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WS-07-2209Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 .................. Inspection Date: 01/10/2008 Inspector: Grande, Claudio Owner: HOWARD, DAVID Job Address: 55 97 Street NE Miami Shores Village, FL Project: <NONE> Contractor: THE HOME DEPOT Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Block: Phone Number Parcel Number 1132060130990 Lot: Phone: 770/433 -8211 Building Department Comments REPLACE FRONT DOOR *„ Zit Passed D Inspector Comments CREATED AS REINSPECTION FOR INSP 71435. No permit available for inspection, no anwer at door, no one home. 1/8/08 CG MLD 3% Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, January 9, 2008 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 le)� BUILDING f�ti PERMIT APPLICATION Saw'`' FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) OCT 3 0 20l B Y: Permit No. I (501 — )2-01 Master Permit No. lectrical Plumbing Mechanical Roofing / h ne # Owner's Address 53T v e- q City ./147-1-6 State d Tenant/Lessee Name Zip 3 3 1 3g- Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade zip 3 3 /3 S) Is Building Historically Designated YES NO Contractor's Company Name - / Phone # -> 6-F10 -033 c Contractor's Address SW 7 W City State Zip 33 o 73 ® V'i'i j � c& y S t a t e Certificate or Registration No. '.-- 1 Spb tD Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 643 Th Type of Work: DAddition DAlteration ['New Describe Work: Square Footage Of Work: ti Repair/Replace ❑ Demolition * * * *** * * * * * * * * * ** * * ** * * * ** Fees ** ** *** * * * * ** * * * * **** * * ** * * * ** Submittal Fee Permit Fee $ ! i 0 Notary $ i Training/Education Fee $ Scanning $ (I� Radon $ Zoning Code Enforcement $ Struc l P ' Wei v�±. Total Fee Now Due $ (Continued on opposite side) CCF $ Co® CO /CC Technology Fee $ 2,7S Bond $ NOV 0 1 AO CK32.15b MIAM! SHC7ES 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 AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certffied copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection wiThnot be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of 2 sF , 20 da- by ›.pkLli p . 41-1510a4-6-i who is personally known to me or who has produced dt. Liceva$e Sign: Print: r✓ As identification and who did take an oath. Contractor - The foregoing instrument was acknowledged before me this D.,9 day of r 4- , 2007 bybpYYiertriC-k who is personally known to me or who has produced ,►ati �v� ry Public State 04 Florida — Joa rt 6 Soi.bD r My _._ ,:n�ssion DD441915 My Commission Expires: e? (lR j APPLICATION APPROVED BY: chc 05113103 .. _ !!. TARY PUB LIC: Sign: A' Print as identification and who did take an oath. RY t,"frP / r, L1Cs STAG' of Ff.ar _iviv rmtntja)litiAai -.s 16,' 01. C mni tzsion # DD 372122 Bonded L3+ i�le�non�r/Notow Assn. kl My Commission Expn es r Plans Examiner Engineer Zoning 05/22/2007 - 10:19am Jaclyn F: \03 Elementsl10 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 (PSF) Zone 4 10 15 i Tributary Area 'So Ft) 40 45 50 25 30 35- 0 9 - 50.4 -49.2 (-48.3 `) - 47.6 - 47.1 - 466 -462 -4519 .45 5 +45.2 +46.5 +452 4, +43.7 +43.1 +42.7 +422 +41.9 ^x416: 18 ft -51.1 +47.1 - 49.8 +45.9 - 49.0 +45.0 -48.3 +44.3 - 47.7 +43.7 -472 +463 -46.8 ;,+42.9 +42. +45.0 18 ft -52.4 - 51.1 -50.2 - 49.5 - 48.9 - 48.4 -48.0 .47.7 r 47.3 - 58.8 +48.3 +47.0 +48.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 20 ft -53.5 +49.4 -52.2 +48.1 -51.3 +47.1 -60.8 +46.4 -50.0 +45.8 .-49.5 +45.3 - -491 +44.9 i +44.5 .48.4 +44.2 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.8 +47.4 - 51.0 +48.8 -50.5 +46.3 - 50.1 +45.8 -49.7° +45.4 49.4 +45.1 24 ft -55.8 +51.3 - 54.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.8 -51.5 +47.1 -51.0 +46.7 -50.8 +48.3 -50.3 +45.9 ft 56..8 +52.2 552 +50.8 542 +49.8 53.5 +49.1 52.9 +48.4 52.3 +47.9 51.9 +47.5 51.5 +47.1 51.1 +48.7 28 ft -57.5 +53.0 - 58.1 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +49.2 -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 -54.5 +49.9 -53.9 +49.4 53.5 +48.9 - 53.1 +48.6 -52.7 +48.1 +49.8 -59.1 -577 -56.7 -55.9 -552 -54.7 -542 -53.8 -53.4 ft +54.5 +53.1 +52.0 +51.3 +50.8 +50.1 +49.6 +49.2 +48.8 34 ft -59.9 +55.2 -58.4 +53.7 -57.4 +52.7 -58.6 +51.9 - 55.9 +51.3 55.4 +60.7 -54.9 +50.2 -54.5 +49.8 -54.1 +49.4 38 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 51.3 +56.5 -59.8 +55.0 -58.7 +54.0 -57.9 +53.1 - 57.3 +52.5 -56.7 +51.9 -562 +51.4 55.8 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 -60.5 +55.8 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5. -56.8 +52.0 - 56.4 +51.5 -58.0 +51.1: 42 ft -62.6 -61.1 -60.0 -59.2 -58.5 -57,9 ' ' -57.4 -57.0 -56.8 -75.7 +56.5 +57.7 +56.2 +55.1 +54.3 +53.8 +53.0; +52.5 .+52. +51.7 44 ft -63.2 -61.7 -60.6 -59.7 -59.1 9.1 -58.5 ' -56.0 -5`7 if +54.5 +58.3 +56.7 +55.7 +54.8 +54.1 +53.5; +610 462,8 48 ft -63.8 +58.8 - 82.3 +57.3 -61.2 +56.2 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 ' +53 6 . ' +3.1 - 57.f'' '+527 48 ft - 64.4 +59.4 -62.8 +57.8 - 61.7 +56.7 - 80.8 +55.8 -80.1 +55.1 -59,6 +54.5 49,0 454.3 - 5 .8 +5$ 6 58.2,, +53.1 50 ft 5 4.9 +59.9 -63.4 +58.3 -62.2 +57.2 - 81.4 +56.3 -80.7 +55.6 -80.1: +55.0 °-59.5 +54.5 -59.1 +64.0 58.7r +63.6 52 ft -65.5 +80.4 -63.9 +68.8 -62.8 +57.8 -61.9 +58.8 -61.2 +58.1 - 80.6 +55.4 -80.0 +54.9 -59.6 +54.5 -59.2 +54.0 54 ft -68.0 +60.8 -84.4 +59.2 -63.3 +58.1 -62.4 +57.2 -61.7 +56.5 - 61.0 +55.9 - 80.6 +55.4 -60.1 +54.9 -59.8 +54.5 56 ft -86.5 +61.3 -64.9 +69.7 - 63.7 +58.5 - 82.9 +57.7 -62.1 +56.9 -61.5 +58.3 -61.0 +55.8 -60.5 +55.3 -80.1 +54.9 60 It -67.5 +822 - 85.8 +60.6 - 84.7 +59.4 -63.8 +58.5 - 83.0 +57.8 -62.4 +57.1 -61.9 +56.6 -81.4 +56.1 -61.0 +55.7 rn m z 1 y r REMARKS INIT ISSUE DRWN CL CHKD FLB EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zona 8 10 15 20 Tributary Area So Ft) 40 45 50 25 30 35 0 -15 ft -622 -59.8 -58.0 - 557 - 55.8 - 54.8 -53.8 - 53.1 -52.5 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -63.1 -60.6 -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 ft 54.6 - 82.1 - 60.3 -58.9 - 57.8 - 58.8 - 55.9 -55.2 -54.5 +48.3 +47.0 +48.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 2014 -66.1 -63.5 -61.6 -60.2 -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 ft -67.4 +50.4 -84.8 +49.0 -82.9 +48.1 -61.4 -60.2 +47.4 +46.8 -59.2 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft 468.7 - 68.0 -64.1 -826 -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 28 ft -69.8 -67.1 - 85.1 - 83.6..- -82.4 w$1,4 ; -90 4 - 59.8 -58.9 +52.2 +50.8 +49.8 +4711 4+48.4, +47.E- +475 ;11I7r1 +48.7 28 ft -70.9 -88.2 - 662 - 848. -6 4 -8'2.3 f -$1.4 °" .8 -59.9 +53.0 +51.8 +50.6 +49:8,,+45.2 .+'48 +48.,,,� +47.8 +47.4 30 ft -72.0 +53.8 - 892 +52.3 -67.1 +51.3 -856` -642 +50.8 - +49.9 68 3- +49.4 ' 82 3 +48 8 = .61.5 :;3 5 -60.7 +48.1 32 ft -73.0 +54.5 -70.1 +53.1 -68.1 +52.0 -86.5 " 66s2. +51.3 +50.6 -64,1 +50.1 °4 .1 +49.6 -82.3 +49.2 -81.6 +48.8 34 ft -73.9 -71.0 -68.9 x-67,3. -66:0 ,-54.9 54,0 43.1 82.4 +55.2 +53.7 +52.7 +51.9 +51.3 +50.7' +50,2 +49.8 +49.4 36 ft -74.8 +55.9 -71.9 +54.4 - 89.8 +53.3 - 68.1, -86.8 +52.5 +51.9 45.7 ' +51.3 .-64,7 +50.8 -83.9 +50.4 -83.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54.0 58.9 - 67.6 +53.1 +52.5 -66.5 +51.9 -65.5 +51.4 -84.6 +51.0 -63.8 +50.6 40 ft -76.5 -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 +52.0 +51.5 +51.1 42 ft -77,3 -742 -72.1 -70.4 - 89.0 - 87.9 -66.9 -66.0 -65.2 +57.7 +56.2 +65.1 +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 - 89.7 +54.8 +54.1 -68.5 +53.5 -67.5 +53.0 -68.6 +52.6 -85.8 +52.2 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +56.2 -71.8 -70.4 +55.3 +54.6 - 892 +54.0 -68.2 +53.5 - 87.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 -71.0 +55.8 +55.1 -69.8 +54.5 -68.8 +54,0 -67.9 +53.6 -67.1 +53.1 50 ft -80.2 +59.9 -77.0 +58.3 -74.8 +57.2 -73.0 -71.6 +56.3 +55.6 -70.4 +55.0 -69.4 +54.5 -68.5 +54.0 -87.8 +63.8 52 ft -80.8 +80.4 -77.8 +58.8 -75.4 +57.6 -73.6 -72.2 +58.8 +56.1 -71.0 +55.4 -69.9 +54.9 - 89.0 +54.5 -88.2 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -74.2 -72.8 +57.2 +58.5 -71.8 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +544> 56 ft -82. - 8.9 - :: -74.8 - 3__72.1 -71 0vl0,9__ +61., ix:- sl:. 5' ic7. '..- CI 55.8 ,., fi:i Till 66 ft -83. :le_a X5. l7' 9 �' 4t4 b 1 - . / v +: f +80•6 +59.4 v7 ' r .;`{4�f�Slia"F 1 • DATE 04/19/06 1,IS COCUMVIT IB THE FROPEan OF FRANK LBENIIARmO, P.E AND SHALL NOTBE REPKOLCED IN MIME OR PARR WITHOUT WRITTEN CONSENT OF FRANK L BENHARDO,PE- ALTERATIONS, ADDITIONS HOHLICHTNO. OR OTHER IIARVT*8 TO THIS DC UMENTAISNOR PERMITTED= IMAMATE **CERIRMAnOR WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WO DEFINED AS THE CRITICAL CONDITION OF ANY UNI USE OF CRITICAL CONDITIONS REQUIRED FOR,U5E 2. FOR SITUATIONS THAT REQUI EE-K4I==L 0 7'AB FACTOR OF 1.18. VERIFY Kd MEN'TS WITH #;KCAL. a WY-PRIOR-TOT, BLE USE. 3. USE OF TABLES VALID-ONLY FQ BUILCTSNGS L S THAW6O J�EIGId#� 4. TABLES VALID FOR ALI RCAF ^SI }PES. REDO F SLOPES LESS 4N 10° SHALL BE PERFORMEDiBY AN I NGIN> =ER A TIE SPEFi CONDITION. 5. IDENTIFY THE BUILDING MEAN ((. 69GE1', • • N :' 4 C : + E EIGHT CANNOT BE IDENTIFIED,'USEIIEPEA ROOF HEIG 6. ALWAYS ROUND UP ROOF HEX TO NEXT TABLE V .. -e'TO A CONSERV, ASSUMPTION. N T rr --,.-/ 7. CALCULATE THETRIBUTARY.REA OFP TH1 'OPENING IN QUEsSWN - ' k iDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED -BY AN.EFFEcTm a -- 9E LESS THAN ONE -THIRD THESPANI I1N 1 E3 Itt 2 / 3 BETWEEN ''y RAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN' &tfC'T(IRA1if ULLS. 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. MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd 'WORST CA` E. IS DESCRIBED : ELOW. GENERAL NOTES: L 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$113ERCIALCONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH_ESS9NTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR feat* :It F01(. T.A`T'TERRAIN USE ONLY. THESE TABLES NOT VALID FOR :EFCCIENT (GCp1 = +/ -0.18) ENCLOSED BUILDING ONLY. Y "FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ ARE FOR WALLS AND VERTICAL SURFACES ONLY. ON SYSTEM ORDINANCES. INTEGRITY OF THE HOST STRUCTURE. EREIN, NO ADDITIONAL CERTIFICATIONS OR HILLY TERRAIN. INTERVAL PRESS VERIFY USE OF Kd 0 5' -tGtI = HIGH VELOCITY HUR 5. ADHERE TO ALL L`1 6. NO CERTIFICATION 35. 7. EXCEPT AS EXPRESSLY PRO AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST #iO12YZdBCi RL'D MCA 40% OF P1RH, WHICHEVER IS SMALLER, B1 NOT" �TtfANO. OF LEAST HORIZONTAL DIMENSION OR 3FT (1Fn): -USE ZONE AT'ALLhIN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. • •• • o • • /1 •• • • 1.5 }� -I :•• • I- •_ 1 • I ELEVATION E 7 -02, MRH = WALL ZONE FIGURES • •• • • SUBJECT TOCyMPUAN' NTH ALL ROMA,: • • •• • STATE AND COUNTY RULES AND RIECULAW • • ••• • • • • • PEAK ROOF HEIGHT MEAN ROOF HEIGHT ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFI•ELD BEACH, FL 33442 • ; IIH :(954) 854 -0660 Fax: (954) 354 -0443 • WWW.ENGEXP.COM : • •: CERT OF AUTH •9888 • A ?RANK L BENNARDO, P.E., INC. INNOVATION m DIVISION STRUCTURAL CODE ALLOWS REPLACEMENT WINDOWS TO BE INSTALLED WITHOUT HURRICANE PROTECTION IF UNDER 25% OF TOTAL GLAZED OPENING, (SECTION 507.3 EXISTING BUILDING CODE) IF YOU ARE USING THIS EXCEPTION, PROVi • MEASUREMENTS OF THE REMAINING OPENINGS TO CALCULAZ• • IIE pcENTACZ. IF WINDOWS BEING REPLACED ARE OVER 25 %, THEY MUST B.PROTEC.0-FE4 WI-F1.-1"P' HURRICANE PROTECTION SYSTEM. PRODUCT APPROVALS FC.R� t-tE PANELS OA••••; SHUTTERS, IF NEEDED. WILL BE REQUIRED. • eeeee • • *•• eee• • •s4•diaa • • • eeee • . : .• eee• ee • • r .s•• •s • •e ••••• • •r • Building Department Standard Comment Report • • 3 :539 • j CZ. W CO Q1 tD W N CO z H r • Off° 0 2 -- - • • • _t�� • • • ••• coo" ti•_.-- .x•_ ••• __ ..y- ._ •- -- - f I !`.. 1••:•...•.._ • • • •�� E • • • •• • • •. • • • • •. • • • • •• •• • • •• : ••••• •••• • • p m 03 • • • M I A M I.DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. 31725 Highway 97 North Chiloquin. OR 97624 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • 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 lh sio and ck t d • by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other arose ere altoitk by the Authority Having Jurisdiction (AHJ). •••••• • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Comity& Product' control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County'jtirve they gge to have this product or material tested for quality assurance purposes. If this product or matefill ails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the la !Ms immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA rpserves'the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Divisie 4lfaathis pt}ctvr 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 geld -Wen "Gladiator" & "Energy Saver" O/S Glazed W/E Residential Ins. Steel Door APPROVAL DOCUMENT: Drawing No. S -2004, titled "Jeld -Wen Steel Outswing Woodedge Door Double and Single Unit", sheets 1 through 7 of 7, prepared by R.W. Building Consultants Inc, dated 12/01 /99 with revision on 11/08/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 99- 1007.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime M. Eisen, P.E. NOA No 02- 1211.10 Expiration Date: July 17, 2008 Approval Date: January 23, 2003 Page 1 ••.••• • • 000000 • • 00000 • • 00000 000000 • • • 000000 • ...... • • Jeld -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. S -2004, titled "Jeld -Wen Steel Outswing Woodedge Door Double and Single Unit ", sheets 1 through 7 of 7, prepared by R.W. Building Consultants Inc, dated 12/01/99 with revision on 11/08/02. ..•••* B. TESTS • • • • • • •••• • 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 • • • '.... 2) Uniform Static Air Pressure Test, Loading per i4-94 . 3) Water Resistance Test, per PA 202 -94 .: 4} Forced Entry Test, per SFBC 3603.2 (b) and PA'202�•4 • • • • along with marked -up drawings and installation diagram of pairs o ( r. f 1�tStting • • • • • • glazed residential insulated steel doors with sidelites, prepared by figd . Testing Laboratories, Test Report No. CTLA456W (Addendum), SlatedZVlay 23,• • • • 2000, signed and sealed by Ramesh Patel, P.E. . • • • • •••• 2. 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. C. CALCULATIONS 1. Anchor Calculations, dated October 2, 1999, with addendum dated March 20, 2000, prepared, signed and sealed by Mark Fetherman, P.E. 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. E -1 y,1 0.04 Jaime M. Eisen, P.E. Product Control Examiner NOA No. 02- 1211.10 Expiration Date: July 17, 2008 Approval Date: January 23, 2003 ...... • • • •••••. • • • • ..... • • •••.. OOOOOO • • • •..u. • • OOOOOO • • Jeld -Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) 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. ...... 3. Test report No. 114884 -1 issued by SGS U.S. Testing Co. Inc., datggt•■pvemb • • 24, 1998 issued to ODL for Filled Polypropylene Lite Frame matexiaLper AStI• • • D 635-97 "Standard Test Method for Rate of Burning and Time of•Bting of • Self - Supporting Plastics in a Horizontal Position" signed and sealcd'6X3oseph D • Cappetta, P.E. ..•• • 4. est report No. 114884 -2 issued by SGS U.S. Testing Co. Inc., datecl,Novbmbez 24, • 1998 issued to ODL for Filed Polypropylene Lite Frame material rep ft ITM D • 1929 -96 "Standard Method of Test for Ignition Properties of Plashes" signed 41 ; ; • sealed by Joseph G. Cappetta, P.E. • • ••• • •5. Test for outdoor exposure in South Florida at 45 degrees for 5 years at Atlas • • Material Testing Solutions, Miami, Florida, Test Report # ODLI -2, dated November 12, 1998 issued to ODL for their Filled Polypropylene lite frame material. 6. Test Report No.MTS - 520490 issued by Celotex Corporation Testing Services, dated December 8, 1999 issued to ODL per ASTM D638 -96a "Standard Test Method for Tensile Properties of Plastics ", corresponding to the 12 months old samples of ODL Filled Polypropylene lite frame material. E. STATEMENTS 1. Statement letter of no change, dated 12/4/02, signed by Steve Strawn. E. OTHER 1. Notice of Acceptance No. 99- 1007.01, issued to Jeld -Wen, Inc., for their DoorCraft "Gladiator" & "Energy Saver" O/S Glazed W/E Residential Ins. Steel Door, approved on 7/17/00 and expiring on 7/17/03. Jaime M. Eisen, P.E. -, Pro + net Control Examiner NOA No. 02-1211.10 Expiration Date: July 17, 2008 Approval Date: January 23, 2003 E-2 • • • • .••..• • • ..••. • • 00000 000000 .• • •..•.• • ...••. • • JELD -WEN® STEEL GLADIATOR and ENERGY SAVER A OUTSWING WOODEDGE STEEL DOOR WITH WOOD FRAME GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMt –DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 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. IMPACT RESISTANT SHUTTERS REQUIRED. 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 CONFIGURATION. 7. THIS SYSTEM DOES MEET THE WATER REQUIREMENTS IN MIAMI –DADE COUNTY. (Common tot allUframe conditio sgR Door Leaf Construction: 24 ga. (0.021' minimum thickness, 25 ga. 018 minir�lum thjj knees` 10 vanized steel A– 25 cmmeroial quallltty – AKUQ per ASTM 620 with yield strength Fy (ave.) =24,600 psi. Core design: Expanded polystyrene with 1.0 to 1.25 Ibs. density. Steel face sheets glued to expanded Vo ene (EPS), with wood roils nd I gomi ated ie eerd lumber stiles and o wood clock lat reinforcement mepirist(u ction e h d4565 "axdl 25. jambs M`err se de jm ar mortsd2 butted and Joned using (3) 7/8" x 2" wire staples. , The threshold used is an aluminum outswing bumpface measuring 4.625" 1" TABLE OF CONTENTS SHEET # DESCRIPTION 1 COMMON (GENERAL NOTES, TYPICAL ELEVATION) 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 1/3, 2/3 & 3/3 4 HORIZONTAL CROSS SECTIONS 1/4, 2/4 & 3/4 5 ANCHORING LOCATIONS 6 ANCHORING LOCATIONS & DOOR MODELS ' 7 BILL OF MATERIALS & GLAZING DETAILS 74.5" MAX. OVERALL WIDTH 36.75" MAX. PANEL WIDTH W /ASTRAGAL 0 0 DOUBLE DOOR ELEVATION C'7 66.5" MAX. OVERALL WIDTH — 36" MAX. PANEL WIDTH / ED- / / 0 105.25" MAX. OVERALL WID77-1 15.5° 21.8175" 14" MAX. POSITIVE FRAME NEGATIVE MAX. D.L.O. PANEL WIDTH / o , p / / x o g , n .. 4 I. I. Ey / O I O �¢ 0 v / e 0 / pelor 6" MAX. SINGLE DOOR W /SIDELITES ELEVATION MAX. 375' WIDTH MAX. OVERALL WIDTH / • 1 • ••� • • • • • •; • • • • • • • • • • • • • ••• GLAZED 000 $HO Not c -,ILAR Ie IE•GVIEWE •• ••• al: • o • SINGLE DOOR ELEVATION DESIGN PRESSURE RATING //WHERE 7, WATER INFILTRATION REQUIR S, N•EEii_ POSITIVE + 50.0 PSF • • • ` A NEGATIVE – 46.0 IiSF_• • • • • • • • • 1 • • • ••• • • • • • • • • • • • • • e •• • • • D.L.O. 19.625" MAX. D.L.O. z 0 2 8 N 0 Z ' - /(�I BUILDING CONSULTANTS. INC. 813.884.3831 DATE: 12/01/99 sme N.T.S. nws. Bn TJH cex. Bn RW ORMNING NO.: 5 -2004 sIEr 1 OF 7 • • • • ••• • • ••• • • • • • • • • • • • • • ••• • • • • • • ••••• ••• • ••• • • •i 100014114/11 diggillit ® FIXED 4 •IL r SEE NOTE #2 SHT. 7 .020° MIN. SKIN .75° GLASS THK. OPERABLE INTERIOR 1.75° MAX. PANEL. THK. •.4 - • • 44 4 VERTICAL CROSS— SECTIO. o� g 341 N ro pwripreA \\ O 0 0 SEE NOTE #1 SHT. 7 .5" MIN. GLASS THK. n J ci • .020" MIN. SKIN 7HK. pD Iii Gi zx n EXTERIOR 0 0 .020° MIN. SKIN f X. 1.75° MA n • O PANEL THK. MA.5° X. GLASS THK. SEE NOTE �� #1 SHT. 7 C1 r 4 v. -V •° a %a to • .# • • VERTICAL CROSS— SECTION ..• • • ; O Op ner- U 0 a3 • x Yu- 1.25" MIN. EMB. • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • v • • •} • - -•°. p p: • '•' • BOSS— SECTION • •• z 00 gg 0 aeon • • ••• • • • • • • • • • • • • • •• • • • ••• PRODUCT REVISED A _ 1211.10 D�Me M z ••� vQj/(�//BUIUSNO CONSIJLTAN TS, INC 813.684.3831 Dim 12/01/99 sau•E:1 /2" = 1" TJH cruc. ar RW DRAWING Nor S -2004 smr 2 o 7 • • • ••• • • ••• • • • • • • • • • • • • • ••• • • • • • • ••• • • • •• •• •• •• • • • ••• • • NOTES: 1. SPACING FOR #18A 1 ",21/2,4;5 THE BOTTOM UP IS 2. ATTACH THE STRIKE ASTRAGAL USING A IS AS FOLLOWS: FROM TOP DOWN 1/2", 13", 18" & 26 ". SPACING FROM THE SAME. PLATE AND THE DEADBOLT PLATE TO THE #8 x 2" LG. PHILLIPS FLATHEAD SCREW. .25" MAX. SHIM 0 adl." an 0 1 HORIZONTAL CROSS SECTION AT ASTRAGAL. TYP. .E, ER14R 19 SEE NOTE #1 SHT. 7 .15" MIN. COUNTERSINK 1.15" MIN. EMB. gg r N .15" MIN. COUNTERSINK c jHORIZONTAL CROSS SECTION AT HINGE JAMB TO BUCK. TYP. •• ••• • • • • • • • •• • • • • • • • • • • JEW -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 2 1 NO 11/08/02 6/2 6 29 000 DATE GENERAL REVISION GENERAL REVISION KMN TJH BY REVISIONS PRODUCT: • JELD —WEN SILLL OUTSWING WOODEDGE DOOR DOUBLE & SINGLE UNIT • •• •• • • ••• • • • •• • PART OR ASSEMBLY: HORIZONTAL /3RO&S3 /3 • �� �� • • t•- *BUILDING • CONFULTANIe • •��NNC". • 13.II84.383* • • • • • • • • ••• 1.15" MIN. EMB. .25" MAX. SHIM THK. • ••• • • • • • • • • •• • • Dray 12/01/99 scALE:1/2" a 1" Dwa Bv: TJH as BY: RW DPAWMG NO.: 5 -2004 SHEET' 3 OF 7 ••• • • • • • • • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • ••• • 1.15" MIN. EMB. .15" MIN. I COUNTERSINK SEE NOTE #1 SHT. 4 .E (TERL0R 0 AMEN .25" MAX. SHIM THK. Y W �-a EXTERIOR SEE NOTE #1 SHT. 7 D •1 _O11c_ 0:• S AT SIDELITE TO BUCK. TIP, 3 HOR(ONTAL CROSS SECTION .AT SIDELITE TO HINGE JAMB. TYP, .15° M N. COUNTERSINK JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 2 1 NO, /902 6 6 2s /0 oa DATE GENERAL REVISION GENERAL REVISION KMN TJH BY ' REVISIONS f^- .15" MIN. COUNTERSINK 2 HORIZONTAL CROSS SECTION AT SIDELITE TO LATCH JAMB. TYP, NOTES: 1. SPACING FOR ITEM #33, WHEN USED 70 ATTACH THE SIOELITE TO THE SIDELITE JAMB IS AS FOLLOWS; FROM THE TOP DOWN 6" & 30 ". THE SPACING FROM THE BOTTOM UP IS THE SAME. •• ••• • • • • • •• 0000 • • •• • 1 • • .•• • • • • • •• PRODUCT: • JELD —WEN SIttL OUTSWING W00DEDGE DOOR DOUBLE & SINGLE UNIT • PART OR ASSEMBLY: • • HORIZONTAL 1/4, 4R 3 • : /& /4 ••• NW ,BUILDING • •CO1RULTAN11S, • • • •INC. • • fl13:884.3811 • • • • • ••• • • • • • • • • • • • • • • • • •• ••• WE: 12/01/99 sc LE:1 /2" = 1" DWG. Br: TJH cHK. BY: RW meow: S -2004 SHEEr 4 or 7 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • •es • • • • • • • • • • • • • •• •• ••• • • DETAIL "F" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. • . SEE DETAIL "F" 4" ---1 — 3" 3" 3" I-- _...4 "1-. .. T 11 1 1�1 1 11 0 ! 1w TT I T T I 11 O I T C - 4" --'-I 4" �8 _ " __ 3" 3" I-" , I. r ___,4" L x4.5625 "1 T N RV O• • • • • •• • rI •• • • • • ••* •• ©lh1� , Y1• •• • DOUBLE DOOR W /SIOELITES ANCHORING LOCATION$ —r a n O • • • • • • • • • • • • • DETAIL "G" •• HINGE DETAIL • ••• ••• • • • • • • • 4' 4" 0 5 O ANCHORING 5 cn Z 0 8 2 0 • ••• • • • • • • • • • • • • • •• • • • ••. N Z 5 v� SUILDINO CONSULTANTS. INC. 813.884.3831 DATE: 12/01/99 SCALES N.T.S. ow, ew TJH Q1IC. era RW DRAWING NO.t S -2004 saEr 5 OF 7 ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • • • • • • *•: • • • • • • • • • •• •• • • •.• • SEE DETAIL G' SHEET 5 SEE DETAIL F°" SHEET 5 • 0 t DOUBLE DOOR ANCHORING LOCATIONS 36.0° MAX. PANEL WIDTH GLAZED DOOR MODELS 0 0 6• • • I I— 6° t 6° --1 I 1 1 ---.O TYP. .—© 401 •r 1 —0 ® 1 t O TYP i 1 ® 9 01 I I 1 1 0"- TYP. — Q1 r 4' SINGLE DOOR W /SIDELITESANCHORING LAYOUT 15.25' MAX. PANEL WIDTH •• • • • • • • • • • • •• • •• • • • • •® • • • • • 0 • w * • • • • • • • • • • • • • • • • • • 431 . •• • SID MbI.S • • • • • 3 a 5 N 0 8 N 0 a 5 • BALDING CONSULTANTS. INC. 813.884.3831 • ••• . • • • • • • • • • • • •• • • PRODUCT REVISED monsPhieg witi the Raft Maw Cods Posplarne DATE: 12/01/99 SCALE: N.T.S. DWG. Sts TJH apc ert RW DRAWING N04 S -2004 6 GF 7 • • • ••• • ••• • • • • • • • • ••• • • • • • • • • • ••••• • •• •• •• • ••• • • • ••• • LYI RIO .5" GLASS BITE `.t cn .125" INSULATED TEMPERED GLASS In 0 INTERIOR EXTERIOR INTERIOR SEE NOTE #1 GLAZING DETAIL FULL. LITE & SIDELITI; .25" STEEL SPACER .25" AIR SPACE .125" INSULATED TEMPERED GLASS SEE NOTE #2 GLAZING DETAIL Am _Lag .5" STEEL SPACER .125" INSULATED TEMPERED GLASS .5" AIR SPACE • .125" INSULATED • TEMPERED GLASS • • •• Item DESCRIPTION Material 1 2 3 HINGE JAMB (1 1/4" x 4 1/12 ") HEAD JAMB (1 1/4" x 4 1/2 ") 4" x 4" BUTT HINGE 12GA. (.097" MIN) WOOD WOOD STEEL 4 #9 x 1° PHILLIPS RATIIEAD WOOD SCREW (HINGE TO FRAME) STEEL 5 6 7 #8 x 2 1/2" PHILLIPS FLATHEAD WOOD SCREW J10 X 2" PHILLIPS FLATHEAD WOOD SCREW (HINGE TO BUCK) 1/4" TAPCON x 2 1/8" FOR DOORS & 2 1/2" FOR SIDEUTES 7A ITW BUILDEX TAPCON (NOA # 96- 1226.03) OR STEEL STEEL STEEL STEEL 7B 8 9 ELCO TAPCON (NOA # 97- 0731.15 BUMPER THRESHOLD (1 1/4 x4 5/8"x5/8" ) COMPRESSION WEATHERSTRIP Q -LON QDS -650 STEEL ALUMINUM 10 EXTRUDED ASTRAGAL (IMPERIAL #ANH) ALUMINUM 11 12 #9 x 1" PHILLIPS FLATHEAD WOOD SCREW FACE SHEET 24GA. (GALVANIZED .021" MIN.) FACE SHEET 25GA. (GALVANIZED .018" MIN.) 13 14 TOP RAIL (1.67" x 1.042 ") STEEL GALV. STEEL WOOD BOTTOM RAIL (1.67" x 1.065") 15 16 SIDE STILE (1.067" 1.065") ASTRAGAL THROW BOLT 0.31" x 19.25 L. W000 WOOD STEEL 17 18 x 1/2" L. TYPE AB" PANHEAD SMS STEEL 18 ASTRAGAL REINFORCEMENT PLATE LOCATED TOP & BOTTOM OF ASTRAGAL. ATTACHED/W WOOD 18A 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 23 2x WOOD BUCK CONC. WOOD 24 DYLITE EXPANDED POLYSTYRENE (1.0 TO 1.25 Ibs. /cu. ft. MIN. DENSITY) 25 1/4" MAX. SHIMS WOOD 26 WOOD LOCK REINFORCEMENT WOOD 27 FULL LITE & SIDELTTE FRAME ODL POLY PROPOLENE 28 29 30 1/2" OVERALL INSULATED TEMPERED GLASS LATCH JAMB (1 1/4" x 4 1/12") #B x 1 1/2 TEK SCREW (LITE FRAME) GLASS WOOD STEEL 31 VENT UTE FRAME ODL POLY PROPOLENE 32 33 3/4' OVERALL INSULATED TEMPERED GLASS (VENT UTE PANELS) 8 x 2 PHILLIPS FLATHEAD WOOD SCREW 34 BLANK JAMB (1 1/4" x 4 1/12") GLASS STEEL WOOD NOTES: 1. SPACING FOR ITEM #30 (#8 x 1 1/2" TEK SCREW) IS AS FOLLOWS FOR SIDELITES & FULL LITES: TOP & BOTTOM; SIOEUTE (2) SCREWS 2° IN FROM EACH CORNER. FULL UTES (3) SCREWS 3 " IN FROM EACH CORNER, & (1) 11‘1 THE CENTER. SIDES FOR BOTH; (6) SCREWS 3.25 ", 13.75 ", 26.5 ", 39.375", 52.0° AND 62.625" 2. SPACING F.PR IjEAb #30,08 x 1 1/2" TEK SCREW) ••: It Ai FOLLOWS F*IR•THE VENT LITE: TOP & BOTTOM • 2.5f•N M CtQNERS & (1) IN THE CENTER. •: SEE: 424- FROM TOP•CORNER & (3) MORE AT 10.375 ". •• •• • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • ••• 5 z z 0 N 0 z z o_ 2 a: BUILDING CONSULTANTS, INC. 813.664.3831 OATS: 12/01/99 SCALE: N.T.S. DWG. BY TJH CM BY: RW DRAWING NO$ S -2004 srim 7 or 7 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •• •• • •