEEL 7 1/4" TAPCON STEEL 8 BUMPER THRESHOLD (I 1/4 "x4 5/8 "x5/8 ") ALUMINUM 9 COMPRESSION WEATHERSTRIP Q —LON QDS -650 10 EXTRUDED ASTRAGAL (IMPERIAL #ANH) ALUMINUM 11 #9 x 1" PHILLIPS FLATHEAD WOOD SCREW STEEL 12 FACE SHEET 24GA. (.020" MIN. GALVANIZED) STEEL 13 TOP RAIL (1.67" x 1.042 ") WOOD 14 DOOR PANEL BOTTOM RAIL (1.73 x 1.21 "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 #8 x 1/2" L. TYPE "AB" PANHEAD SMS SILLL 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. 23 2x WOOD BUCK WOOD 24 EXPANDED POLYSTYRENE, DYLITE (1.0 TO 1.25 LB) 25 1/4" MAX. SHIMS WOOD 26 WOOD LOCK REINFORCEMENT WOOD 27 LITE FRAME ODL 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 (LITE FRAME) STEEL • • 31 LITE FRAME BY TRINITY FOR 1/2" GLASS • 32 1/2" INSULATED TEMP. GLASS BY TRINIT: • • • • • 33 LITE FRAME BY TRINITY FOR 1" GLASS • • • • • 34 1 " INSULATED TEMP. GLASS BY TRINITY • 35 LITE FRAME SCREW #6 X 1 1/2" PANH •4.7, • • • 36 SILICONE CAULK (CR LAWRENCE 33C) SILICONE 37 GLAZING COMPOUND SILICONE. •LATEX • 38 CAULK •••• • •••• • • •• •• • • • • • • • • • • •• • •• •• • ti CC • co N OS 0) Q Cc • o Fel z zco O w2z -� c" Ua 2 • • • • • • • •• •• • • • • •••• • • •••• ••• • • • Approved as eomplylap a•R4 OW Florida ag Ord NOA0 Moll Dada Product i,. 4eUILDINO •NSULT•Milt M1• 813.699.9197 Dm 9/25/00 SCALE: N.T.S. W• . er: TJH CNN. Err: RW DRAWING NO.: DC2005 SHEET 2 or $ INAC m © i-, TI NOTES: 1 G . 411P41 SE NOTE 1 SHT. 3 ASTRAGAL RETAINER BOLTS (2) TOTAL, (1) 9.0" L. x .312 " DIA ® TOP &(1) 9.0" L. x .312" DIA. BOTTOM ALUM. RETAINING SLIDE (3) 1.0" x 4.5" x 0.565" 1 HORIZONTAL CROSS SECTION 3 AT ASTRAGAL 1. SPACING FOR ITEM 18 #10 x 1" PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL. TO 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 ODL UTE 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 TO THE JAMB AND BUCK USE #8 x 2 1 /2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND =ELITE JAMB AT THE MULLION USE #8 x 2" PFH WOOD SCREW. 4. SPACING FOR #8 x 2.5" PFH WOOD SCREW ATTACHING 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 #10 x 2" PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE #10 x 1 3/4" PFH WOOD SCREW. 6. THE SPACING FOR ITEM #35 THE #6 X 1 -1/2" PANHEAD SCREW SPACING IN THE TRINTIY LITE FRAME IS AS FOLLOWS: FROM THE TOP DOWN ON THE SIDES (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. EMB. 0 '! .15" MIN. 111 COUNTERSINK rediH""‘""1 WA.'" 2D HORIZONTAL CROSS SECTION �3j HINGE JAMB TO BUCK --].25" MAX. SHIM 1.15 "MIN EMB. 2 W 0 W 0 0 r m --.25" MAX. SHIM SEE NOTE 3 SHT. 3 EXTERIOR • • • • • •• • •••• • ••1•• •• •••• • • •••• •• • • • • •• • • • • I •• •• • • • • • ••1 • • Q rn •4 •• • O ••• Zx•••• z4: • o Y• • o 0. • • •• • • • 1 •••• ••• • • • .15" MIN. COUNTERSINK HORIZONTAL CROSS SECTION 3 LATCH JAMB TO BUCK DAM 9/25/00 N.T.S. DWG. BY: TJH OW BY: RW DRAWING NO.: DC2005 seer 3 OF 8 77)/ y/ - IL ALUM. RETAINING SLIDE (3) 1.0" x 4.5" x 0.565" 1 HORIZONTAL CROSS SECTION 3 AT ASTRAGAL 1. SPACING FOR ITEM 18 #10 x 1" PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL. TO 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 ODL UTE 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 TO THE JAMB AND BUCK USE #8 x 2 1 /2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND =ELITE JAMB AT THE MULLION USE #8 x 2" PFH WOOD SCREW. 4. SPACING FOR #8 x 2.5" PFH WOOD SCREW ATTACHING 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 #10 x 2" PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE #10 x 1 3/4" PFH WOOD SCREW. 6. THE SPACING FOR ITEM #35 THE #6 X 1 -1/2" PANHEAD SCREW SPACING IN THE TRINTIY LITE FRAME IS AS FOLLOWS: FROM THE TOP DOWN ON THE SIDES (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. EMB. 0 '! .15" MIN. 111 COUNTERSINK rediH""‘""1 WA.'" 2D HORIZONTAL CROSS SECTION �3j HINGE JAMB TO BUCK --].25" MAX. SHIM 1.15 "MIN EMB. 2 W 0 W 0 0 r m --.25" MAX. SHIM SEE NOTE 3 SHT. 3 EXTERIOR • • • • • •• • •••• • ••1•• •• •••• • • •••• •• • • • • •• • • • • I •• •• • • • • • ••1 • • Q rn •4 •• • O ••• Zx•••• z4: • o Y• • o 0. • • •• • • • 1 •••• ••• • • • .15" MIN. COUNTERSINK HORIZONTAL CROSS SECTION 3 LATCH JAMB TO BUCK DAM 9/25/00 N.T.S. DWG. BY: TJH OW BY: RW DRAWING NO.: DC2005 seer 3 OF 8 1110016. annviv nni, i.;•uinn1 .15° MIN. COUNTERSINK 1.15" MIN. EMB. .15" MIN. COUNTERSINK co pill d SEE NOTE 4 SHT. 3 1 HORIZONTAL CROSS SECTION 4 AT SIDELJTE SEE NOTE 2 FOR ODL LITE OR 6 FOR TRINITY LITE ON SHT. 3 tOR .25" MAX. SHIM THK. OHORIZONTAL CROSS SECTION 4 SIDELITE TO BUCK EXTERIOR g 0 NY O N CC N CO N. mm Ci¢lYo Z ° N LU off$ • 0, • Q. a Cnn ay =0 EC cc 0 • • • • •..• . ••• • • • M • •• • •• • •t• /� • • • 4 • •••• • 3 :� �•w a • • • . che • * •vo •c.•b. • • tq • • • ^ z• • • •••• -ter. • • • • •••• • • • •• • INTERIOR SEE NOTE 4 SHT. 3 .15" MIN. COUNTERSINK 2 HORIZONTAL CROSS SECTION HINGE TO BUCK ••• • • ✓ �' ',BUILDING CONSUL7224Sf ff ! 813•85.9197 • • DATE: 9/25/00 Approved as complying with the BClV.E Florida Balding' Data NOM Miami Prodaa .. awn NO.: N.T.S. DM`G. Br. TJH Br: RW DC2005 SHEET 4 OF SEE DETAIL "F" SHEET 5 .9 -- 3" — 3° 6 "'I h II II 0 SEE DETAIL G SHEET 5 } n In - 6" TYP. 3" -- 3" — 0 I TYP 3" 6" I- 3 SEE DETAIL K SHT. 5 DOUBLE DOOR ANCHORING LOCATIONS DETAIL HEADER IMPERIAL ASTRAGAL RETASTRIKE BOLT 2 DETAIL K SILT, IMPERIAL ASTRAGAL RETAINER BOLT THRESHOLD STRIKE PLATE 0- -- 3° 3" H6"1.11.4 f. 6" 1 II I- 6° `--1 I.—.3° O I ffl 3" --I 6" 6" --I 3" 3" 4.5° -- -�-i I--3° SEE DETAIL G SHEET 5 1 —4.5° • • • • • •• • SINGLE DOOR W /SIDELITES ANCHORING LOCATIONS DETAIL G ZIINGE TO JAMBS & DOOR SEE NOTE 5 SHT. 3 • ) 5- •••• • •• • • • •• • • •••• • • • • • • • •••• •• •• • • • • •• •• • • • • • • • •••• • • • • •••• • • • •• • ••• • • c • • • •2►••• • 'BUILDING CONSULT'".• �4j 813.698.9197 Approved as complying with the Date Florida Bidding Co NOM' Miami Dade Product DATE: 9/25/00 N.T.S. D WC. er: TJH aac. Ft* RW DRAWING No.: DC2005 ssEEr 5 aF 6 o- I II ®- 1! 01 TYP. 3" ui L - SEE NOTE I 5 SHT. 3 Z 3 "—I 1-- 3 "--•- 4.5--- SEE DETAIL "F" SHEET 5 1-�36 - ly 3. SEE DETAIL H SHEET 6 — n SEE DETAIL to K SHT. 5 O 7 O.1 ( 1 TYP. 3" E — I— 3° F 3" --6° 3" 3 �,3" 6 °— 1-3" 3" — 4.5" SEE DETAIL �� K SHT. 5 • P DOUBLE DOOR W /SIDELTTES ANCHORING LOCATIONS N$ NAL DETAI H STRIK PLATES TO IMPERIAL ASTRAGAL SEE DETAIL G SHEET 5 DETAIL J STRIKE PLATES TO JAMBS SEE NOTE 5 SHT. 4 SEE NOTE 3 SHT. 3 SEE NOTE 3 SNT. 3 6 "-1 r- 1 O I 1- TYP. TYP. TYP. —I 07 ,TYP. ,— 6° —I I— 6° SINGLE DOOR ANCHORING LOCATIONS SEE DETAIL G SHEET 5 CC Ov Z N a d z O cv z_ VID 0 N �l )U4 0 yNJ ce ce •••• • • • • •••• • • • •• • •• • • • • •• • • • •••• • • • • • • • •••• •• •• • • • • • •• •• • U j • � IfR`r • • A 0 • �Q •0• o• ••• ew• • • • • • • •••• • • • •••• • • • •• • ••• • • •BUIIDINO CONSUL % t' 813.699.9197 DATE: 9/25/01 SCALE: N.T.S. DWG. BY: TJH WK. Br. RW 011/AWING NO.: DC2005 %Err 6 ov 8 GLAZING DETAIL. 1/2" ji_e_tudeEsmsdAas ODL LITE FRAME zg nd EXTEBl0R ^ a 1/8" TEMPERED GLASS 1/4° AIR SPACE 1/8" TEMPERED GLASS .E OR ^a GLAZING DFTAII _I/2" INSUATED TEMPERED GLASS TRINITY LUTE FRAME DEBTOR 0.5" GLASS BITE SEE NOTE 2 SHT. 3 w .EXTERIOR ^ a GLAZING DFTAII 1" INSULATED TEMPERED GLASS TRINITY LITE FRAME INTERIOR 0.5° GLASS BITE SEE NOTE 6 SHT. 3 1/8° TEMPERED GLASS 1/4" AIR SPACE 1/8" TEMPERED GLASS 75" STEEL INTERCEPT SPACER 0.5" GLASS BITE SEE NOTE 6 SHT. 3 1/8" TEMPERED GLASS 1/2" AR SPACE 1/8° TEMPERED GLASS 1/2" GLASS LITE FRAME ODL HP POLYPROPYLENE (THERMOFIL- P6- 30FM0391) 1/2" GLASS LITE FRAME TRINITY (LUPOY EU 5007) 1° GLASS LITE FRAME TRINITY (LUPOY EU 5007) 0 1.544° • • • • • •• • •••• • S a own m tO o CC �y� 0 3 °S zW c� 0 U 0 •••• • • •••• •• • • • • •• • • I•• • • • � • • • • • ••• • • 4:1 N • • • • • • • . •• • • • •.• ••• • • we •••I • •••• • • •.•• ••• • • • a •BUII.DINC CONSUI-764% Lpg 813.699.9197 OATF: 9/25/00 Scat . N.T.S. OM. BY: TJH o *L sr: RW ORAWINC NO.: DC2005 O war 7 or 8 2.375" ---I ASTRAGAL HAS CO i �:' (1) 9.0" L. x 312° DIA. BOLT (- TOP & BOL9.0" !A T CAD BOTTOM .312" D .912" 10 IMPERIAL ASTRAGAL EXTRUDED ALUMINUM 075" WAI L IM1` — .525" 0" 1- COMPRESSION COMPRESSION WEA���R11P SCHLEGEL Q —LON Q05 65Q 11.875" r .f L 26 WOOD LOCK BLOCK. 1.71' THK, DIA. VARIES W /LOCK USED L r 4.041" O OUTSW NG BUMPFACE THRESHOLD LOW PROFILE .050" EXTRUDED ALUMINUM T 1 4— 3 O 4 x 4 STEEL DOOR HINGE .097" THK. STEEL BY HAGER 4.5625" ro WOOD FRAME ®® 0 TOP RAIL & SIDE STILE 1.67° SA LVL LATCH STILE • • •••• • • • •• • •• • • • • 25* • • • • • •••• •I • •••• • • • • • • •••i• °,_•• •• • • s • 14 113" • • •••• • • • •••• DOOR STEEL E! EJ L4i BOTTOM • • • • • Florida m� C� with the Date NOM Miami Dade Protect CC O 'et ZN CO N. rn 0) Z?�ON • Z2 aet Lu mO4 0 BUILDING CONSUL rs. 813.649.9197 Dare: 9/25/00 SWIM NTS owG. Br: TJH cHK. BY RW DMMNG NO.: DC2005 $WET 8 of 8 Broward County Property Appraiser's Network • • .•• • • • ••• •• •• • • • •• •• • • • • • • • • • • • IMPORTA T: ••• • i • If you re Ioikir • tg p�rdra�e thissrsI rty, the tax amount shown may have no relationship t$3 the tuxes you will pay. Please use our Tax Estimator to determine a more likely estimate otyour nasal amount. • • • • • • • • • • • • • • If you ewm this pro eiiy and wantio linori how the proposed Suhrtxhr, tion Netal4awy aff8c,11ot please use our Super Exemption Calculator •• • • • •. ••• •• Page 1 of 1 • Click here to display your 2007 TRIM Notice. Site Address 5431 NW 76 PLACE , UNINCORPORATED Property er KING,G A JR & JANICE L Mailing Address 5431 NW 76TH PL POMPANO BEACH FL 33073 -3585 ID # 4742 31 02 0280 Miliage 0012 Use 01 Legal Description 'HILLSBORO PINES SEC A 42 -22 B LOT 20 BLK 7 Pro Assessment Values Year Building Land Value AG Total Tax Current $134,950 $83,500 $218,450 2006 $98,150 $77,200 $175,350 $1,670.02 2005 $94,060 $67,740 $161,800 $1,703.11 Save Our Home Value Exemptions Type Widow(er)'sNeteran's/Disability Homestead Non - Exempt $80,740 $25,000 $55,740 Sales History Land Calculations Date Type Price Page Price Factor Type 11/1/1976 W $42,500 6801 649 $1,650 81.79 FF 7/1/1970 W $2,500 Adj. Bldg. S.F. 1525 Eff. Year Built 1972 Special Assessments Fire Garbage Light Drainage Improvement Safe 01 1 CM R CM 1 Please Note: Assessed values shown are NOT certified values and are subject to change before final certification for ad valorem tax purposes. http : / /www.bcpa.net/Reclnfo.asp ?URLFolio= 474231020280 8/24/2007