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DOORIssue Date: 9/5/2006 Owner's Name: Permit Type: Windows /Shutters Work Classification: Door Replacement Job Address: 1055 96 Street NE Comments: REPLACE 1 IMPACT DOOR Additional Information Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 03/04/2007 Contractor(s) Phone Primary Contractor THE HOME DEPOT DOMINICK MON 770/433 -8211 Yes Type of Work: DOOR No of Openings: 1 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $1.80 Education Surcharge $0.60 Miscellaneous Fee $10.00 Permit Fee $110.00 Technology Fee $3.00 Technology Fee $2.75 Total: $128.15 Building Department File Copy Applicant Signature Permit Status: APPROVED Permit Number: WS -8 -06 -2220 Phone: Parcel #: 1132060143710 Block: Lot: Section: PB: Total Square Feet: Total Valuation: Re • uired Ins • ections 0 $ 3,000.00 Invoice Number WS - 8 - 06 - 26006 Total: r,6cE 4! a71 Amt Due $128.15 sEr Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Inspection Number: I NSP -29511 Permit Number WS -8-06 -2220 Inspection Date: 10/12/2006 Inspector: Grande, Claudio Owner: Job Address: 1055 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: THE HOME DEPOT Building Department Comments Wednesday, October 11, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Block: Phone Number Parcel Number 1132060143710 Lot: Phone: 770/433 -8211 Page 2 of 2 l D Passed -' I 1 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: I NSP -29511 Permit Number WS -8-06 -2220 Inspection Date: 10/12/2006 Inspector: Grande, Claudio Owner: Job Address: 1055 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: THE HOME DEPOT Building Department Comments Wednesday, October 11, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Block: Phone Number Parcel Number 1132060143710 Lot: Phone: 770/433 -8211 Page 2 of 2 Each hinge requires a #10 X 2" wood the NOA sheet 3 & 5 of 6. 9/28/06 CG. screw as shown on Passed Inspector Comments Failed d Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 09/28/2006 Inspector: Grande, Claudio Owner: Job Address: 1055 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: THE HOME DEPOT Building Department Comments Thursday, September 28, 2006 Inspection Worksheet Miamo Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -28049 Permit Number: WS -8 -06 -2220 e 2 fa Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Block: Phone Number Parcel Number 1132060143710 Lot: Phone: 770/433 -8211 Page 1 of 2 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): 016760 • Miami Shores Village Building Department g , 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Ja(b Tel: (305) 795.2204 Fax: (305) 756.8972 Owner's Name (Fee Simp:e Titleholder) J 6 V12 Owner's Address (a 5S (4 C q(A City IAA L 4 AA 5(' ¢ S State cc- Tenant/Lessee Name_ es' ZcA.- Sketc, vV Job Address (where the work is being done) 0 S S 146 Q(O FOLIO / PARCEL # t - - I Is Building Historically Designated YES NO Value of Work For this Permit $ 41 Permit No. . Master Permit No. Elect Y2 cul img Mechanical Roofing Phone # - - t S Phone # SS City Miami Shores Village County Miami -Dade Zip -- 53/ Contractor's Company Name L. f4O C&&c _ e G, Phone # S — (O 4 Contractor's Address S 11 v..9 cf 9 ( AR_ City C20 CO State Zip 33 O — 1 , , Qualifier Name T)0 A.41 dpi e '< MO *NA' 4 � 9 4 0 D 4 v Phone # - s (a ~ 3"W State Certificate or Registration No. CA C.. (SO L.0 r ( 3 Certificate of Competency No. Architect/Engineer's Name (if applicable)"tw) Dp.rt -` Phone # 'S pct,(. , 1 -- ±H C,1 Li or, D Square / Linear Footage Of Work: /4i Type of Work: ['Addition ['Alteration [New Repair/Replace ❑ Demolition Describe Work: �l ******** * * * * ** * * * * * * * ** * * * * * * * * * * * * * * ** F * * ** * * ** * * * * * ** * * * * * * * * *** * * * ** Submittal Fee $ Permit Fee $ /W °21 . CCF $ 140 CO /CC Notary $ Training/Education Fee $ 0 ki0 Technology Fee $ 4 5 Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -> 7 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 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this NOTARY PUBLIC: r f n Print: 1 r 1L' ? s3` }} My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) day of ,20t!F ,by who is s -rsonally known to me or who has produced As identification and who did take an oath. Signature q Sign: Print: NOTARY PUBLIC: My Commis * * * * * * * * * * * * * * * * * ** Zip Contractor a 8 A" The foregoing instrument was acknowledged before me this24 day of _Pa , 2000, by -- V c-'\ /p(11+ who is personally known to me or who has produced as identification and who did take an oath. 8 ANN MARCIAL MY COMMISSION # DD 382888 EXPIRES: January 2, 2009 * * * * * * * * * ** : .des: K. FODERA r {Ct0 tNoialy is - S9ote of F , ' r - # DD 3721 mfsslon � , � e nded I Notary Ass ; F Of 09 Bo By Noliotm P ans Examiner 22 Engineer Zoning Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC 0001 RESIDENTIAL- SINGLE FAMILY Beds /Baths: 3/3 Floors: 2 Living Units: 1 Adj Sq Footage: 2 Lot Size: 12,500 SQ FT Year Built: 1938 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 12 & 13 BLK 82 LOT SIZE IRREGULAR ODH 0R19383 -4062 1100 PROB 99 -02686 CP (04) Year: 2005 2004 Land Value: $268,750 $192,500 Building Value: $142,563 $130,824 Market Value: $411,313 $323,324 Assessed Value: $207,791 $201,739 Homestead $25,000 $25,000 Exemption: Widow Exemption: $500 $500 Total Exemptions: $25,500 $25,500 Taxable Value: $182,291 $176,239 Folio No.: 11- 3206 - 014 -3710 Property: 1055 NE 96 ST Mailing Address: JANE SEAY ISHAM 1055 NE 96 ST MIAMI SHORES FLA 33138 -2551 Property Information Map i -mr Property Information Map My Home Miami -Dade County, Florida Digital Orthophotography - 2005 This map was created on 7/25/2006 8:56:26 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. a 0 113 ft Summary Details: Property Information: Page 1 of 1 Sale O /R: Sale Date: 0/0 Sale Amount: 0 Sale Information: Assessment Information: http: / /gisims2.miamidade. gov /myhome /printmap. asp? mapurl = http: / /gi sims2.miamidade. go... 7/25/2006 Mean Roof DESIGN PRESSURES (PSF) - Zone 4 Tributary Area Sq Ft) Height 10 15 20 25 30 35 Zi40 1 45 50 0 - 15 h -50.4 -49.2 -48.3 47.8 - 47.1 -46.6 4 . -45.9 -45.5 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.8 16 5 -51.1 - 49.8 - 49.0 - 48.3 - 47.7 -47.3 -46.8 48.5 -46.2 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 18 ft -52.4 -51.1 -50.2 -49.5 - 48.9 - 48.4 - 48.0 - 47.7 -47.3 +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 -49.5 -49.1 -48.7 -48.4 _.„ +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9.� +44.5 +44.2 22 h -54.6 -53.3 -52.4 -51.6 -51.0 -50.5 -50.1 -49.7 -49.4 +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 24 N -55.6 -54.3 -53.3 -52.8 -52.0 -51.5 -51.0 -50.6 -50.3 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 26 k -56.6 -55.2 -54.2 -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 *47.5 +47.1 +46.7 28 h -57.5 -56.1 -55.1 -54.3 -53.7 -53.2 -52.7 -52.3 -51.9 +53.0 *51.6 +50.6 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 30 k -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 32 h -59.1 -57.7 -56.7 -55.9 -55.2 -54.7 -54.2 -53.8 -53.4 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 34 ft -59.9 -58.4 -57.4 -56.6 -55.9 -55.4 -54.9 -54.5 -54.1 34 h +55.2 +53.7 +52.7 +51.9 +51.3 +50.7 +50.2 +49.8 +49.4 36 ft -60.6 -59.1 -58.1 -57.3 -56.6 -56.1 -55.6 -55.1 -54.8 38 ft +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 38 ft -61.3 -59.8 -58.7 -57.9 -57.3 -56.7 -56.2 -55.8 -55.4 40 h +56.5 +55.0 +54,0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 40 h -62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -58.4 -56.0 42 h +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 h -62.6 -61.1 -60.0 -59.2 -58.5 -57.9 -57.4 -57.0 -56.6 44 h +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 h -63.2 -61.7 -60.6 -59.7 -59.1 -58.5 -58.0 -57.5 -57.1 46 h +58.3 +56.7 +55.7 +54.8 +54.1 +53.5 +53.0 +52.6 +52.2 46 k -63.8 -62.3 -61.2 -60.3 -59.6 -59.0 -58.5 -58.1 -57.7 48 ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 h -64.4 -62.8 -61.7 -60.8 -60.1 -59.6 -59.0 -58.6 -58.2 50 h +59.4 +578 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 50 ft -64.9 -63.4 -62.2 -61.4 -60.7 -60.1 -59.5 -59.1 -58.7 52 ft +59.9 +58.3 +57.2 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 52 ft -65.5 -63.9 -62.8 -61.9 -61.2 -60.6 -60.0 -59.8 -59.2 54 R +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 h -66.0 +60.8 -64.4 +59.2 -63.3 +58.1 -62.4 +57.2 -61.7 +56.5 -61.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54,5 56 ft -66.5 -64.9 -63.7 -62.9 -62.1 -61.5 -61.0 -60.5 -60.1 60 ft +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 60 ft -67.5 -65.8 -64.7 -63.8 -63.0 -62.4 -61.9 -61.4 -61.0 +62.2 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 Mean Roof DESIGN PRESSURES (PSF) - Zone 5 Tributary Area Sq Ft) Height 10 15 20 25 30 35 40 45 50 0 -15 ft -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -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 -64.6 -62.1 -60.3 -58.9 -57.8 -56.8 -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 R - 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 22 N - 87.4 -64.8 -62.9 -61.4 -60.2 -59.2 -58.4 -57.6 -56.9 +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 24 h -68.7 - 66.0 - 64.1 - 62.6 - 61.4 -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 k -69.8 -67.1 -65.1 - 63.6 - 62.4 -61.4 -60.4 -59.6 -58.9 +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 h -70.9 -68.2 - 66.2 -64.6 -63.4 -62.3 -81.4 -60.6 -59.9 +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 30 ft -72.0 -69.2 - 67.1 -65.6 -64.3 -63.2 -62.3 -61.5 -60.7 +53.8 +52.3 +51.3 +50.6 +49.9 +49,4 +48.9 *48.5 +48.1 32 ft -73.0 -70.1 -68.1 -66.5 -65.2 -64.1 -63.1 -62.3 -61.6 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 34 ft -73.9 +55.2 -71.0 +53.7 -68.9 +52.7 - 67.3 +51.9 - 66.0 +51.3 -64.9 +50.7 -64.0 +50.2 -63.1 +49.8 -62.4 +49.4 -74.8 -71.9 -69.8 - 68.1 . -66.8 -65.7 -64.7 -63.9 -63.1 36 R +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 38 ft -75.7 -72.7 -70.6 -68.9 -67.6 -66.5 -65.5 - 64.6 -63.8 +56.5 +55.0 +54.0 +53.1 *52.5 +51.9 +51.4 +51.0 +50.6 40 h -76.5 -73.5 -71.3 -69.7 -68.3 -87.2 -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 h -77.3 -74.2 -72.1 -70.4 -69.0 -67.9 -66.9 66.0 -65.2 +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 h -78.0 -75.0 -72.8 -71.1 -69.7 -68.5 -67.5 -66.6 -65.8 +58.3 +56.7 +55.7 +54.8 +54.1 +53.5 +53.0 *52.6 +52.2 46 h -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 ft -79.5 -76.3 -74.1 -72.4 -71.0 -69.8 -68.8 -67.9 -67.1 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 50 h -80.2 -77.0 -74.8 -73.0 -71.6 -70.4 -69.4 -68.5 -67.6 +59.9 +58.3 +57.2 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 52 ft -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 -69.9 -69.0 -68.2 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54,5 +54.0 54 R -81.5 +60.8 -78.3 +59.2 -76.0 +58.1 -74.2 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 56 ft -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 60 ft -83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 +62.2 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 04/19/2006 - 3:31 pm francoc F:\03 Elements \10 Loading\11 Calculators\ASCE 7- 02 \_FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg 2004 FLORIDA BUILDING CODE & ASCE 7 -02 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. ' •: DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS.b USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESUFABLE 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARRkUUNDER -DESIG FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITaRIOR 3: USE VALID ONLY FOR BUILDINGS LESS THAN 60' ROOF Hal:;)1T. E F ALL ' • SLOPES. SP FOR SLOPE J F51 CS LL L hF 1" �fcN �`.° • EER AS A A SITE ITE SPECIFIC IFIC C0ND ONDO•. 'I ' rX H ILD '� VERAGE) ROOF HEIGHT. 1 I CANNOLBE IDE D, • OOF HEIGHT. D /6. ALWAY7OUND_UP_R0 ASSOMPPTI ©LNjr • r� TO NEXT TABLE VALUE �R r o 7- CAt"CA E`mE'TRIBUT'q. Y A F THE OPENING IN QU "-THESPAN-CENGTH (HEIGHT)? D BY AN EFFECTIVE WI•' TH_AN.ONE•Ik{IRp'i 'e %EIGHT 2 / 3). USE THE Aq C OPENINGS O LYr rHTSNtUDES A ETWEEN STRUCiURA1oMULLS. A OAN PENING CANNJTI - , ( Q BE U ED. ALYyYYAYS ROUND U TRIB ThAN -P BL 8. IDE • I•i,,EE ZONE OF=LHE U - R INFORM Y DERED -THE MORE CRITI 9. READ AND NEGA MUNICIPALITY IN ACCORDANCE WIT WIND VELOCITY =146 MPH EXPOSURE 'C' •L C GENERAL NOTES: •••• 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TAAL ARE Q(. • • • VALID WHEN SIGNED & RAISED SEALED BY FRANK L. ENNAgDO, P.E. • • • g • 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRAjE DERIGN WIND R USE OFT ESE TABLES AND CORRESPONDING WIND VEADCC1TYy XPOSUB$E�ADID QTHER LISTED. • • COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFJED BY TF4RDOVERNING • • • • • •. BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRRMf1 FOR APPLICABILITY OF TABU • VALUE USE IS OFFERED HEREIN. • • • • • • • • 3. THIS SPECIFICATION I5 NOT INTENDED TO °FFEILRt�'�'RaDUCT APPROVED • • CERTIFICATION. REFER TO ANY SEPARATELY SUBMI J RI jST CTERIR IRN,P dTFJ ER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY THESE TABME• • • VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORD/IN E WITH GOVERNING CODES. • • 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A C.Q/EGORY II • • • • • (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTIOrDAA11V AN IMPORTANCE/FACTOR • • • • • I -1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL f9LL�IIL S OR ASS8MBL' OCCUPANCIES. • TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES j4OT VALID FOR • HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GQp►•414) 8) ENCLOSED BUILDING ONLY. • VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WiTH LeCA%BUILDINCoVRARTMENT. IIVN2 • = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FORlVALLS AIED VERTICAL SURFACES ON6Y. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORD ANCES. • • • • • • • • • 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRIT! OF •HOST STRUCTURE. • 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDIT.I AL GERTIFICA'Retbt AFFIRMATIONS ARE INTENDED. • a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER 15 SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES - FOR ALT Kd '15 BELOW. BY A BLE USE. N 10° OOFnt+O[GHT CrEISER PSt N R�Y N E TH) OR D Nr� LESS ST U RAL E 11 TARY THE MOST CRITICAL 10 SQUARE 1 +) SHALL TARY AREA DOWN TO THE LESSER TABL LARGER USE THE LARGEST PUBLISHED VAL NTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER RS. ANY QUESTIONABLE OPENING IS TO BE RIOR) ZONE. E PRESSURES FOR USE AS REQUIRED BY THE LOCAL ODE. •• • PEAK ROOF HEIGHT MEAN ROOF HEIGHT 7 O . 7 1 0, REMARKS INIT ISSUE DRWN CL CHKD FLB DATE 04/19/06 TN15 DOCUMENT IS ME PROPERTY OF FRANK L BERNARDO P.E AND SHALL NOT BE REPRODUCED M WHOLE OR PMT WITHOUT WRITTEN CONSENT OF FRANK L. BERNARDO, P E Al1EPA00N5, ADDITIONS HtOHUGHIWG OR 01HER WRKWGS TO THIS OOCUMENT ARE NOT F80000 TED AND INVALIDATE OUR CERTIFICATION 1111111 11 IIInII11 I1DIIIUIIIIIIIIII 2004 FLORIDA BUILDING CODE ASCE 7 -02, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ENGINEERING EXPRESS ® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 49885 A FRANK L. BENNARDO, P.E., INC, INNOVATION N N c !1 tao (p 119" to 'i 1 11 10 d1 r! N !Z ! 12 40 0 up - 34X 33X 8 3DX150 7 / X go. 31 X38 1 -1 ) a' 3/ X38 39 Y63 2603 26)(6 53 )(63 rte From' z F206 to goo, g D & g . . t" erg - ► oz-Z- . ( - N S o I -'D ) 36 XSo 1 9X38 1 1L J 4 irxb3 X38 Ro ll - 3 - 1X 0 5_3KCQ •• • • •- ••• •.•..• • •••••• • rr •• • •• /• • cr 6 •••.. • . •.• c •.••.. • •• • • • • • • • ..•••• • • • • • • • • •• •• • Z1X( 3 ilia 63 6 16 • • •. 16" .•..•. • : .• ••.••• • •. • Q •. § •• ••U) •• • D - v m 01 l0 CAI N 06 ••• • • • • • •••• • • • • •• • •• • • e e e • • • • • • • • • • • • • • i • • • - • • • • • • •••• • •• •••.• • • •• • •••� •• ••• ••• • • b • O • • • ;U • • • •••• e••a• U) • • • • •••• • • • • • •••f•• •• •• •••• • xi • • • • rn 03 CD M IA M I•DADE • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCb • • • PRODUCT CONTROL DIVISION Jeld -Wen, Inc. 31725 Highway 97 North. Chiloquin, OR 97624 SCOPE: • •.• •.• • • • • • • • • • • • • . • •• • • • • • • • • • • o • ••• • ••• • • • • • • • • • . ••• • • NOTICE OF ACCEPTANCE (NOAt�� • •: : .•. • • • • • • • o • • • • • • . 1 : • • 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 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: Series Jeld -Wen® Steel W/E Outswing Opaque Insulated Steel Doors APPROVAL DOCUMENT: Drawing No. DC9921, titled "Outswing Opaque Insulated Steel Double Door in Wood Frame ", sheets 1 through 6 of 6, prepared by R.W. Consulting, Inc., dated 9/25/00 with revision No: 1 dated 10/14/02, 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: 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- 1003.04 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- 1022.14 Expiration Date: December 02, 2007 Approval Date: December 19, 2002 Page 1 o •• • .IeId -Wen. Inc. • • • • • • • • • • • •• • • • • ▪ • • • • • • •••• •• • • NOTICE OF ACCEPTANCE: `• EVIDENCE SUBMITTED (For File ONLY. Not part of NQQ) • • .. •• ••• • ▪ • • • • • • • A. DRAWINGS • • • • • • 0 • • 1. Manufacturer's die drawings and sections. • ... • 2. Drawing No. DC9921, titled "Outswing Opaque Insulated Steel Double Door in Wood Frame ", sheets 1 through 6 of 6, dated 9/25/00 with revision No. 1 dated 10/14/02, prepared by R.W. Consulting, Inc. B. TESTS Submitted under NOA No. 99- 0624.05 1. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Large Missile Impact Test, per TAS 201 -94 5) Cyclic Loading Test, per TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with manufacturer's parts and section drawings marked up by Certified Testing Laboratories Inc., Test Report No. CTLA- 395W -1 dated 05- 07 -98, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS Submitted under NOA No. 99- 0624.05 1. Anchor Calculations dated 03- 29 -99, prepared, signed and sealed by mark Fetherman, P.E. D. MATERIAL CERTIFICATIONS 1. Tensile Test report No. CTL99007 dated April. 06, 1999, issued by Certified Testing Laboratories Inc., for steel samples tested per ASTM E8 -96, signed and sealed by Ramesh Patel, P.E. 2. Test reports No. J9906660 -001 for "Surface burning characteristics" per ASTM E -84 and "Self ignition test" per ASTM 1929 D, for polystyrene core dated April 8, 1999, issued by Intertek Testing Services. E. STATEMENTS None • • •• • • .•. • . •• • • • • • • • • • • • • • • • • • • • • • • • ••• F. OTHER 1. Notice of Acceptance No. 00- 1003,04, issued to Jeld -Wen, Inc. for their Series "DoorCraft® Steel" Outswing Opaque W/E Residential Insulated Steel Double Doors, approved on 01 /11 /01 and expiring on 12/02/02. E -1 • Manuel P ' Product Control �"LT. • er NOA No 02- 1022.14 Expiration Date: December 02, 2007 Approval Date: December 19, 2002 TABLE OF CONTENTS SHEET N DESCRIPTION 1 COMMON (GENERAL NOTES, TYPICAL ELEVATION) 2 DOUBLE 6'8" WOOD FRAME (ANCHORS, ELEVATION) 3 DOUBLE WO' WOOD FRAME (ANCHORS. ELEVATION) 4 DOUBLE DOOR HORIZONTAL CROSS SECTIONS 5 DOUBLE DOOR VERT. CROSS SECTIONS (BILL OF MATERIALS) 6 COMMON (DOOR MODELS. LOCK DETAILS) 'ifl / \ \ DESIGN PRESSURE RATING \� \ \�\ REQUIREMENT I I5 n NEED NEEDED REQUIREMENT 15 NOT NEEDED POSITIVE + 48.0 pot 8.0 pef NEGATIVE — 51.0 DO 51.0 pef JELD -WE STEEL OUTSWING OPAQUE DOUBLE DOOR WOOD EDGE INSULATED STEEL DOOR WITH WOOD FRAMES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDMON FOR MIAMI —DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS USTED AS SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: — FOR 6'B' WOOD FRAMES; SEE TABLE THIS SHEET — FOR 8'0' WOOD FRAMES; SEE TABLE THIS SHEET 6. ALL DIMENSIONS ARE GIVEN IN INCHES UNLESS OTHERWISE SHOWN. OUTSWING INSULATED STEEL DOOR (Common to all frame conditions) Door I eof Construction: Face sheets. 24 go. (0.020") minimum thickness. Galvanized steel A -525 commercial quality — AKDO per ASTM 620 with yield strength Fy(min.)w24,600 psi. CoreCore design: Expanded polystyrene with 1.0 to 1.25 lbs. density. Construction: steel face sheets glued to expanded polystyrene (EPS), with wood rails and Laminated Veneered lumber stiles and o wood lock block reinforcement. O.A. MAX. FRAME WIDTH 74 -1/2" C 6 7 -7 HEIGHT COLONIAL 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARITY OF VIEW) O.A. MAX. FRAME WIDTH 74-1/2" 8' -0" HEIGHT By, •• • • • •••••• • • • • • • • • •• • Approsed as complying with t Florida Bidding Code Due NOM M1ad Dade Plods Card J wDM DO O O W0 - F m • 1• � 1../j • 7 o • O • •Z Ol •I • • • • • • • CKK ••• Z 0 N 0 • • • • 1- O z 01 m • 3 0 = rr7 ao z O z — w I 5 O n — w = n lea • • • • • • • DATE: 9 /25/00 SCALE: N.T.S. MO. ar: TJH • RW DRAWING NO.: DC9921 SHEET 1 OF 6 0 V, O NZ Z —I — a cr Li .ii•••• W0 • • • • - C 0 - 0 - 0 0 1 • � ••••• • II 1 ••• • • O 000 • / • • • • N • Z • O • ••••• C6 • •••••• • • F-� /\ I I 1 • • • • • a 000 • • • • • • • • • • • ••• • _• • • • •O. •A. • MA*. FRAME HEIGHT 97 -3/8" IP Ril T'eT 'ifl / \ \ -7 0 : 12 0 0 / \ JELD -WE STEEL OUTSWING OPAQUE DOUBLE DOOR WOOD EDGE INSULATED STEEL DOOR WITH WOOD FRAMES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDMON FOR MIAMI —DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS USTED AS SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: — FOR 6'B' WOOD FRAMES; SEE TABLE THIS SHEET — FOR 8'0' WOOD FRAMES; SEE TABLE THIS SHEET 6. ALL DIMENSIONS ARE GIVEN IN INCHES UNLESS OTHERWISE SHOWN. OUTSWING INSULATED STEEL DOOR (Common to all frame conditions) Door I eof Construction: Face sheets. 24 go. (0.020") minimum thickness. Galvanized steel A -525 commercial quality — AKDO per ASTM 620 with yield strength Fy(min.)w24,600 psi. CoreCore design: Expanded polystyrene with 1.0 to 1.25 lbs. density. Construction: steel face sheets glued to expanded polystyrene (EPS), with wood rails and Laminated Veneered lumber stiles and o wood lock block reinforcement. O.A. MAX. FRAME WIDTH 74 -1/2" C 6 7 -7 HEIGHT COLONIAL 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARITY OF VIEW) O.A. MAX. FRAME WIDTH 74-1/2" 8' -0" HEIGHT By, •• • • • •••••• • • • • • • • • •• • Approsed as complying with t Florida Bidding Code Due NOM M1ad Dade Plods Card J wDM DO O O W0 - F m • 1• � 1../j • 7 o • O • •Z Ol •I • • • • • • • CKK ••• Z 0 N 0 • • • • 1- O z 01 m • 3 0 = rr7 ao z O z — w I 5 O n — w = n lea • • • • • • • DATE: 9 /25/00 SCALE: N.T.S. MO. ar: TJH • RW DRAWING NO.: DC9921 SHEET 1 OF 6 0 V, O NZ Z —I — a cr Li .ii•••• W0 • • • • - C 0 - 0 - 0 0 1 • � ••••• • II 1 ••• • • O 000 • / • • • • N • Z • O • ••••• C6 • •••••• • • F-� /\ 'ifl \ 0 0 / DO DI JELD -WE STEEL OUTSWING OPAQUE DOUBLE DOOR WOOD EDGE INSULATED STEEL DOOR WITH WOOD FRAMES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDMON FOR MIAMI —DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS USTED AS SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: — FOR 6'B' WOOD FRAMES; SEE TABLE THIS SHEET — FOR 8'0' WOOD FRAMES; SEE TABLE THIS SHEET 6. ALL DIMENSIONS ARE GIVEN IN INCHES UNLESS OTHERWISE SHOWN. OUTSWING INSULATED STEEL DOOR (Common to all frame conditions) Door I eof Construction: Face sheets. 24 go. (0.020") minimum thickness. Galvanized steel A -525 commercial quality — AKDO per ASTM 620 with yield strength Fy(min.)w24,600 psi. CoreCore design: Expanded polystyrene with 1.0 to 1.25 lbs. density. Construction: steel face sheets glued to expanded polystyrene (EPS), with wood rails and Laminated Veneered lumber stiles and o wood lock block reinforcement. O.A. MAX. FRAME WIDTH 74 -1/2" C 6 7 -7 HEIGHT COLONIAL 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARITY OF VIEW) O.A. MAX. FRAME WIDTH 74-1/2" 8' -0" HEIGHT By, •• • • • •••••• • • • • • • • • •• • Approsed as complying with t Florida Bidding Code Due NOM M1ad Dade Plods Card J wDM DO O O W0 - F m • 1• � 1../j • 7 o • O • •Z Ol •I • • • • • • • CKK ••• Z 0 N 0 • • • • 1- O z 01 m • 3 0 = rr7 ao z O z — w I 5 O n — w = n lea • • • • • • • DATE: 9 /25/00 SCALE: N.T.S. MO. ar: TJH • RW DRAWING NO.: DC9921 SHEET 1 OF 6 0 V, O NZ Z —I — a cr Li .ii•••• W0 • • • • - C 0 - 0 - 0 0 1 • � ••••• • II 1 ••• • • O 000 • / • • • • N • Z • O • ••••• C6 • •••••• • • F-� Anchors Typical Opposite Jerrie 14' TYP. 14 TYP. 14 TYP. 14 TYP. 14 TYP, X12" MAX A .. 12 =-- MAX R® OR 12" MAX. ANCHOR LOCATIONS 12 "-- MAX. B� r 6'8" 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARITY OF VIEW) • • • •• •a.••. • • • • • •• • • •. • • • • Approval of camply:og wide the Florida Bidding C de Date NOM Mane Dade PeoQut C By�r ✓ /.. JIt ti 0 Z N N. m m m n u7 U Q CC N ? 2 O Z O Z n W 2 5 ° a I 0 N n _J ^ _ _ H) U d J m 0 CC °p to 0_ J0 ° W O O c>N • O Z • o 0 o e 4,100 • • • • DATE: 9 /25/00 SCALE: N.T.S. DWG. BY: TJH CHK. rn: RW DRAWING NO.: DC9921 SHEET 2 OF 6 • • • •• • • • • •••• • •••• • ••• • • ••• •••• • • 90.0 • •.••• • 17' TYP. 17' TYP. MAX. MAX. '° 6" � MA. MAX. . MAX. MX. —12 —12' MAX. MAX ANCHOR LOCATIONS (SHOWN FOR CLARITY OF VIEW) 8'0" 6 PANEL DOOR VIEWED FROM EXTERIOR DATE: 9 /25/00 suu: N.T.S. BY TJH cNK. er: RW DRMNG NO.: DC9921 1- 0 z Z n p rn f• - • 3 V = M Z V Z W 2 3 p I ul p 0 ^ J • W 2 r•) V [L _I La C OOW d J0 VW O o 3 Z •i •fpz • N v •I€• cl • • ,• • • / • • • • ••• 1 • • • • • Z 0 K t4 W w 0 a a • • • CONSU (813) 684 -3831 sNEET 3 or 6 1 N Z 0 > Q > 2 03J p Lip J Z 7 Q O • • • ■Z ■• • d ••••• • � •••• • • •• ••• vJ •••• Z • 0 • 9 • •• •• K • • •••••• • • NOTE: 1s • a • a • 0 1. _ANL, . 1 rellion r. 4,0“ 0 O co ® © 0 J (TYP. INSTALLATION IN 0 2X WOOD BUCK) 1.15" MIN. EMB. MEP 0 1 -3/4" 36.0" MAX. WIDTH ACTIVE PANEL ACTIVE PANEL W/ ASTRAGAL 0. A. MAX. FRAME WIDTH 74.5" INTERIOR EXTERIOR HORIZONTAL CROSS SECTION 1. 6'8 AND 8'0 ASTRAGAL #9 X 1" PFH WS MAX. 13" ON CENTER • m It 0 0 et m m 36.75" MAX. WIDTH W /ASTRAGAL 0 4 BY • • p.• • • ••• •• ••• •• • • • • • •••• • • •••• 1 -1/4" M • ••• • (TYP. INSTALLACCI4 • • • THRU 2X W00 BUCK INTO MASONRY, • • • • • •• • Approved ns complying ailb rM Florida � Dote Y ` . if l .i NOM #Y.aflY.AC Miami Dodo prodotl 6 CO M 0L. 00LL 0g w Z pp N 3 O • it • • • • • • • • • • • • • I • • • • �• • • • • • • • m W 0 0 a • w 0 0 DATE 9/25/00 SCALE: N.T.S. DWG. BY: TJH c a. Err: RW DRAWING NO.: DC9921 m 0 S 0 a Z z m n dl < N 0 N r7 Z U Z la 5 3 0 a " M 0 a. SHEET 4 Of 6 J O U w o u, o 00 w 0 U m � 0a.•• •• O • • • •.•••• • • •••• • • z • N •• •••••• • • •••••• NOTE: 1. 6'8 DOOR LATCH LOCATED AT 36.0" FROM BOTTOM OF PANEL. 2. 6'8 DOOR DEADBOLT LOCATED AT 41.5" FROM BOTTOM OF PANEL. 3. 8'0 DOOR LATCH LOCATED AT 36.0" FROM BOTTOM OF PANEL. 4. 8'0 DOOR DEADBOLT LOCATED AT 48.0" FROM BOTTOM OF PANEL. MAX. PANEL VIDTH 36.0' C"r E010 00 DOOR MODEL Ern and EMBOSSED) • • • • • •• • • • • • • •• • Approved as complying whit the Florida Balding o c Dare NOM! M1uI Dade ".... 8 Y J W m W � O o O E 4 O W O w0 Z 1 • f ���r��; ppppp Z j • • $Q •p • — • • • • • • • 1 • •• • • 1 1•• ••• •1 • • • 1• S z z N N r•-• T t` al t o ; 0 N c o S M Z O Z W = 3 O I N O 01 D n J uj a • • 1 • • • DATE: 9/25/00 SCALE: N.T.S. 0. Br: TJH crw Br: RW DRAWING NO.: DC9921 J J _ 0 L7 N O aW a o O SHEET 6 OF 6 O 000 pQ ••••• Q Z • • • •■•••• z • 203 •••••• • • z ••••• • • 0000 Z • O • W y • 00000 c • • 000000 • • GARBAGE TAX RECORD PAID BY YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER %. �p �'E • \\ 1940 —Tho Slam. / . ��/ / O - 0 ® 4 k — lk- °V y��,' rt y' /o /Y >/ 9� /, / °/b -V \ 4-, O �I; , C- � ,L,,,' ,o c c- _ '. , . se 1941 • � �A f; ' ..- 1942 Al 1943 __‘__Afvet.. :r V 1944 Oa -In • 22 -3.4 '3 , �,.77 ii -J f�J� 1945 / ✓ /( �`_ f, . - Q A �, -`' �� 1946 1947 //a • e G.' /••,/ 7- ' sF / / 1--: t; CC i° / I y r/ 1( ' 1948 /2. 0-0 / ..- 3l K /1 /1_ - )-- ? I /°/ S`/ '/ 1949 '„ c - (12 1.2-31- � /d (9)/, ,, ., l4 V ,42 / 7 94 r ., 1950 /f GARBAGE TAX RECORD 349 N. H. 96th St. by year annual tax period used amount paidi date paid receipt # G. H. Hunt /1S /C? /x• - /Q- / -�- / /5-9/6 No. STREET PAF1T OF LOT LOT BLOCK SUBDIVISION ROOF COST OF BUILDING PERMIT FEE 1�^ r ✓` FRONT DEPTH HEIGHT STORIES TYPE OF CONSTRUCTION BUILDING TO BE USED FOR ROOF COST OF BUILDING PERMIT FEE 1�^ r ✓` - Frame, Tile Concrete, Stucco Res • =: ce A • ts. Stores Hotel 1 BUILDING PERMIT • Owner of Building Architect Contractor or Builder PROPOSED LOCATION DESCRIPTION OF BUILDING MIAMI SHORES VILLAGE r OFFICE OF BUILDING INSPECTOR ,r Miami Shores Village, Florida, N9 578 This permit is issued to 'g To '. the building above described, as per application, Plans and Specifications heretofore filed in this office. This permit is granted upon the express condition that all facts stated in the application are true and that the construction complies strictly with the plans and specifications submitted, and in accordance and compliance with the building laws of the State of Florida and with the building ordinances and zoning laws of Miami Shores Village, and rules and iliw the building department of Miami Shores Village. This permit may be revoked at any time upon the violation of any provisions of said s, ordinances or rules and regulations, or upon any change in the plans and specifications „unauthorized by the building inspector. BUILDING INSPECTOR In consideration of the issuance to me of this building permit I hereby agree to do the proposed constru ton in strict conformity with the application and plans and specifications thereof heretofore by me submitted, and in compliance with all provisions of IT building,laws of the State of lorida, all the department of Miami Shor4t;/Village. l l W _r Dated , 19 r building ordinances and zoning laws of Miami Shores Village and all rules and regulations of the buildi (SEAL) UILDING ECTRICAL UMBING PERMIT W.' 5458 Work to be performed under this Permit wner of f i•chitect ontractor - Builder cgal Lot escription MIAMI SHORES VILLAGE, FLORIDA DATE ' 194_+ Contractor's License No. Bl. Subdi- vision ddress of � Value of Amt. of { gilding _ ,:...• Project Perniit � " This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any ans, drawings, statements or specifications that inay have been submitted to and approved by the proper municipal authorities. This Permit may be revoked any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this amit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and gulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- ulity for work done by his agents, servants or employees. Signed• �•' ` By INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations 'rtaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. - accepting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY ' BU,ILDING ELECTRICAL PLUMBING Owner of Building Architect Contractor u / 4 " or Builder J( A "' Legal Lot Descr_ption Address of Building j7 Work to be performed under this Permit OR BUILDER MIAMI SHORES VILLAGE, FLORIDA DATE 194 PERMIT N? 5458 Subdi- vision BY Contractor's License No. Value of Amt. of ` z lr i Project Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and w th the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or wings or in,thestatenients or specifications a at he as;�tnnes respon- sibility for work done by his agents, servants or employees. st Signed.. 144- r---/P `a By 4 INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all.pjdinances and r gulatigQns pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorf!,of Miami Shor4s V3llaoe. In accepting this permit I assume responsibility for all work done by ether myself, my agent, servant or employee. AUTHORITY MIAMI SHORES VILLAGE Office of Electrical Inspector CERTIFICATE OF INSPECTION PERMIT No. THIS CERTIFIES THAT the wiring and apparatus installed at by Address for f owner, and occupied as has been inspected and current is authorized to be fumed on, until otherwise notified, for: Size of Service Number of Lighting Circuits Range watts. Water Heater watts Power: Connected load '" H. P. Space Heaters watts Other Apparatus ELECTRICAL INSPECTOR. 0!7NER ARCHITECT 1 r BUILDING P:.aRI.1IT RECORD MIAMI SHORES VILLAGE FLORIDA APPLICATION DATE C ONTRACTOR Application is hereby made for the approval of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in com- pliance and conformation with the Building Ordinance of the Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all Ordinances of Miami Shores Village, and all rules and regulations of the building Department of Miami Shores Village, shall be complied with, whether specified or not. LOT °. �`� BLK.L }3 SUBDIVISION STREETY6 ' NE�:' "ADDITION REPAIRS / NUMBER OF STORIES ROOF / vs 0 TOTAL COST 77- /u. j Building to be used for 4/ I hereby submit all the plans and specifications for said building. STATE CF FLORIDA) COUNTY OF DADE ) My Commission expires Chairman Member Member S;cretary Building Inspector Permit No Issued to Electrical Permit No. Cubic Feet; Cubic Feet required in th :Is Block :"Ll..NNING BOARD • Plumbing Permit No. and no other use. Signed '% Date Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgment, personally appeared to me vre l known, and who, being by me first duly sv:orn, upon oath deposes and says that he is the builder of the above described construction, that he has reed the foregoing application, and that he did sign the same, and that facts stated by him are true. Read, Sworn and Subscribed before me, Notary Public (Signed)_ Painting Plastering Lathing Electrical Mason.& Concrote Plumbing Roofing Glazing Tile Miscellaneous 1 v LIST OF SUB- COITR.A'CTORS Bldg. Permit No. 2 /) / Y Type // New Const. Date Lic. No Address or Phone eneral Contractor Lic. No. Add Zon3 Req.Cu. Cub. Conti Plat Restriction Chkd. By To Planning Board Re-Submitted to P.B. / Plan & Spec. Checked By,,, To Council ess or Fnone Approved 1-.2,4, Approved Rejected Date, Approved Rejected co Stories 41r>, Roof A.Itare.tions JFe epai rs Plumbing Permit N 4 Drite / 2 -je, FOE; ---- — ,,' a•-?, Septic Tank ,Lj:&t. _ il . . -=',:--?,'- ' " rt ---1_____________ i Sewer it Miscei. ,,V, 7) i / tr .4 //- C 7 ° i 7 " New Const.- .A.ltoraticn Repairs . Electrical Permit N Fixtures Heater Motors Mist' 1. New. Const. Bldg..... Lnsp. Found.tion Beams & Lintels Final Final Clean -Up . Da e Plumbing Insp. Date Roughing Fixtures -- AD Sewer Septic Tank Solar Heater Final Cert. Electrica.l - Insp. Date Rough Fixtures /� - �► Final By By n 11 I� J i r pr iii J.... j.� By Service C. K. to .Power Date� Alteration • Re -Insp. y Re- nsp.W Re- Tn.sp.�' By Re- Insp.. u II Re airs R e- .Insp.By THIS CHECK IN FULL FOR ITEMS LISTED BELOW. DeleilirtitORE DEPOSITING. NO RECEIPT NECESSARY. /1 7 , , • i n. - of rerl: - Se :.tio ank Drai - Pfu...al ;.; uiVC 1 r c PC.rhlit 1'10 . To out SWITCH OUTLETS LIGHT OUTLETS PLUG RECE'P'T'S FIXTURES NO.LAMPS REFRIG. OUTLET IRON OUTLET RANGE OUTLET RANGE CONN. WATER HEATER W. HEAT. CONN. $PACE H EATER STRIP HEATER TOTAL CONTR. LIST CHECK ENT. SW. DIST. CAB. SERVICE TEMP. SERVICE PERM. MOTORS 0-1 HP MOTORS 1 -5 HP NEON TRANS. RADIO TOTAL. CONTR. LIFT , CHECK New Building Amount of Permit $ STATE OF FLORIDA, COUNTY OF DADE. SS. MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT Permit No.____,�__ — Date Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address _ ______ ' No _. Street Registered Architect and /or Engineer ___________ Employing Electrician's Name Location and Legal Description Lot_ Street and Number where work is to be performed —No State work to be performed and purpose of building (By Floors) No Street _ Block - Subdivision_ Street Remodeling Addition Repairs No. of Stories Overhead Service Size Feeders f Amps. ____ Main Fuses Amps i Underground _ ' Conduit _./..., Main Sw Type of Installation— Conduit Tubing ' - B.X.L. Metal Moulding Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The under signed agrees to employ only such sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. My Commission Expires (Signed) (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared — — — — -- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Notary Public, State of Florida Master Electrican. NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. USE. 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