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WS-9-09-1559
Inspection Number: INSP - 137894 Scheduled Inspection Date: December 29, 2010 Inspector: Bruhn, Norman Owner: DEFEDE, JAMES Job Address: 10650 NE 11 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: NATIONAL GLASS AND CONSTRUCTION COMPANY Building Department Comments December 28, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS -9 -09 -1559 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1122320280670 Phone: (305)599 -0909 7 windows Permit on hold. Check bounced.Must pay with credit card or cash. PAI D Passed li/ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 125072. Windows have been installed in the old frames. Remove old windows befor installing new windows. The existing muliian are not sufficient. Stopped inspection. Contractor to be on the job for next inspection. NB Page 2 of 10 BUILDING PERMIT APPLICATION FBC 20 JOB ADDRESS: SO me, c1.5 kt€. State Certification or Registration #: Contact Phone #: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ Type of Work: Address ❑Alteration Description of Work: p r o Tv-1 4i& r t 6 a S! I N Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): ImeS Phone #: 0D 'n - i s 7 1 Address: y IJC / fi A'� City: (1 et t /f 1 61-to res State: Zip: : 1' i e Tenant/Lessee Name: Phone #: Email: ede CL! 'pi City: Miami Shores County: Folio/Parcel #: /O . a 4c)6 70 Is the Building Historically Designated: Yes NO CONTRACTOR: Company Name: N C : .I C.-4C bc,, `f GA S i Cu (TIC eP& Phone #: `:17 117 0909 Address: 77G 1 AJ a`5 & „ 7 J City: t C L State: B- L Qualifier Name: MAUI/0 LeA 1 atAiira O New r Flood Zone: Miami Dade Zip: Phone #: Permit No. 10 s 69 ° �. �9 Master Permit No. Zip: 33 - Phone #: kci - ©qpi Certificate of Competency #: ("X p y) `- o 1 Email Address: Q 4 L A O 1Z t Q 1. e mok l Square/Linear Footage of Work: ORepair/Replace 1 1 1.11 ❑Demolition 4 ) vIned0 COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: * * * * * * * * * * * * * * *, * * * * * * * * * * * * * * * * * *** * ** F * * * * ** * * * * * **** * * * * * * * *** *** * ** Submittal Fee $ Permit Fee $ i ci CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ TRIO 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 estimate promise in good faith that a copy of the notice of commencement and construction lien 1 whose property is subject to attachment. Also, a certified copy of the recorded notice of c for the first inspecr'o which occurs -seven (7) days after the building permit is issued. inspection will n t : approved anie(reinspection fee will be charged. Signatur; Owner or Agent The foregoing instrument was acknowledged before me this i 3 day of ► , , _, 20 10, b714.4. _ , who is personally known to me or who has produced ll''U ImcvaNst, As identification and who did take an oath. IT 1 My Commission Expires: 4) " . "o® �`O NUmA MANS My Commis ,r ` °: irMARGARIT 4 CABALLERO � strr " "` � MY COMMISSION # DD717844 * MY COMMISSION # DD 835 EXPIRES: October 31, 2011 EXPIRES: February 1, 2011 I-eo NOTARY R. Notary Discount Assoc. Co. APPROVED BY (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Si b Plans Examiner lue exceeding $2500, the applicant must w brochure will be delivered to the person mencement must be posted at the job site nce of such posted notice, the ontractor The foregoing instrume t was acknowledged before day of , 0 by ' who is personally known \to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: A ay w 6 1w' Zoning Structural Review Clerk No Public: Sign: Seal: NURIA MANRIQUE MY COMMISSION # DD 635330 EXPIRES: February 1, 2011 4" Bonded Thru Budget Notary Services VIZ Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR 1 ARCHITECT Permit N. WS - c i -O9 - /S-6-9 � t ° Owner's Name (Fee Simple Title Holder): c t(Y) e6 e Phone #: 3 f; 73 4 77 Owner's Address: /0 65 N /d r» Asiewv e_ City: hi, e mho re -S State : F1._. Zip Code: "33 3 8 Job Address (Of where work is being done): 6z; .i bav� City: Miami Shores State: Florida Zip Code: Contractor's Company Name: N All It one./ C::.)ns17 Phone #: 5- •ice G 1c39 Address: 77c-3 N ,1.73 ° ^� City: 'bo'g State: FL Zip Code: 33! Qualifier's Name : Lie. Number: Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: A J5T ) le. n.�k, t ntekd d�i.n &r Jiv' r�4�rec-n I hereby certify that the work has been abandoned andlor t contractorlarchitect is unable or un illing t • complete the contract. I hold the . uildi ! fficial and the ores harmless for all legal invol Signatur Sig er or gent The fore g g instrument was aknowledged before me The foregot g instru ent was aknowledged before this 18 da of D ^ q ,20 i®,bySPIK :AZ ma c., this 1 1 day of . ►may.: _ . ; ' , 20 by a Who is personally known to me or who has produced who is personally knowti to me or who has produced r i- O. 2l.-� - ? , � N�� as indentification. S l ? ° -- - V as i ndentitication. Nota Public: Sign: Seal: AROARITA CABALLERO MY COMMISSION # 9 D7Z117844 EXPIRES: October ww' FI. Notary Divot Assao. Cc. December 10, 2010 T Bowleg Construction 721 NW 207th Street Miami, Fl 33169 Dear sirs, This is to inform you that I am removing you from Miami Shores Building Permit Number WS-9-09-1559, for the job at 10650 NE llth Avenue, Miami Shores, Fl., 33138. Sincerely, Jim DeFede 10650 NE llth Avenue Miami Shores, FL 33138 (305) 893-4799 m m U.S. Postal Service im CERTIFIED MAIL, RECEIPT (Domesiic Mail Only; No Insurance Coverage Provided) For delivery information visit our website at www.usps.como m CI r-1 Postage = Certified Fee irq CI Return Receipt Fee C (Endorsement Required) Restricted Delivery Fee al (Endorsement Required) N MWPostage&Fees rR P- DEC 1 5 2010 Sent To stmorpggir — 73 mAi Q61 sTit-e City, State, ZIP+4 rYetotrill PS Form 3800. August 2006 e C L- 3.316 n See Reverse for InstrUctions lrV YGr ^...,.J THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM /DD/YYYY) POLICY EXPIRATION M/ DATE (MDD/YYYY) LIMITS LTR A INSRD ❑ GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY LA- 90300816 -09 08/14/2010 08/14/2011 EACH OCCURRENCE 1,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) 100,000 MED EXP (Any one person) 5,000 ❑ CLAIMS MADE d OCCUR PERSONAL & ADV INJURY 1,000,000 S500 BI /PD Deductible GENERAL AGGREGATE 2,000,000 ❑ PRODUCTS . COMP /OP AGG 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ PROJECT ❑ LOC ❑ AUTOMOBILE LIABILITY ❑ ANY AUTO ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON OWNED AUTOS In Other COI COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) [I PROPERTY DAMAGE (Per accident) I L ! 1-- GARAGE LIABILITY ❑ ❑ ANY AUTO ❑ No Coverage AUTO ONLY- EA ACCIDENT . OTHER THAN EA ACC I AUTO ONLY: AGG EXCESS 1 UMBRELLA LIABILITY ❑ OCCUR ❑ CLAIMS MADE EACH OCCURRENCE AGGREGATE • DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION AND No Coverage ❑ TORY LIMITS T A TU S • ER EMPLOYERS' LIABILITY YIN ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under SPECIAL PROVISIONS below E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT OTHER No Coverage DESCRIPTION Commercial OF OPERATIONS / LOCATIONS 1 VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS / Residential Glass Installation ACO OR PRODUCER Lakes Insurance Group 15327 N.W. 60th Avenue, Suite #202 Miami Lakes, FL 33014 Phone (305)512 -4336 Fax (305)512 -6468 INSURED National Glass & Construction Company 7781 NW 56th Street Miami, FL 33166 CERTIFICATE HOLDER Miami Shores Village Building Dept. 10050 NE 2 Ave. Miami Shores, Florida 33138 CERTIFICATE OF LIABILITY INSURANCE DATE IMMIDD/YY) 19/14/10 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERT FICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLIC ES BELOW. INSURERS AFFORDING COVERAGE INSURER A: Tower Insurance Company of NY INSURER B: INSURER C: INSURER IT INSURER E: NAIC # SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE C ' CATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHAL MPOSE • OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS • NTS 0 PRESENTATIVES. UTHORI , REPRESENTATIVE @ 1988-20 • ACO - . ' O -, ON. All rights reserved. The ACORD name an • ogo are registered marks of ACORD ACORD, CERTIFICATE OF LIABILITY INSURANCE D 12/14/2010 PRODUCER Onesource of Florida Ins. Svcs. 18495 South Dixie Highway #110 Miami, FL 33157 - 740 -6949 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSL/rcED National Glass & Construction Co. 7781 N.W. 56 Street Miami, FL 33166 1(305) 599 -0909 INSURER A: CastlePoint Florida Insurance Co. INSURER B: GENERAL LIABILITY INSURER C: INSURER D: EACH OCCURRENCE INSURER E: ,. THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDmONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR 1NSRD ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE(MM/DD/YY) POLICY EXPIRATION DATE(MM/DD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY CLAIMS MADE I I OCCUR DAMAGE PR M ISES (Ea otocauerce) $ MED EXP (Any one person) $ PERSONAL&ADVINJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ I POLICY r— PRO- LOC I JECT AUTOMOBILE f -- LIABILITY ANYAUTO ALL OWNED AL''. OS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS COMBINED SINGLE LIMB (Ea accident) $ BODILY INJURY (Per person) $ • BODILY INJURY (Per accident) $ PROPERTY (PeracCident)DAAMGE $ I ._ ■ AUTO ONLY -EA ACCIDENT $ GARAGE LIABILITY ' ANYAVO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY IOCCUR I !CLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ 1 DEDUCTIBLE RETENTION $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describeunder SPECIAL PROVISIONS below WCP760495800 06/21/11 WCSTATU- OTH TORY LIMITS I I ER EL EACH ACCIDENT $ 100,000 1 06/21/10 I ` I EL DISEASE - EA EMPLOYEE $ 100,000 E.L DISEASE - POLICY LIMIT I $ 500 , 0 0 0 OTHER I DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES! EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CERTIFICATE HOLDER ACORD 25 (2001 /08) Miami Shores Village Building Dept. 10050 NE 2nd Ave. Miami Shores, Florida 33138 CANCELLA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. , AUTHORIZED REPRESENTATIVE ©ACORD CORPORATION 1988 PI* ■ BUILDING PERMIT APPLICATIO FBC 2004 Permit Type (circle): Tenant/Lessee Name Contractor's Address - 7cQ/ c D07 Value of Work For this Permit $ Miami Shores Village Building Department Type of Work: ['Addition ❑A1ttera Describe Work: ( ) tQ /ijth J /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Roofing Zip 6.8972 Permit No.WS _ 6 1 - 0 6 1 'i 59j Master Permit No. Owner's Name (Fee Simple Titleholderl.��a ben Phone # Owner's Address t / 050 & / /00€ CityP 7/ jI -9 State 3313�G Phone # Job Address (where the work is being done) /Q$' kt-& / / -.l U0 • City Miami Shores Village County Miami -Dade Zip iD FOLIO / PARCEL # / / (562P.4, Ciag U470 Is Building Historically Designated YES NO Contractor's Company Nan e • cnus 7an .Ai Phone # /v rso . /'a City/ arn) �Sttattee / Zip a., 4,9 Qualifier Name ii — Y r/VIS�' C'tad! / Phone # 7796 :•Z � State Certificate or Registration NoO ?Oa*- / Certificate of Competency No. C 60_0 32 B 6 k Architect/Engineer's Name (if applicabler Phone # to,c- Oro Square / Linear Footage Of Work: C.CPCO ❑New epair/Replace ❑ Demolition Submittal Fee $500 Permit Fee $ CCF $ I n "" ""' Notary $ Training/Education Fee $ $ Technology Fee $ 4 'a5 Scanning $ (D Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 1 33 `�-- * * * * * * *, * * * * * *** * * * * * * ** * * * ***** ** * * ** F *, * * * * *, * ** * * * * *, * * **** * * * * * * * * * * ** ** ** * * ** r1° See Reverse side -+ 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 installatior 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 bject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first insp Lion which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will be app ove Ind a reinspection fee will be charged. 16 - Signature The fo day of Owner or Agent ing instrument was acknowledged before me this r a The foregoing instrument was acknowledged before me this/ 4 0 , 2 , by ,. ' , who is personally known to me or who has produced NOTARTPUBLIC,STATE OF As identific tl''i ,end tiej g . SCommiSSiOn #DD830155 NOTARY PU j ' mo OCT. 12, 2012 411111P/a. i 110 ::,,i a T11.0 ATLANTIC BONDING co e. -.. 11 11P r �._ . , '. ; Oise ger7nG - ..Pr rtissi®n f`13‘21',301 Cg a ' OCT. 12 :. "112 My Commission Nitta ?:,ad Milting BOOING GO4 Da APPLICATION APPROVED BY: 4 (Revised 07/10/07) Signature day of f Y , 20CF1, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PU IC: FLO CSTA Sew g . toloise 8301E3 Ptor Sign: Print: 414..t.u% Last Contractor BI lft ..•. , My Commislpires: * ** * ** **** ** * * ** * *,r**,t *** * * * *Ki *** ** ** sir *** *pie* *** *** * *Jr**** * , rig** * ** ** * ** ** * ** *** * * *** * *** *fie ** ** * *** **** * *** Plans Examiner Engineer Zoning 69x62 1/2 10650 NE 11TH AVE MIAMI SHORES, FL 33138 •• • •• • • • • • •• • • • • • • • • •• ••• • • • • • •• •• • ••• •• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• • • • • • •• •• • •• • • • ••• • • 69x62 1/2 106 1/2x62 1/2 1 RAMMS ENGINEERING, INC. Kd =1.00 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING CODE 2007 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 -05 WIND CODE DESIGN WIND LOADS (LBS /SQFT) FOR 146 MPH ZONE Interior & Exterior Zones (4 &5 - Walls) Positive Pressures Exposure C For the 146 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Fee 10 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 15 54.7 52.3 50.8 49.8 49.0 48.4 20 58.0 55.3 53.8 52.7 51.9 51.2 25 60.5 57.8 56.2 55.1 54.2 53.5 30 63.1 60.3 58.6 57.4 56.5 55.8 40 67.0 64.0 62.2 60.9 60.0 59.2 50 70.2 67.0 65.2 63.9 62.8 62.0 60 72.8 69.5 67.6 66.2 65.2 64.3 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Area (or, Tributary Area) in 40 Square Feet 50 60 Height (Maximum) Effective Wind 10 20 30 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -59.4 -56.9 -55.5 -54.4 -53.6 -53.0 20 -62.9 -60.3 -58.7 -57.6 -56.8 -56.1 25 -65.7 -62.9 -61.3 -60.2 -59.3 -58.6 30 -68.5 -65.6 -63.9 -62.8 -61.9 -61.1 40 -72.6 -69.6 -67.9 -66.6 -65.6 -64.8 50 -76.1 -73.0 -71.1 -69.8 - 68.8 -68.0 60 -78.9 -75.7 -73.7 -72.4 -71.3 -70.5 Exterior Zones (5 Exposure C - Walls) Negative Pressures For the 146 mph Wind Zone Effective Wind Area (or, Tributary Area) in Square Feet Height (Maximum) 10 20 30 40 50 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -73.3 -68.4 -65.5 -63.4 -61.8 -60.5 20 -77.6 -72.4 -69.3 -67.2 -65.5 -64.1 25 -81.0 -75.6 -72.4 -70.1 -68.4 -66.9 30 -84.5 -78.8 -75.5 -73.1 -71.3 -69.8 40 -89.7 -83.6 -80.1 -77.6 -75.7 -74.1 50 -94.0 -87.7 -84.0 -81.3 -79.3 -77.6 60 -97.4 -90.9 -87.0 -84.3 -82.2 -80.5 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet . IL AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROO S. 0 1)4/ ADDRESS: 10650 NE 11TH AVE MIAMI SHORES, FL 33138 CONTRACTOR: T. BOWLEG CONSTRUCTION QTY 3 OPENING LOCATION W1 2 2 W2 W3 SIZE WIDTH HEIGHT 351/4 621/2 341/2 341/2 62112 NOA NUMBER OR FL NUMBER 07- 0919.01 07- 0919.01 NOA DESIGN PRESSURE RATING ( +)PSF 66.7 66.7 66.7 (-)PSF 82 82 82 140 REQUIRED DESIGN PRESSURE RATING ( +)PSF 54.7 54.7 54.7 54.7 (-)PSF 73.3 73.3 73.3 73.3 GLASS CONNECTION WATER TEST NULL EGRESS THICKNESS TYPE NEEDED ANCHORAGE REQUIREMENT 3/16" 3/16" 3/16" 7/16" TAPCON TAPCON TAPCON TAPCON NO NO NO NO YES NO X X X SHUTTER REQUIREMENT YES X X X NO WATER INFILTRATION REQUIREMENT YES NO X X X X 621/2 07- 0919.01 1 MULLION / )( 621/2 // � - � } �, to 100 WINDOW CONNECTION TO BLOCK USED 3/16'7'2 WHITE TAPCON SCREWS PRODUCT APPROVAL REVIEW FORM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) New Age Windows & Doors Corporation 7196 NW 77 Terrace Medley, FL 33166 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 mate ' r �1 �,. • f the applicable building code. This product is approved as -,x erein, and has been design with the Florida Building Code, including the Hi eloci Hurricane Zone. DESCRIPTION: S ries "100" Aluminum Single Bung Window - N.I. APPROVAL DO . Single Hung Window (N.L) ", sheets 1 through 4 of 4, prep ated 10/17/1995 with revision F dated 10/29/2007, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal 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. REVISION 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 renews NOA # 02 - 0801.02 and consists of this page 1 and evidence pages E -1, as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P.E. ••,• r .. • • 1•• 1 '11 NT: Drawing No. W95 - 45, titled "Series 1 U . MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miarnidade.gov/buildingcode OA No. 07. 0919.01 Expiration Date: Approval Date:. December 13, 2007 Page 1 New Age Windows & Doors Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W95 - 45, titled "Series 100 Alum Single Hung Window (N.I.) ", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 10/17/1995 with revision F dated 10/29/2007, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, 202 -94 2) Uniform Static Air Pressure Test, 202 -94 3) Water Resistance Test, 202 -94 4) Forced Entry Test, 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 1804 dated December 22, 1997, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02- 0801.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 06 /07/2007, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 06/07/2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of addendum by Fenestration Testing Laboratory, Inc., for Test Report No. FTL - 1804, dated September 28, 1998, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02- 0801.02) G. OTHER 1. Notice of Acceptance No. 02 - 0801.02, issued to New Age Windows & Doors Corporation for their Series "Alum Single Hung Window ", approved on 09/12/2002 and expiring on 09/26/2007. E -1 aime D. Gascon, .E. Chief, Product Control Division NOA No. 07-0919.01 Expiration Date: September 26, 2012 Approval Date: December 13, 2007 WINDOW WIDTH 49 7/16' D.L OPG. (FOOD) 20 1/2' MAX. HEAD = = -= I /. II I / :1 11 - // II I 1 1 1 1 @ II II ,I I II I; % 1 1 1 // il �I 1� 1 1 1 I 1 C 1 11 13 1/2' MAX SO1 48 1/4' DLL OPG. 50 1/2- DESIGN LOAD CAPACITY - P57 ANCHORS TYPE 'A' WINDOW DIMS. W Th 19 -1/8' 26-1/? 32' 37 42' 48' 53 -1/8 19 -1/8' 26-1/? 3? 3Y 42' 48 53 19-1/? 26 -1/2' 32' 37 42 48' 83 -1/8' 19 -1/8• 28 -1/2' 32° 37- 42• 48' 53-1/? 10 -1/8• 28-1/2' 32' 3? 42' 48' 93 -1/8 19 -1/8' 26 -1/2• 32' 37' 42' 48' 63 -1/8' HEIGHT 26 ( 36 -3/8' (4) 50-5/8 (5) 58 ( 63 (6) 74-1/4 ( 8 /18' ANN. GLASS Exr.( +) 68.7 68.7 68.7 68.7 88.7 88.7 68.7 68.7 68.7 68.7 68.7 68.7 68.7 84.1 68.7 66.7 86.7 88.7 68.7 57.9 50.1 66.7 88.7 88.7 68.7 68.7 549 48.9 68.7 66.7 88.7 88.7 64.8 51.4 439 66.7 68.1 88.7 88.7 62.2 48.3 40.5 1NT.( -) 125.0 125.0 125.0 125.0 112.3 94.9 63.8 125.0 125.0 119.8 101.1 84.0 69.8 61.1 125.0 120.8 105.7 67.5 71.0 57.9 50.1 125.0 125.0 111.4 84.3 67.6 54.6 489 125.0 108.8 95.4 82.0 84.8 51.4 43.8 125.0 1038 89.8 80.9 62.2 48.3 40.5 ( ) N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB DESIGN LOAD CAPACITY - P97 ANCHORS TYPE WINDOW D018. 1410111 19 -1/? 26-1/? 32' 37 42• 48' 53 -1/8 19-1/? 29-1/? 3? 3? 42' 48' 53-1/? 19 -1 /? 28-1/? 3? 37" 4? 48' 53 -1/8' 19 -1/8' 29 -1/2' 32' 37' 42' 48 53 -1/8• 19 -1/8' 26-1/? 32' 37' 4? 48' 53 -1/9- 19 -1/8- 28-1/? 32' 37. 42' 48' 53 -1/8' HOGHT 2? (3) 38 -3/8 (4) 50 -5/8' (5) 56 ( 63' (6) 74 -1/4' ( 3/18 ANN. GIA8S EXIT(4) 88.7 88.7 89.7 88.7 657 68.7 66.7 66.7 68.7 66.7 68.7 88.7 66.7 66.7 68.7 66.7 68.7 68.7 66.7 68.7 82.8 88.7 68.7 68.7 86.7 88.7 66.7 58.8 68.7 86.7 88.7 68.7 88.7 832 54.5 68.7 86.7 86.7 88.7 68.7 58.7 50.0 1NT.( -) 125.0 129.0 125.0 123.0 125.0 118.9 105.8 125.0 125.0 125.0 122.0 1032 67.1 76.8 125.0 125.0 125.0 104.1 88.4 71.7 62.6 125.0 123.0 124.2 99.8 81.8 87.4 58.8 125.0 125.0 108.4 95.8 77.8 632 549 125.0 111.5 94.3 80.9 73.7 58.7 50.0 () NO N PARE THESIS INDICATE N0. OF ANCHORS PER JAMB WINDOWS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHAU. MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS- DEC -219 TYP. GLAZING DETAIL, SERIES 100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. FALSE gq1IpIipN�II1NpS) (� M USE6 THIS PRODUCT HAS BEEN DESIGNED ANO TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDI11014 INCLUDING HIGH VELOCITY HURRICANE ZONE (HYFR). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN 014 DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDRIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE N ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MAIEWAI5 INCLUDING BUT NOT LINED TO STEEL SCREWS, THAT COME NM CONTACT WITH OTHER D15SOOlAR MATERIALS SHALI�MEET THE REQUIREMEN1S OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 6 1/4° MAX. GIL 53 1 /8' WIDTH TYPICAL ELEVATION EMT OR. HULTAYOUN FAROOQ STRUCTURES S CAN 4 OCT 3 0 2007 8 1/4' MAX. HEAD MONOLITHIC GLASS NON- IMPACT 0 1 z F� S. 1 7 V rc 8 4. 0� 1 m A 03 � 1 ?T z Zr'. M EVIP 2 0 4 drawing no. W95 -45 sheet 1 of 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING ►MITI —OADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY NEW AGE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE EIJ:V. FOR SPACING ANCHORS TYPE 'A' 1/4' TAPCONS BY 'EMT INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY ANCHORS EDGE DISTANCES INTO CONCRETE AND MASONRY = 1 -3/4' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. SEALANTS: FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH SEAM SEALER. FIXED MEETING RAIL SEAMS SEALED WITH SILICONE AND CHART ON SHEET 1 FOR CAPACITY ANCHORS TYPE 'Tf' 5/18' TAPCONS BY 'FI CO' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRIL1 iNG SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 5115 OR SELF DRIL! MO_SCREWS INTO DADE COUNTY APPROVED MUWONS (MIN. THK. _ .090') (NO SHIM SPACE) Engr DR. HUWYWM FAR000 STRUCTURES FM PE I 16557 CAN WEEPHOLES; W1 = 1/2 X 1/4 WEEP HOLE AT 2 -3/8' FROM EACH EN W2 = 1/2° LONG NOTCH AT EACH END OCT 8 0 2007 PRODUCT RENEWED Buil camPlYlag with the Florida ding Code Acceptance No z al 8 " x i c 1 8 drawing no. W95 -45 (sheet 2 of 4 ) I/4' MAX WINDOW WIDTH VENT WIDTH D.L. 0P0. (VENT) EXTERIOR D.1.. OPG. (FIXED UTE) WINDOW VEDTH WINDOW WIDTH TEEM# 2 3 4 8 8 7 8 10 11 12 13 14 13 16 17 PART / 8A -4573 NEWA 32 88 -4388 SW-41673 BA -4838 8A -4764 84 -4425 FP -3M -AW 860 3530 R80A 2 2/VENT 2/ VENT 2/ CORNER 2/ CORNER AS REED. AS REGO. AS RE00. AS REGD. 2 2 DESCRIPTION FRAME HEAD FRAME SAL FRAME JAMB MEETING RAIL VENT TOP RAIL VENT BOTTOM RAIL SWEEP LATCH VENT SIDE RAIL FRAME ASSEMBLY S REi6S VENT AMY SCREWS FN SEAL PILE (.187 8 .250) BIA.B WEATHER STRIP (.168 X .250) BACK BEDDING GLAZING BEAD 8 JOCK & TACME BALANCE TAKE OUT CUP AT *3' FROM TOP PAR 6083 -78 8063 -T5 6083 -T5 8063 -TS 8083 -75 6083 -TB MAX 6063 -75 VINYL SILICONE ALUIOMW 2 STEEL 1GFIP. / SUPPLE /8®IAR® AT 8-1/4' FROM EACH END (8 8 1' P.H. 5115 /8 N 1' P.H. SUS ULTRAFAB PROTOTYPE MASTICS PECORA CORP. ROLL FORMED 8/8' BON. WINDOW COMPONENTS AT EACH JAMB 1/4' MAX. SHIM 8.4"' OR. NUMAYOUN FAROOQ STRUCTURES FLA. PE W. / 111667 OCT 3 0 2007 PRODUCT RENEWED as contPM7m8 with the Florida Belle* Code Acceptance No O a ID a Id ilho 8 a w oelt d drawing x W95 -45 (sheet 3 of 4 ) N1 8 1.188 L- -■I .812 1.075 .874 1.125 —2.100 .062 � —e 2.162 FRAME HEAD MEETING RAIL 1.3751 +1 .812 I.- VENT TOP RAIL 1 - 1.082 .812 VENT BOTTOM RAIL FRAME SILL �� 1.000 2.001 1.825 .812 r 1.125 182 1 0 J.687 I.- SASH SIDE RAIL r 1.1251 F�--- I- 1.374 - 1.812 —•• OO FRAME .IAMB 2.043 VENT TOP CORNER VENT BOTTOM CORNER FRAME BOTTOM CORNER Engr. OR. I851A•01.N 655006 STRUCTURES R.A. PE { 18507 CT 802007 PRODUCT RENEWED ire complying with tho Florida Building Code Aeceptiacc No . - 0 8 T w z co t u 8 • 0 a d 6 drawing no. W95 -45 (sheet 4 of 4 ) 8 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) Pino's Window Corporation 7191 NW 77 Terrace Medley, FL 33166 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 if it is determined by Miami -Dade County Product Control Division that this pro • - or materiaLfails to meet a irements of the applicable building code. This product is ap ove' ; . • escribed herein, and ed to comply with the Florida Building Code, including e gh Velocity Hurricane Zone. DESCRIPTION: luminum Tube Mullion — L.M.I. APPROVAL DOC rk NT: Drawing No. M95 - 18A, titled "Alum' ' m Tube Mullions ", sheets 1 through 4 of 4, dated 12/07/95, with - ;Rion C dated 05/05/0: • - - -. - •y Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., 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 Resistant 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 # 07 0322.12 and consists of this page 1 and evidence pages E -1 and E- 2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.aov/buildinacode NOA No. 08- 0514.10 tion Date: March 28, 2012 r te: June 26 2 Exp App Page 1 Pino's Window Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95 -18A, titled "Aluminum Tube Mullions ", sheets 1 through 4 of 4, dated 12/07/95, with last revision C dated 05/05/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Fixed Windows Mulled Together, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5562, dated 03/29/08, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Mullion clip anchoring calculations, prepared by AI- Farooq Corporation., dated 05/02/08, signed and sealed by Humayoun Farooq, P.E. 2. Anchor and mullion calculations, prepared by Al- Farooq Corporation., dated 02/24/07, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA # 07- 0322.12" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance issued by Al- Farooq Corporation, dated 05/02/08, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued by Al- Farooq Corporation, dated 05/02/08, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance statement issued by Fenestration Testing Laboratory, Inc., dated 03/29/08, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0322.12, issued to Pino's Window Corporation, approved on 05/24/07 and expiring on 03/28/08. E -1 i( 3/Af arlos M. rera, P.E. Product Control Examiner NOA No. 08- 0514.10 Expiration Date: March 28, 2012 Approval Date: June 26, 2008 2.066 MULUONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Ai 1 MID 1 IONS 6063 -16 MIN. INSTRUC11ONS; USE CHARTS AND GRAPHS AS FOLLOWS. DETWIME DESIGN 104D REQUIRED PER ASCE 7 FOR PARIICIRAR OPENING. USE MIAMI—DADE COUNTY APPROVED GRAZING PRODUCTS MEETING ABOVE LOAD REWORd4EN15. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH ,$RA DESIGN RATING MORE THAN DE51G4 LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 4, AND ANCHOR GRAPHS ANCHOR 117E 111711 DESIGN RATING MORE THAN 7 E SELECT LOADS SPECIFIED M STEP 1 ABOVE. .25 ANGLE CLIP (6063 -15) MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WTM ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON — IMPACT RESISTANT PRODUCTS. EnWr. OR. HUMAYDI*N FAR000 61RUCTLR1ES FLA PE 1 16657 CAN. Sf36 DIY 0820 n;. .656 25 TYP. 4.656 MULLION CLIP (6063-76) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT 10 FIT SNUG INTO TUBE MULUONS. 325 TYP. 1.750 � U MULLION CUP LEGS REMOVED RFCTANGULAR ALUMINUM TUBE MULLION$ USING MULLION PROPERTIES ONLY NOTES: TINS PRODUCT HAS BEEN DESIGNED AND TESTED 10 COMPLY WITH THE REOUI tEIWIIS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GRAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD. WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY 10 TRANSFER LOADS 10 THE STRICTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. EMBEDMENT' TO BASE MAMMAL SHAW. BE BEYOND WALL COVERING (STUCCO. 11LE ETC). ANCHORING CONDTTONS OTHER THAN THOSE SHOWN IN THESE DEWS ARE NOT PARE OF THIS APPROVAL A LOAD DURATION INCREASE RN ALLOWABLE STRESS S USED 1 DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED 10 SIEl/YE I. SCREWS. THAT COME INTO CONTACT WAIN OTHER D650DIAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG CODE SECTION 2003.8.4. oepmRi7Ll8 tvim Fladia Saildingewas AwagawarNa ' . G(//1 43 4.V 3 we a• .0 c< 1 x 1 k drawing no. M95 -18A (sheet 1 of 4 m m i 2m J Hm .0 om J r H rn w o m m 20 R -E /R" /8" MU.L $PAN IPIX2 1"x 2 "x 1/8" TUBE MULL 30 40 50 60 70 TRIBUTARY WIDTH - INCHES 2" x 4" x 1/8" TUBE MULL GZI1■■ ■1•i ■1• ■•, 1•i ■1111■■ENIMI■■ ■\\ ■111■ ■■MIL ■■ 1•011• ■ ►�C ®i1' ■,■ 111111111111■ \\■1•■MMIM l \ ■► \1•1•'■ ■ ■, ■� \1■ \t1•■■■■■1•i■ M■111111■1•,■ ■■ III •U ■► \ ■ ■EU■ ■■111 101•1• ■1,■ ■1, ■■ ■111 \1•1,1• ■•■► Vi•\■L1■1•,i■■■ ►\1•:iii■■ ■■\`■■■ ■1! MITI\', ■ ■ ■\ ■■\■„■■►'■■ 30 40 50 60 70 TRIBUTARY WIDTH - INCHES 80 m 2 P1X3 m 11.. a IP ( w m 80 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES .a ID m 1'x 3'x 1/8" TUBE MULL 2" x 6" x 1/8" TUBE MULL 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES /4" 80 � 0m N r O m .o GLE11- ■1 ■ ■1• iJfl 11111111111 1\■►\■■■,■■■. '11■1,1MIN„■,■■,. ■\7 ■ ∎ ■1• ■, ■, ■ ■■■1•0111•1•, ■, 11• \ ■1.■ ■1,1• \\ ■,ii ■'1■ ■1, 111=1011•11110111111111111111.... ■ ■ ■ \` HIES 1■ ■,i1• \`. ■ ■ ■1• - ■a•, ■ ■ ■1• ■1•■ ■1111 ial.1•i, \1• 1" x 4 x 1/8" TUBE MULL 80 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES MULLIONS End: DR. HUMAYOUN FARDOO M w °e i6 7 IIAY 0 6 2008 MAIMS PRODUCT VEROCAL WL110N Purcr WI W2 ARCHES TO BE tSCRIBED INSIDE RECTANGULAR SHAPE HOR¢GRAL WU.= 80 MULLION SPIN TYPICAL MUWGN ARRANGEMENTS WIDTH (w) = wt 2 + W2 NOTE: MUWONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) Z w ga 0 2 c k 1 4 drawing na M95- 1 8A sheet 2af 4 1 ` " I PRODUCT u PR PRODUCT 6 m m i 2m J Hm .0 om J r H rn w o m m 20 R -E /R" /8" MU.L $PAN IPIX2 1"x 2 "x 1/8" TUBE MULL 30 40 50 60 70 TRIBUTARY WIDTH - INCHES 2" x 4" x 1/8" TUBE MULL GZI1■■ ■1•i ■1• ■•, 1•i ■1111■■ENIMI■■ ■\\ ■111■ ■■MIL ■■ 1•011• ■ ►�C ®i1' ■,■ 111111111111■ \\■1•■MMIM l \ ■► \1•1•'■ ■ ■, ■� \1■ \t1•■■■■■1•i■ M■111111■1•,■ ■■ III •U ■► \ ■ ■EU■ ■■111 101•1• ■1,■ ■1, ■■ ■111 \1•1,1• ■•■► Vi•\■L1■1•,i■■■ ►\1•:iii■■ ■■\`■■■ ■1! MITI\', ■ ■ ■\ ■■\■„■■►'■■ 30 40 50 60 70 TRIBUTARY WIDTH - INCHES 80 m 2 P1X3 m 11.. a IP ( w m 80 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES .a ID m 1'x 3'x 1/8" TUBE MULL 2" x 6" x 1/8" TUBE MULL 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES /4" 80 � 0m N r O m .o GLE11- ■1 ■ ■1• iJfl 11111111111 1\■►\■■■,■■■. '11■1,1MIN„■,■■,. ■\7 ■ ∎ ■1• ■, ■, ■ ■■■1•0111•1•, ■, 11• \ ■1.■ ■1,1• \\ ■,ii ■'1■ ■1, 111=1011•11110111111111111111.... ■ ■ ■ \` HIES 1■ ■,i1• \`. ■ ■ ■1• - ■a•, ■ ■ ■1• ■1•■ ■1111 ial.1•i, \1• 1" x 4 x 1/8" TUBE MULL 80 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES MULLIONS End: DR. HUMAYOUN FARDOO M w °e i6 7 IIAY 0 6 2008 MAIMS PRODUCT VEROCAL WL110N Purcr WI W2 ARCHES TO BE tSCRIBED INSIDE RECTANGULAR SHAPE HOR¢GRAL WU.= 80 MULLION SPIN TYPICAL MUWGN ARRANGEMENTS WIDTH (w) = wt 2 + W2 NOTE: MUWONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) Z w ga 0 2 c k 1 4 drawing na M95- 1 8A sheet 2af 4 `l v P A. A. a mE 1 1� \ ■1�*�fJlT W TR Si H r HORS TYPE 60 20 30 40 50 TRIBUTARY WIDTH - INCHES ANCHORS OR TYPE C PRODUCT o— CRAZING PRODUCT WT ANCHORS A. OR W2 70 PA 80 ANCHORS TYPE ae TYPICAL MULLION ARRANGEMENTS WIDTH (W) = WT + W2 z MULLION SPAN ANCHORS TYPE "A2' 1 ∎1l1 ■ ■\ 111.10■ ■ ■= ■II<1.11",■, . i2D5TL= )�i11�7L \111.1 \� \1 ■ ■� ■ ■ ■ ■■ 1W1111 ■■ ■. ■■■■ 111,...,... ► \.... 1111111111LIMIIIIMMENIM l \1 ►\ \ \\\ \1\■■■■ \■ NNILI\\\\E\NI\\ ■ •■ ■ \ \ \ \ ■ \iZ�l:7► \1111 ■M",w11„ ■11■ MELIMEMENIMENZI INNIIMMOICSICAVAI 1111 ■ \.. \`Ei?�9 \ \ \ \� ■11■ ■■I \1111 \■ 11■■■■■\\N\\NI 20 30 40 50 60 70 TRTRIITARY WIDTH - INCHES HORIZONTAL WILCO* ARCHES TO BE NS00BEO INSIDE RECrANOULAR SHAPE B0 a .0 iP \1 \ \ \ \\�\ \1111 \ 1111\111111 MI ■ ■\\ ■■ 1111\1111111 \1I1 I ■ ■■.■ 11 ►•.,\1.WIMI■ ■.. IMILIM■w► \■■■■■ 11∎11\11„111, ■, 1,■, ■\ \11\11■\■\\■ ■■a"Q_N,11� ■RI ■ ■■`i--�VI-MI 1111 ■ ■11MIMM■ 1111•■■ISSSIM M ■ ■■■■■ ■■\ PB ANCHORS TYPE "8" 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES 80 ANCHORS 0 H m a ti T ro m • 30 40 50 60 70 TRIBUTARY WIDTH - INCHES NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEET 4. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) Enw. OR HUMAYOUN Fi11.2000 SIRIIC � UR '� F9 GN 3938 MAY 0 6 Z008 ANCHORS TYPE "C" 80 aae drilaldd Redar2O®troi RI u J r RIlE z rit k 1 1 drawing no. M95 -18A sheet 3of 4 vel— sevf\Non1rw • 8 L 8 9 9 L 9 8 (O )'W4 001:9-Mat WOO -nu 3 eLWEEvaLIOld VRN J 3AV LB 'MS MET 7 1N3N140 3A3O =MObd'P 81133N(BN3 e. Nou.vaOdMOO DOO21Vd lV pima Fp. 9L09 -eee (900 XY4 9res -e99 (sov) 131 99 ter 14 ',moan 133111S H19L 'M'N 0999 NOIld210d2I00 SMOONIM ONId, SNOIllf1W 39f)1 1^ifNIWfl1t/ -1fl�llA . moms akin' THESE PLANS ARE BEING PROCESSED BY: Xpediting by Tonya, LLC Plan & Permit Processing 786.290.1908 or 786.229.5346 xpedbytonya @yahoo.com Permit No: 09-/S1 Job Name: , 2009 Building Critique Sheet /,/ 0 Aolci de /J a' �aaa�r &fr . . , trz J M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 QTY OPENING LOCATION SIZE NOA NUMBER OR FL NUMBER NOA DESIGN PRESSURE RATING REQUIRED DESIGN PRESSURE RATING GLASS CONNECTION WATER TEST MULL EGRESS THICKNESS TYPE NEEDED ANCHORAGE REQUIREMENT SHUTTER REQUIREMENT WATER INFILTRATION REQUIREMENT WIDTH 351/4 HEIGHT 621/2 ( +)PSF ( -)PSF ( +)PSF ( -)PSF YES NO YES NO YES NO 3 W1 07- 0919.01 66.7 82 54.7 73.3 3/16" TAPCON NO X X X 2 W2 341/2 621/2 07- 0919.01 66.7 82 54.7 73.3 3/16° TAPCON NO X X X 2 W3 341/2 621/2 07- 0919.01 66.7 82 54.7 73.3 3/16" TAPCON NO X X X 1 MULLION 1X4 621/2 08- 0507.10 100 140 54.7 73.3 7/16" TAPCON NO X ADDRESS: 10650 NE 11TH AVE MIAMI SHORES, FL 33138 CONTRACTOR: T. BOWLEG CONSTRUCTION WINDOW CONNECTION TO BLOCK USED 3/16 "X 2 3/4" WHITE TAPCON SCREWS •• • • • • • • •• • • • • • • • • •• ••• •• • • • •• •• • • •• • •• • • • • • • • • • •• • • • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT APPROVAL REVIEW FORM 08/04/2009 05:55 3058225992 FROM : NOTI New A '7196 hi Medley, SUPPE! This NO iteriall and where all This NO Division to have perform reserves Division This Code, D.SfCR AMID sheets , 1 Renewal mat I.A.Ix fono R change In the comply by shall on distrilmt This NO approval The su as being issued mid The documentation by the Board of wad by the Author shall not be valid Miami Dade Co prat or n the accepted mann y revoke, modify, es right to mvt b Fria product o uut, is approved as mg t High Ve [ON; & lee AL 4of4, signed and +1 with the Nod nt trial Division. IMPACT RA Ge Each trait :shall stiet tenet Wang. oi',thin NON shat the app) blc build' AWN of thin NO and/or als, use, for W1 ad any motion of thi ElVIINTR Tim n date may be done in lie entirety, ON: A copy of rs aball be ava g renews NOA # *cumin 1nexltioned 'tied documentation woo Gt NOM FAX NO. : FAST SPEED GLASS WIN ►t, .; ,' • i71 A , (D II A Iv I • e e �.i;J all.! 14 imosin, and h5 . -- ,designed to comply win, the Fl Hurricane Hung Window « J ,fl Drawing No. `} ' tided " 100 Alum S' Corporati by Al Ru ey onn g arooq, ; BUILD • 4:01∎WLliNCL OPRIOi CO) ( SpB bU ' C1Qlmumtmy/440Nf OF AC 'A 'CE (NOA. Wtn+dlu► & Duerr Cerpur&tiu n 11 Terrace 33166 Aug. 04 2009 09:08AM P1 PRAM/DAR COUNTY. PLOklD,% . ' RO DADS MAt, WILDING 140 A'1„AtBat, STRUT, SLTh 1663 MMAN,PLARlDA 33)30.1$$3 (305) 375 - 2901 FAX t000312-63n the applicable rules and regulations &weneleg the use of construction omitted has been Revved by Miami-Dade Comity Product C.onrrol Division ales and Appeals (BMA) to he used in Miami Dade County and other areas Having.futisdiction (MU). the expired n dete stared below. The Miarni-Dade Carty product Control andlnr the Ain (in was other than Miami Dade County) rmvrve the right al for quality assurance mss. If this product or material fails to the manufatttuer will incur the expense of such testes and the Al ft may suspend the use of such product or mm atial Within t1 rjrufsclict . BORA ems, 1f It Is dote„ PPalma Conwttpl fi of a . able burl g cam. Building evieved hY Mita b. Gamu P.R. i ° e Hong Vrmdow (Mtn ac,,, dated 1011'x! with revision F dpi .'lade Canty Product Control expiration dme by the Miamg7ade County a anent label with the i<leartufactnt is tame or logo, city, std turd County Product Control Approved", unbars otherwise noted herein. be consider d after a r wp1 application, has been filed and them has been no code negatively affecting the pert/ammo of this product. will car alter the expiration date or if them has been a revision or chajg!• • • ufacture of the product or poem Mi se of this NOA a n P tsemenf • • or any other pins shall automatically tesminate this ROA. raa'tui% to .' • . NOA shall be cause for termination and removal of pf C1A.• • • • e. •••• A number preceded by the words kliand gutty, hr's, aural fold Mated in *twinning ditacaturae, Many portion of the NO K splaycd, ert • • n$re NOA shat be provided to the user by tbb maueufattetrblia • le for inspection at the job site et the request of the Building j cig,1. 1.02 and consists uFtiris page 1 and evidence pages &1,318 no PAGE 02/07 • • • • • • • •. • .. • • • • • • • • • .' • 08/04/2009 05:55 RCM A. D 1. 2. 3058225992 D. ': ALITY ASS • 1. Miami Dade C Notice of Coin f Enid expiring FAX NO. Aug. 04 2009 09:08AM P2 C . Teat reports On 1) Air Infiltration Test, 202-94 2) Uniform Static Avis' Pressure Test, 20244 3) Water Resistance Tettt, 20244 4) Forced Entry Test, 202-94 along with marked-up drawings and installation diagram of an aluminum single Xtung window, prepared by tration Testing Laboratory, Inc,, Test Repo No. FTL- 1804 dated ber 22, 1997, signed and sealed by Gilbert Diamond, P.E. Otabni ed un NO,AMO2• 80,1.02) C. T1ONS • Anchor veitif on calculations an structural analysis, complying with PRC prepared by ' -Fermi Cotporation, dated 00107/2007, signed and sealed by Urnmayoun P , F.B. Compiles w , ASTM E130048/92 WINGS 1Vfanuferaurar's die drawings sand sections. Drawing No. W9 S-45, titled "Series 100 Alum Single Hung Window Kw, sheets 1 through 4 of 4, premed by Al 1 zuoq Corporation, dated 10/11/1995 with t!evbion P dated 10/2912007, signed and scaled by Humayoun Perooq, P.B. R. ATEMENTS 1. Statement 1 06/07/2007 Statennt 1 Repot No. Diamond, P. (Submierad , er NOA• 112.( 1.02) FAST SPEED GLASS WIN CF adiing ode Compliance Office (BCCO), of conformance, no linanciatimicrest and compliance, dated and settled by I,turotir m Pamoq P si of addenda by Pene st�ration ring Laboratory, Mc., for Test ai 1804, dated. September 28,1998, signed and sealed by Gilbert R.1 • • • • • • • • • tance No. 028801.02, issued to New Age Windows o ar their Series "Atom Single Hung Window", approved ona91 09/26/2007. • • • •• •• • • ••0 • • .•.. V a +P Osumi •• NOA No. 07-0019.(11 1 13,7 PAGE 03/07 0000 • • 0•.• • • 0 • • • 0410• • • N- W 0 Z H 9 x 1 3 fa 51 Ainaft1310 att. taralo 3' Pfll am 1 y p. Mara ADt iNIAI !WIDOWS SST MO 131 USIACL TOR 1F IRS MI= 15 HF FrMrIZ AFSA ateriGtr415la RSIMUl511 or MB 544531 Oft= IRE 01.1y NU Sala Sar 1HE OPPIVAILE REVASSIS15 R R 1RID MK DRM amaze= ND ilassillES ON TIES SEW ARE BASED Cot ASiit 51330 -32 (3SEC. GUSTS) NiO 1'LORIDA 9UILUSC empumich Eatatearef Sf zE103Ti TSP. G1&21NG DBTA3E !� 190 A gll�ii * w! m4IF DEMS LCAS RATNGS 1)15 11130 S 10 RE 13 MR SRAM OMR. tlfS FRCOUCl FRB Ra 1 IMMO RIO =Raw SO 54154 1HE RasiSIDEEr CF WE ROAM rich 7ff (NM- MC 2024 EMS SCUMS 3 1I1d15 or cons. WSW ®E AMMO MANY TO lautER JAM 5 t15STR LTJ1s moms 551. 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P9IEFRAT DN MP WOOD THRO 1 BY ChM INIP CONC. OR 'Maw JJ 1-t/4' IRL ENt1IIJ INIS CC M'• Watialw ORE= Kra Off. pi 11,102121 + 1 -T /4 IO2. BEES I= MI . 0E &Maw • •• • • • • • t*IAE OWNERS R0 @ISILLAT0N SCREW SE O ) 42R SEAM mum. sTIIED MEM rag. S381S SFJC'ED WIIR SIMONE ••• • • • • • •• • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • SICK 131/031. .�s IIEr1.IIA s•ca� S�C31088 R9P7s B° • • f••• • • • • • • 5116 TAR>aws 12Y VW N40 m6Y %ma Bums i YrD1)O S1fUieRms 1 ] /p' WILL FiEDI EPATI01i 11 ?KW T&0u WY RULE'S MO MM. 054 113 1-v4 ma. tem 9E0 oxv. ca WLSONRr TLY •Pio CONC., OR wON0 GIN. WED NM CLtl2:. OR • i1Hh' 3111 tlro CR I Hal NE c _a_ Dria MEE =Mr APP220131 1.R2trJONS (1fGl. 9iQC NO EDI Mae BEEINCONCOMIN ata OtaiderE PO MOW - 4 -3f4' tat 5000 SI IUCARiE f' oft INTO IrEtta MIME. m ts; nA �•r • • • • • • • • • ••• •• • • •• • • • • • • •• •• 411.4-glielaUELLEILLNUMS NM MEI& MOURN .: 12 Gt . Mil. (ryr a 28 KO IPA:} AU1M M : V$' WK. MN. (Bp68 -15 YO,.) • (SIB& JB WNfw' ell4 maws d(i puma) OR swam) ISCOSCESSMONY rn tn r9 0 C9 c' 1 N tY' CD • 03 • X CL O E DU 8 020V 2 Aga' au, Imam otsmamataT arm. •r aka aes rum eer-+W s87Xa +ice a>;a f ma. 1 ST 3T i . yr ITAOa. 6301919 1 StE ELM-. JCR IFACIIII7 16104IDE tarn y swans mah, 9 Watt 1 - s 68 MOM fa F0.039401: b am. 14 ear as +s - m •sm. W120. NCH0/0 * 2 • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • cN m m to N N CO ID GO M Ill Lll ID L9 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • . • • • • • • • ••••••• •••. •••• • • • • • • • •• • • •• • • • • •••• • • •• • • • •• • •••• • • • • • •• • •••• • • • • • • • •• •• • • • • • • • • •••• • • • • • •••• • • • • • • • •• • • •• • • • APPROVED ZONING DEPT BLDG DEPT SUBJECT TO :.ACE WITH ALL FEDERAL • STATE AND ' E'ULES AND REGULATIC'I •