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WS-07-2492Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/07/2008 Inspector: Grande, Claudio Owner: BOCKNER, DAVID Job Address: 1199 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: THE HOME DEPOT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132050180010 Lot: Phone: 770/433 -8211 Building Department Comments REPLACE FRONT DOOR i JAN 0 8 2602 1 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, January 4, 2008 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 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Owner's Address ` 1 9 9 City` "24fl., eholder) MO.-9.,)E-:, 0 c,-) ',_ rte-"! ;, j OE ! Permit No. W50 C 49 Master Permit No. Electrical Plumbing Mechanical t.e3d Phone # Roofmg Tenant/Lessee Name Zip 33 /3 Phone # Job Address (where the work is being done) Q City Miami Shores Village County Miami -Dade Zip 3a /32. O Is Building Historically Designated YES NO !/9?41Eg9 Contractor's Company Name /k. r Phone # 9-&-Y-5-e6 ®c33' Contractor's Address cS..W '% /1/ /�' City State se— Zip S 7 3 Qualifier D nityl l (� ( aeLo State Certificate or Registration No. C 5D6 Cfi3ertificate of Competency No. Architect/Engineer's Name (if applicable) J. q ;At er Eye r �S s Phone # 55 y 3 5 LJ — 044,0 $ Value of Work For this Permit t4-9 Type of Work: ['Addition ['Alteration Describe Work: rQ C.Z. L1 Square Footage Of Work: 1 1 ci Repair,/Replace ❑ Demolition Submittal Fee $ Permit Fee $ 1 /0 CCF $ V (PO CO /CC. Notary $ rr� Training/Education Fee $ 0 'o20 Technology Fee $ a i Scanning $ C "�r -� � Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ )i .SS (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip N/i4 Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip d/A, 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 wee -- Ins. —od10 the verson_ 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 cj ged Signature �� Owner or.Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by , day of. , 200—) by b1M i r i Gk. (41 c-v ( 60-t who is personally known to me or who has produced 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 Pu L _ NOTARY PUB IC Sign: /LL'L't;C.� �.1/ / �' Sign: Print: j %+ it IF Print: nfs Ste ck_ My Commission Expires NO ' Y PUBUC•SIATE OF FLORIDA My Commis Commission # DD413483 Expires: MAY 13, 2009 Bonded Thrn Atlantic Bondi C.o., Inc. ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * *** * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 * K. FO©ERA ASNotary Public 6*,,oa: Commission # DD 372122 Bonded B yNationalNotaryAssn Plans Examiner Engineer Zoning * 05/22/2007 - 10:19am jaciynr F: \03 Elements \10 Loading \11 Calculators\ASCE 7- 02\_FLB - ASCE 7 -02 Pressure Charts (0- 80).dwg 2004 FLORIDA BUILDING CODE & ASCE 7 -02 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (P8F) - Zone 4 10 _ 20 Tributary Area Sq Ft1 45 50 25 30 25 30 35 e 0 -15 -50.4 -492 ' - 48.3 - 47.6 - 47.1 -46.8 -48 2 451! -45.5 +44.4 +46.5 +452, +44.4 +43.7 +43.1 +42,7 '+23 +4144 +41 6 16 ft -51.1 +47.1 t,: +45.9 - 49.0 +45.0 -48.3 +44.3 - 47.7 +43.7 -47,3 +43,3 = +42,8. 442:5' 442,2` 18 ft -52.4 - 51.1 - 502 - 49.5 - 48.9 -48.4 -48.0 = '+47.77_ ' -47.3 -55.9 +48.3 +47,0 +46,1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2. 20 ft -53.5 -52.2 -51.3 -50.6 -50,0 +-435 -491 - 48.7 °; -48.4 -55.8 +49.4 +48.1 +47.1 +46,4 +45.8 +45,3 +44.0 +44,5: +44.2 22 ft -54.6 -53.3 -52.4 - 51.6 - 61.0 -50.6 - 50.1 -49.7 ' -49.4 58.7 +50.4 +49.0 +48.1 +47,4 +46,8 +46.3 +45,8 +45.4 +45.1 24 ft -65.6 -54.3 -53.3 -52.8 -52.0 - 51.5 - 51.0 -50.6 -50.3 - 65.1 +49.8 +51.3 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +46.3 +45,9 26 ft - 58.8 +522 -552 +50.8 -54.2 +49.8 -53.6 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47,5 -51.5 +47.1 -51.1 +46.7 25 ft -57.5 +53.0 -56.1 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +492 -53.2 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 +53.8 - 56.9 +52,3 -55.9 +51.3 - 55.1 +50.6 - 64.5 +49,9 - 53.9 +49.4 - 53.6 +48.9 - 53.1 +48.5 -52.7 +48.1 32 ft - 59.1 +54.5 - 57.7 +53,1 -56.7 +52.0 -55.9 +51.3 -55.2 +50,6 - 54.7 +50,1 -542 +49.6 - 53.8 +492 -53.4 +48.8 34 ft -59.9 +56,2 -58.4 +53,7 -57.4 +52,7 - 56.6 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +502 -54.5 +49.8 -54.1 +49,4 36 ft -60.6 +55,9 - 59.1 +54,4 -58.1 +53,3 -57.3 +52,5 -56.6 +51.9 - 56.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 +58.5 -59.8 +55.0 -58.7 +54,0 - 57.9 +53.1 -57.3 +52,5 -56.7 +51.9 -58.2 +51.4 -55.8 +51.0 -55.4 +50.8 40 ft -62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -58.4 -56.0 +53.3 +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +62.0 +51.6 +51.1 42 ft -62.6 -61.1 -60.0 -59.2 -58.5 -57.9 4 -57.0 56.8 -67.2 +57.7 +562 +55.1 +54.3 +53.6 +53.0` +526 1' :+51.7 44 ft -632 +58,3 -61.7 +56.7 -60.6 +55.7 -59.7 +54.8 -59.1 +54.1 - 586 = +53.5 -58.0 1 +53.9 -87.9 +62.8; -571 48 ft -63.8 -62.3 -61.2 -80.3 -59.6 55.0 -56.6 -58.1 < -87.'7' +51.7 +58,8 +57.3 +56.2 +55,3 +54.6 +54.0 +53.6 +53.1 +62,7 48 ft -84.4 +59,4 -62.8 +57,8 -61.7 +58.7 -60.8 +55.8 50.1 +55,1 5%6 +5415 -59.0 +54.0 - 58.6 +46 -58,2 453.1 >: 50 ft -84.9 +59.9 -63.4 +58.3 -622 +572 -61.4 +58.3 -80.7 +56.6 -60,1 +55.0 - 59.5,. +54.5 - 59,1; +54.0 "58,7. +536" 52 ft -65,5 - 83.9 -62.8 - 61.9 -612 -80.6 -60.0 -59.6 -592 +56.7 +80.4 +58.8 +57.6 +56,8 +58.1 +55.4 +54,9 +54.5 +54.0 54 ft -66.0 -64.4 -63.3 4' - 1'. i 414 - �d.'S• -�0.1� - ;9',$• +55.0 +60.8 +59,2 +58.1 1672 +56.9 +5991 445.46 444.9a 444,5 58 ft -68.5 +61,3 - 64.9 +59.7 - 83.7 +58.5 -62% -'464.7 - et 46696 Its: +5(43i 11.0•: +598 -tc 445,36 -Bff1• 4449 60 ft - 87.5 +62.2 - 85.8 +80.6 - 84.7 +59.4 -83.8 +58.5 - 63.0 +57.8 - 62.4 +57.1 - 61.9 +58.8 -81.4 +56.1 -61.0 +55,7 • • • ••• m m z U! • : • • / IF•T ISNU • • • ••• g• ••• • EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -62.2 -59.8 - 58.0 - 58.7 -55.8 - 54.6 - 53.8 - 53.1 -52.5 +48,5 +45.2 +44.4 +43,7 +43.1 +42.7 +42.3 +41.9 +41.8 16 ft -63.1 -80.6 -58.8 - 57.5 - 56.3 -55.4 - 54.6 -53.9 -53.2 +47.1 +45.9 +45.0 +44,3 +43.7 +43,3 +42.9 +42.5 +42.2 18 it 54.6 -62.1 -80.3 - 58.9 - 57.8 - 58.8 -55.9 -55.2 -54.5 +48,3 +47.0 +46.1 +45.4 +44.8 +44.3 +43,9 +43.6 +43.2 20 ft - 86.1 -63.5 - 61.6 -60,2 -59.0 -58.1 -572 - 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 - 81.4 -60.2 +47.4 +46.8 -592 +46.3 -58.4 +45.8 -57.6 +45.4 -58.9 +45.1 24 ft 58.7 -66.0 -64.1 -62.6 - 81.4 -60.3 - 59.4 -58.7 -58.0 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46,3 +45.9 26 ft - 89.8 +52,2 - 87.1 +50.8 - 65.1 +49.8 -63.6 • -62.4 +49,1 ;+48.4 -814 +476 -60.4 +,47.6 - 59.6 447,1 -58.9 +48.7 28 ft -70.9 -68.2 -66.2 -84.8; -63.4 "623, -$14 -80.6 -59.9 +53.0 +51.6 +50.6 +49.8 +492 +48.7 +482' `+47.8 +47.4 30 ft -72.0 -892 - 87.1 -606 -84,3 ' -88.2 -62, i. -81.6 -60.7 +53.8 +52.3 +51.3 +506, +49,$ +49;4 ; +48,9' *45:5 +48.1 ft -73.0 -70.1 -68.1 -66.5 -852; 641 -63.1 -62.3 -81.6 +54.5 +53.1 +52.0 +51.3 +50.6 +50,1 +49.6 +492 +48.8 34 ft -73,9 -71.0 -68.9 - 67.3 -66.0, -64.9 " °-84,0 -63.1 -82.4 +552 +53,7 +527 +51.9 +51.3 +50,7 +592 +49,8 +49.4 38 ft -74.8 -71.9 -69.8 -68.1 " -66.5 -65.7 , -64,7 -63.9 -63.1 +55,9 +64.4 +53.3 +62,5 +51.9 +51.3 +50,8 +50.4 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54,0 -68.9 -67.6 +53.1 +52.5 - 88.5 +51.9 -65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -78.5 -73.5 - 71.3 -69.7 -68.3 -67.2 -66.2 -65.3 -64.5 +57.1 +55.6 +54.5 +53.7 +53,0 +52.5 +510 +51.5 +51.1 42 ft -77.3 -742 -72.1 -70.4 -89.0 -67.9 - 66.9 -66.0 -65.2 +57,7 +582 +55.1 +54.3 +53.8 +53.0 +52.5 +52.1 +51.7 44 ft -78.0 +58.3 -75.0 +56,7 -72.8 +55.7 - 71.1 - 69.7 +54.8 +54.1 -68.5 +53,5 -67.5 +53.0 -68.6 +52.6 -65.8 +52.2 46 ft -78,8 -75.7 -73.5 -71.8 - 70.4 592 -68.2 - 87.3 -86.5 +58.8 +57,3 + 562 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 -79.5 -76.3 -74.1 -72.4 -71.0 -69.8 -68.8 -67.9 -67.1 48 ft ; +59.4 +57.8 +56.7 +55.8 +55.1 +54,5 +54.0 +53,6 +53.1 50 ft -802 -77.0 -74.8 -73.0 -71.6 -70.4 - 69.4 -68.5 -67.6 +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 -73.8 -72.2 -71.0 -89.9 -69.0 -88.2 +60.4 +58.8 +57.6 +56.8 +56,1 +55,4 +54,9 +54.5 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -742 -72.8 +57.2 +56.5 -71.6 +55.9 - 70.5 +55.4 -69.8 +54.9 -88.7 +54.5 56 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 -73.3 +57,7 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -89.3 +54.9 80 ft - 83.3 +82,2 -80.0 +80.6 -77.7 +59.4 -75.9 -74.4 +58,5 +57.8 -732 +57.1 -72.1 +56,6 -71.1 +56.1 -70.3 435.7 ••• ••• DMA' L`HKCP• DATE EL • FLB • 04/19/06 WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO,DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL COND1ONS RELVIR FOR USE WITH THESE TABLES, 2. FOR SITUATIONMATKEQUIRE lfd .1rt3 ABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY KdIIEQUj ,M6P S W OCALJ4 ALITY PRIOR TO TABLE USE. 3. USE OF TABLES YAth ONLY FOR r■ +IN6 SS,TTHAN 8 F HEIGHT. 4. TABLES VALID FOR AtL..ROOF O S OTZ R60 OPES LESS THAN 10° SHALL BE PERFORMS BY AN SP C CO N. 5. IDENTIFY THE 8UIWINt2 f4EAN` - ¢ ;,''QF Ei�i. I�MEAN ROOF HEIGHT CANNOT BE IDENIFIED,`USE =T$ P 6. ALWAYS ROUND UP ROOF HEI ° °•TO NEXT TAB •' A CONSERVATIVE ASSUMPTION. r _=, 11 1 - 7. CALCULATE *ij_ BUTARY AREA THE'` (ITNG IN U ! (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MLILITF W " T NEED NOT BE LESS THAN ONE -THIRD THE$PAN LENGTH 017 c, - - U E-THE AKEA EEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS B ;'; - UCTURAL MU. -. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFI -$' MOST CRITI S SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN -6E ER' LE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE F L'4kCESPUBLISH E. 8. IDENTIFY THE ZONE OF THE OPEENI 1 _ OR ( ONE EE ERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY 0 1� Y Q ONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) Z 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. & CO$D.1ERC ALCONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABUS NOT FOR uSE rH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR te.44 4-F tLA"'TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRE; O COEj FICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kdm0.66.(16RECTIO 8I47Y FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY FFURRICANEZONE. TABLES :A .E FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL I OCAL IMPACT Oti,SYSTEM ORDINANCES. 6. NO CERTIFICATION ISSIFF RED FOWTHE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVtS HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEASTWORRIZONTAL' DIMENSION OR' (0*Id OF: MRH, WHICHEVER IS SMALLER, BUT` NO''TI,ES$$131AT9 0: OF LEAST HORIZONTAL DIMENSION OR 3FT (1.m). USE ZONE 51FAT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 0-I ® I- 1 ELEVATION WALL ZONE FIGURES 00MRIDA BUILDING CODE r-ASCE 7 -02, MRH = 0 - 60 FT DESIGN LOADS FOR e"1 COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT 1% EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9886 A FRANK L BENNARDO, P.E., INC. INNOVATION to e � 96 rI 00% •• • r•.•• • • • • •• • • • • • •• • • • • • • • • • • • • • • • �[. • ••• • •.. •.. • • • • • • • s • • • • y • • . • q -, • • • •A • • s• it y V � '2453 3 414 30 lb ZO (X LtO 4 `1 ZO. 39-A95 S 1 Z( }S VN 4,0 ill ►_ge t - '` _ -rte cpcm -t- ••• • • • • • • • ••• ••• • • •ter..• • • • • • • • • • • • •• •• •• •• • • • • • LOOZITT /tI b8ZZE6Z98L VN3N83H 13INva A m M t A M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. 31725 Highway 97 North Chiloquln. 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: eries'Veld -Wen® Steel" W/E Ontswing Opaque Insulated Steel Door w & w/o Sidelite APPROVAL DOCUMENT: 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 #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,1®rid3, and followed by .' the expiration date may be displayed in advertising literature. If any portion of the NOA■s d layed,:thea'i shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactae,jits disiribnkors 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 aiapr®v$1 docnimc$t mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • • • • • • • .... • • • .... • • • .. • ••• • .. NOA No 02- 121112 Expiration Date: April 14, 2008 Approval Date: January 16, 2003 Page 1 • • • .' • • • • • Je Id-Wen Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (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, 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 • • • • • • • •• • •• • • • • • • • •• • • • • •••• • • •••• • • • • • • • • • • • • •• • • • me ' er •P .t. Product ton NOA No 02- 1211.12 Expiration Date: April 14, 2008 Approval Date: January 16, 2003 • • • • • Jeld-Wen Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (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, 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 • l .t. Product to , of E Wad NOA No 12- 1211.t2 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 /OUTSIDELITES GENERAL NOTES 1. THIS PRODUCT 15 DESIGNED TO COMPLY WMTH THE FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER THE LOADS i0 THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS USTED AND SPACED AS SHOWN ON DETAIL& ANCHOR EMBEDMENT TO BASE MATERIAL SHAD. BE BEYOND WALL DRESSING 01? STUCCO. 4. THIS SYSTEM REQUIRES WIND8ORNE DEHRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILD1VG CODE FOR THE SIDEUTES ONLY. 5. DESIGNED PRESSURE RATING SWILL BE AS FOLLOWS: -SEE DESIGN PRESSURE RAW TABLE SHEET ONE 6. SIDELRES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 7. THIS SYSTEM MEETS THE WATER REQUIREMENTS FOR NIGH VELOCITY HURRICANE ZONES'. SEE N01E BELOW DESIGNED PRESSURE CHART. (ESIDEN•� INSULATED STEE R Common to all frame conditions poor Leaf Construction. Face sheets: 24 go. (0.020, minimum thickness, Galvanized steel A -525 commercial quality AI(DQ per ASIM 620 with yield strength Fy(min.)=24,600 psi. Core design; Expanded polystyrene with 1.0 to 1.25 lbs. density. Con�ssttruction; Steel face sheets glued to expanded polystyrene (EPS), with wood rods and 1 minted eneerd lumbar stDes and o wood lock block reinforcement. Fro e Construction• The head Jams and si a jambs ore mortised butted and Joined using three 7/8 x 2 wire staples. DOUBLE DOOR ELEVATION TABLE OF CONTENTS 74.5" MAX. OVERALL WIDTH --I i in 6- ip 00 1 io • • • 13EEiRaT10Id Ia • • . • • 4==, 1 -I ICI VERTICAL CROSS SECTIONS Ss Bkt. OF I1A RIALS• I!I 3 FA • • 4 HOIZONTAL CROSS SECTIONS v v ANCHORING LOCATIONS & DETAILS n n ANCHORING IOCASIONS & DETAILS• • • • • • • !==7 a� 7 GLAZING DE .A114 • ; • • IC=7 n COMPONENTS • • • • • • • 0 0 O DOUBLE DOOR ELEVATION TABLE OF CONTENTS dWHERE WATER REQUIR EM IS INFILTRATION 105.25" MAX. OVERALL WIDTH r SHEET # • • • 13EEiRaT10Id Ia • • . • • 1 COMMON (G!i1ERAL ugrE •17PIC•AL:ELCV101) • 2 VERTICAL CROSS SECTIONS Ss Bkt. OF I1A RIALS• 3 HOIZONTAL eF bSS VCITON§ • • • • • • 4 HOIZONTAL CROSS SECTIONS Fig 5 ANCHORING LOCATIONS & DETAILS 6 ANCHORING IOCASIONS & DETAILS• • • • • • • • 7 GLAZING DE .A114 • ; • • • • • 8 COMPONENTS • • • • • • • • 0 ••• • ••• • SINGLE DOOR ELEVATIO 68.5" MAX. OVERALL WIDTH -1 i v 1 0 v 1 C SINGLE DOOR W /SIDELITES ELEVATION 1- W z w a 03--4 00 0 r. n oi a 0 dWHERE WATER REQUIR EM IS INFILTRATION 105.25" MAX. OVERALL WIDTH r + 53.0 PSF r NEGATIVE - 57.0 PSF e Rill WI ICI Fig 1 v O v GS N=7' 0 O � v DOUBLE DOOR W /SIDELITES ELEVATION DESIGN PRESSURE RATING dWHERE WATER REQUIR EM IS INFILTRATION POSITIVE + 53.0 PSF r NEGATIVE - 57.0 PSF A No z 0 0 N Approved asNamptyiagwhgt the Date NOAH yA Mbmi Dade 0 z CONSULTANTS. INC 813.659.9197 GATE: 9/25/00 SCALE N.T.S. coo. BY: TJH OIX Br: RW DRAWING No.: DC2005 SAW 1 OF 8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U .020" MIN. SKIN Zw 1.75" MAX. PANEL THK. o • H ro ow S .WERIQB .11Y HICK .5" MIN. GLASS THK. z z .020" MIN. SKIN THK. Item DESCRIPTION Material 1 HINGE JAMB (1 1/4° x 4 1 121 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 44 BUTT HINGE 12GA. (.097" MIN) STEEL 4 #9 x 1 " P. Fit. 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 (1 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"x1.21 "x.0211 SIttL 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 112" 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 DEAD80LT 21 LATCH SCREWS (SEE LOCK INSTRUCTIONS) 22 MASONRY WALL CONC. 23 2x W000 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 ODE POLYPROPYLENE 28 1/2" INSULATED TEMPERED GLASS GLASS 29 LATCH JAMB (1 1/4" x 4 11121 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 8Y TRINITY .33 LITE FRAME BY TRINITY FOR 1" GLASS 34 1° INSULATED TEMP. GLASS BY TRINITY 35 LITE FRAME SCREW #6 X 1 1/2" PANHEAD 36 SILICONE CAULK (CR LAWRENCE 33C) SILICONE 37 GLAZING COMPOUND SILICONE 38 CAULK LATEX N m • 2 et o. • Z y ON oi W = gri -Ia 0a tn 0 m a z 0 N O N • O z BUILDING CONSULTANTS. INC 813.659.9197 at lb • ••• • • • •• • •• • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • •• •• (1) ® Ct 2 VERTICAJ CROSS — SECTION 2 DATE: 9/25/00 SCALE, N.T.S. 0W BY TJH CHI. SY: RW G NO.: DC2005 2 OF 8 INACTIVE ACTIVE NOTES: SEE NOTE 1 SHT. 3 ASTRAGAL RETAINER BOLTS (2) TOTAL, (1) 9.0" L. x .312" DIA. TOP & (1) 9.0" L. x .312" D1A. ® BOTTOM ALUM. RETAINING SLIDE (3) 1.0" x 4.5" x 0.565" O 3HORIZONTAL CROSS SECTION 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 GOWN & 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 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 TO THE JAMB AND BUCK USE #8 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDEUTE 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, k J0Ti�1.4 F 4(7)•SCR§WS FERo EAQCCH•VERTICAL MULLION. 5. WOODASCREW. WHEEI ATTACKING. F-E gINofg C jHE- AMB AND SIDEUTE JAMB AT THE MULLION USE 00 x 1•3 4PFIS WOOD SCREW. • 6. THE SPACING FOR•!?EM #35.THE •,$6 X 1 -1 f1" i'A1QHEAD SCREW SPACING IN THE TRIMIY LITE FRAME IS AS FOLLOWS: FROM THE TOP DOWN ON THE SIDES (9) AT 5.625", 14,5" 23.25 ", 32.0625° 41.0 ", 49.75 ", 58.5625 ", 67.375 ", AND 76.3125 ". THE TOP A 1D BOTT0g FRQ1412IGHT •Ti •LEFJT•(4l) SCREWS AT 3.125" AND 6.875 ". • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• ••• • ••• • • • c O .15" MIN. COUNTERSINK HORIZONTAL CROSS SECTION 1.15" MIN. EMB. HINGE JAMB TO BUCK 44., A 4 O rr .25" MAX. SHIM 1.15 MIN EMB. rc a r 0 -- .25" MAX. SHIM SEE NOTE .3 SHT. 3 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 HORIZONTAL CROSS SECTIO LATCH JAMB TO BUCK >L 0 z$ m Z 0 1r ,• vclU/VBUILDING CONSULTANTS. INC. 813.659.9197 DATE: 9/25/00 N.T.S. DMG. TJH cNx. BI RW DRAWING NO.: 0C2005 SHEET 3 Of 3 \\\,,` NOTES: SEE NOTE 1 SHT. 3 ASTRAGAL RETAINER BOLTS (2) TOTAL, (1) 9.0" L. x .312" DIA. TOP & (1) 9.0" L. x .312" D1A. ® BOTTOM ALUM. RETAINING SLIDE (3) 1.0" x 4.5" x 0.565" O 3HORIZONTAL CROSS SECTION 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 GOWN & 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 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 TO THE JAMB AND BUCK USE #8 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDEUTE 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, k J0Ti�1.4 F 4(7)•SCR§WS FERo EAQCCH•VERTICAL MULLION. 5. WOODASCREW. WHEEI ATTACKING. F-E gINofg C jHE- AMB AND SIDEUTE JAMB AT THE MULLION USE 00 x 1•3 4PFIS WOOD SCREW. • 6. THE SPACING FOR•!?EM #35.THE •,$6 X 1 -1 f1" i'A1QHEAD SCREW SPACING IN THE TRIMIY LITE FRAME IS AS FOLLOWS: FROM THE TOP DOWN ON THE SIDES (9) AT 5.625", 14,5" 23.25 ", 32.0625° 41.0 ", 49.75 ", 58.5625 ", 67.375 ", AND 76.3125 ". THE TOP A 1D BOTT0g FRQ1412IGHT •Ti •LEFJT•(4l) SCREWS AT 3.125" AND 6.875 ". • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• ••• • ••• • • • c O .15" MIN. COUNTERSINK HORIZONTAL CROSS SECTION 1.15" MIN. EMB. HINGE JAMB TO BUCK 44., A 4 O rr .25" MAX. SHIM 1.15 MIN EMB. rc a r 0 -- .25" MAX. SHIM SEE NOTE .3 SHT. 3 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 HORIZONTAL CROSS SECTIO LATCH JAMB TO BUCK >L 0 z$ m Z 0 1r ,• vclU/VBUILDING CONSULTANTS. INC. 813.659.9197 DATE: 9/25/00 N.T.S. DMG. TJH cNx. BI RW DRAWING NO.: 0C2005 SHEET 3 Of 3 1.15" MIN. EMB. • .15" MIN. COUNTERSINK 0 iiil 1.1 Oki .15" MIN. COUNTERSINK SEE NOTE 4 SHT. 3 1 HORIZONTAL CROSS SECTION \4..-1 AT SIDEUTE SEE NOTE 2 FOR OOL LITE OR 6 FOR TRINITY LITE ON SHT. 3 EXTERIOR INTERIOR • • •• • • ••" • • • • • • • •• • • • •• 25" MAX w 4 HORIZONTAL CROSS SECTION SIDELITE TO BUCK SHV THI4.� • ••• • • • • • • • • • • • • • • • • • • ••• • ••• ••• ••• • • • • • • • • • • •• • • •• • • • EXTERIOR Q gg Z ovxi • umPAN fp Atiin Nig in INTERIOR ..Q SEE NOTE 4 SHT. 3 .15" MIN. COUNTERSINK HORIZONTAL CROSS SECTION HINGE TO BUCK 0 m s0 fY col 0 7 0 z BUILDING CONSULTANTS. INC 813.659.9197 DATE: 9/25/00 : N.T.S. DWG. er: TJH as sn RW DRAWING NO.: DC2005 SHEET 4 OF 8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE DETAIL P" SHEET 5 SEE DETAIL G SHEET 5 SEE DETAIL K SHT. 5 • DOUBLE DOOR ANCHORING LOCATIONS • • • • • •• • • • •• • • • •• 12E4- F--4—FADE • IMPEfJAL•ASTRAGAL• • • • • REJAIN6R 7OLT HEADER • S BIKE• LATE• • • • • • • •• ••• • ••• • DETAIL K SILL • • • • AAPERIAL ASTRAGAL •RETMNER BOLT THRESHOLD • • • STRIKE PLATE • • •• • • o- I' `3" 3" —i I -"1 F'- 6" h Gi SEE DETAIL J SHT 6 1 II T1P. 11 3" — 6" 11 3" SEE NOTE 5 SHT. 3 r- 3" 11 3" --1 MI I 11 1 3" --I I-- 4,5" -- -^1 i— 6" — 3" SEE DETAIL G SHEET 5 — 4.5" SINGLE DOOR W /SIDELRES ANCHORING LOCATIONS DETAIL G HINGE TO JAMBS & DOOR SEE NOTE 5 SHT. 3 O 1 to 0 u) N Approved as rnmplyiag with the Florida Balding Ca e Date NOM Miami Dade Product 67 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • "BUILDING CONSULTANTS. INC 813.659.9197 owe 9/25/00 SCALE: N.T.S. MVO. BY: TJH cHK. BT: RW DPAWMG NQ. DC2005 s1EET 5 OF 8 o- SEE DETAIL SHEET 5 `. I 6" 3" -., ,r. 1 1 3" —I I- 3" 4.5" — TYP. 3" --I wi L SEE NOTE 5 SHT. 3 7 (TYP. -3" tk 6" 3" 36" F'- 3" /- SEE DETAIL H SHEET 6 SEE DETAIL K SHT. 5 7 1 I. 1-3" F 3" 3° 6" 3" -4.5" --I I— 3" SEE DETAIL KSHT.5 _ ILO I: '41/4• a..i•RL halt. •• ••• • • • • • • • • • •• • • •• • • • • • • • • •• ••• •• • • FP .1. ta: • • • • •P ' TO 1 • • • • •4STRAGAL • • • • • • • • • • • • • •• • • ••• • ••• • • • • • • • • • • • SEE DETAIL G SHEET 5 DETAIL J STRIKE PLATES TO JAMBS SEE NOTE 5 SHT. 4 SEE NOTE 3 SHT. 3 SEE NOTE 3 SHT. 3 6" --1 { O I I_ TYP. =-o a-_ o1 TYR r 6 "—I SEE DETAIL G SHEET 5 m • z is O Z ••• • • • • ••• • • • • • • • • IN • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BUILDING CONSULTANTS. INC. 813.859.9197 owe 9/25/01 Sr., o. N.T.S. D09. BY TJH aa. sr: RW DRAWING NO.: DC2005 SHEET 6 of 8 cuow DFnu 1/2" TR/PERM GI ACS ODL LITE FRAME g N. EXTERIOR - a. GlA7ING 17FTAII 112' INSUATED TEMPERED GLASS TRINTIY UTE FRAME .16=251 In EXTERIOR a. • os• • • • • • • • 1" • TRINITY LITE •RAME • • • •• ••• •• AMMO 0.5" GLASS BITE SEE NOTE 6 SHT. 1/6" TEMPERED GLASS 1/4° AIR SPACE 1/8" TEMPERED GLASS .75" STEEL INTERCEPT SPACER • • • • • • • • • • • • • • • • • • • • 0.V.GLAS: • • • • • • • • • • • BITE • • • • • • • • • • • • • • • • • • • SEE NOTE 6 SHT. 3 1/8° TEMPERED GLASS - 1/2" AIR SPACE 1/8" TEMPERED MASS 1/2" GLASS LITE FRAME ODL HP POLYPROPYLENE (THERMOFIL-P6-30FM0391) 7/2" GLASS IJTE FRAME TRINITY (LUPOY EU 5007) 1L•st655_ jimimmg TRINITY (LUPOY EU 5007) LU o >- m • Approved as complying toith the Florida Date NOM eF45/141115-4 MI - '1-11111-P-4- 17 • z 0 tt • BUILDING OONS /TANTS. INC. 813.659.9197 Due 9/25/00 SCALE: N.T.S. DWG. sr: TJH DWG wr: RW DRAWING NO. DC2005 sir 7 OF 8 • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • It • • • • • • • • • • • • 3 • 2.35" ASTRAGAL HAS BOLT @ TOP &312° DUI (1) 9.0° L. x .312° DUI. BOLT @ BOTTOM ham--- 1-.912" 10 IMPERL4L ASTRAGAL EXTRUDED ALUMINUM 075" WAII 0" p O .5 COMPRESSION WEATHERSRTIP SCHLEGEL 0 —LON COS 650 11.875" 1 0 L DIA. VARIES W /LOCK USED •• ••v • • • • • • • •• • • • • • •• • • • • 8 26 •• ••• •• • • • •• W000 LOCK BLOCK. 1.71" THK, • • • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• ••• • ••• • • • 4.041" if O OUTSWING BUMPFACE THRESHOLD LOW PROFILE .050" EXTRUDED ALUMINUM —11— .097" 3 O 4 x 4 STEEL DOOR HINGE .097" THK. STEEL BY HAGER ®e TOP RAIL & SIDE STILE LVL LATCH STILE .25" --J N 14 1— 1.73" DOOR STEEL EDGE CAP. BOTTOM 0 UNIT COMPONENTS 0 ct 43 0 z BUILDING CONSULTANTS, INC. 813,659.9197 Florida Approved s* Betting a4b P. - - NOM a 4.4111IIr mom ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OM 9/25/00 SC : c. NTS owc. er: TJH auc. er: RW DINWNC NO.: 0C2005 sea 8 or 8 PE RHT e ngtOP 9.. Miami Shores Village APPROVED BY DATE ZONING DEPT 111r..111WILTAI WI i H ALL FEDERAL RULES AND REGULATIONS BLDG DEPT SU,-'_!ECT TO COMPLJANC ST ",TE AND COUNTY • • • • • • • • • • • •• • •• • • • • •• • • • • • • • • • •••• • • ••••• • •••• • • ••••• • • •••••• • • • • • •• •• •• •• • • • • • • • • • •••• • • • • •••• • • • • • • ••• • 0 •