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WS-10-209 t y Miami Shores Village � 10050 N.E. 2nd Avenue „ Miami Shores, Fl- 33138 -000U .. Phone: (305)795 -2204 T YI k Expiration: 0811 812010 Projec Address Parcel Number Applicant 90 101 Street _....__e� 1132060131320 Miami Shores, FL 33138- Block: Lot: WILLIAM & CECILIA HOLLOMAN Owner Informatio Address Phone Cell WILLIAM & CECILIA HOLLOMAN 90 101 Street 305 - 762 -7941 MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 4, HEMAR CONSTRUCTION INC Total Sq Feet: 0 e Type of Work: FRECH DOOR For Inspections please calk No of Openings: 3 (305)762 -4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Fees Due Amount Invoice # Invoice Total Amt Paid Amt Due CCF $3.00 Education Surcharge $1 WS -2 -10 -37029 $141.00 $141.00 $0.00 Permit Fee $130.00 Scanning Fee $3.00 Technology Fee $4.00 Total: $141.00 Building Department Copy February 24, 2010 2 OR EC 271E5 2 / 7 1 NOTICE OF COMMENCEMENT 142 RECi1fi`OEQ 02/17 1dre56e57 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARVEY RUVIN? CLERK OF COURT HIAi1I -DARE COUNTYP FLORIDA LAJT PAW PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: 1u7 / Z E-20 FT S ea Nu.aJ SmyQFS fin/ �14�t�aur� �C�, ?'/lGE 9iJ dl~ 9v.Qiy gevs of ��Mi 2. De§qription of improvement: 'DOUj2 11?E/�l 9PE� Eti`l� 3. Owner(s) name and address: _AAei "Ef 0-1 Uf//- 90 NE" O/ �''" 5�y_, /Yl /,¢W ,'o/IE Ae 33�3�P .7oSt` t- Ga.-+E � Interest in property: /00 Name and address of fee simple titleholder: 4. Contractor's name and address: E�aA� Carus �c�/oy �ll&,eS C�,ec -1A - 73 Z/ 10 Sc e-11, .1i 5. Surety: (Payment bond required by ownerfrom contractor, if any R STyV' :ills c*'�y ofthe Name and Address: o' Amount of bond $ n 620 6. Lender's name and dress: W1TIVE3 ny re�r,d <, 0jf1c:ar NMI HARV Vigil CLER' of i �' dcwrgy Couits \ 7. Persons within the sta a of Florida designated by Owner upon whom notices or o r documents may be served as provided by Section 7 3.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) a_ Signature of Owner Print Owner's Name ,/ llellffEL Fzt/Sr/ Prepared by 11m -EZ �ZUl Sworn to and subscribed before me this 1— day of Ft 6tuar+ 20 1 0 Address: 9 ® Ale / CVSr Notary Public: P JA/1 IV&r-Fh bna V1 a, e 313f3 Print Notary's Name: o,n at { � - My commission expires: 2 – 13 - 2. o 10 "� Napry Publa Site 0f Fonda Randy r;", My Ca n" iss" OM17341 Oi a Expires 02/1312010 Miami Shores Village 11����� FEB 10 2010 Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Y-- Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. S PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): "Uildi Owner's Name (Fee Simple Titleholder) A IG'",CL ', cws Phone # Owner's Address ?Q EVE /D/ sr City Alu State /L. Zip Tenant/Lessee Name /'�x Phone # Job Address (where the work is being done) 90 A4' City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # /I 32 06 - 0l3 - 0.3.ZO Is Building Historically Designated YES NO Contractor's Company Name //E/WR 6A?Qt/C774,1 �J Phone # : ? Or- 99 -7 ? 9.S Contractor's Address V8,9- / /1l V .3rJ mired City /Im State Zip /dam Qualifier Name �/�+Y CX�r ✓�'+!C �/��/r of �,i i1� hone # �� �� ��� 5 State Certificate or Registration No. C(- 91 o Certificate of Competency No. q6-e -1 0/,.56 '76 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ _ 156)0.00 Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New, Repair/Replace ❑ Demolition Describe Work: - 0 G Fees Submittal Fee $� Permit Fee $ ��(„� CC $ ��� CO /CC Notary $ Training/Education Fee $ ' ® Technology Fee $ 4 . 0 0 Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 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 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 7ynotbeproved and a reinspection fee will be charged 9 Signature Signatur C Owner or Agent ontractor The foregoing instrument was acknowledged before me this �+� The foregoing instrument was acknowledged before me this /1 day of �nva� 20 � by 9i rhq, l 6.eht day of 7 20 U by &P/ f!;iEra��tC� who is personally known to me or who has produced who is personally know to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: ve MARLENE B. ALFOIV� �, ar ISSION t DD 668339 * ISSION I D am Sign.. S: 11 2011 Sign: / Print: 1, 2011 oP rnN a Notary &erviaai Print: �v/ 6 . ,4/ , ` My Commission Expires: 5 �% My Commission Expires: �� // // APPLICATION APPROVED BY: C..� - /�-L� Plans Examiner Engineer Zoning (Revised 07/10/07) t � •_; d lid q T e •� a ,. N `.. • YI�f l j n . y' "' 7 '�� ��'< k,4•�;�.�'h°,gk i� a..t ry�;i r � � �.��F "�K�+�71 L� t` � � � � .3. 7 .1- ya'• -0 J,' § r � 1, i ��� � � ..:wry + I, •IS t 0 f y" S t z A #3 s Ad l a ` All- Ow k i IN # r. !i y .. .. .. .. . . . ... . . . . .. . MIAMFQADE : MIAMI DADE COUNTY, FLORIDA 1 ' • • ' •' " " 0 0 * METRO DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE l?FIC (BCCOj - : 140- WEST - FLAGLER STREET, SUITE 1107 PRODUCT CONTROL DIVISION • • • • • • • • • • • • • MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 NOTICE OF ACCEPTANPE•(ATO�A)• • • • • • • www.miamidade.aov /buildingcode .....� R. C. Aluminum Industries, Inc. : • : : : : : • • , 2805 NW 75 Ave .. • : : : : :.. Miami, FL 33122 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 b the Authority Hav Jurisdiction Y h' g (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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites - L.M.I. APPROVAL DOCUMENT: Drawing No. W04 -37, titled "Series RD45 Alum Entrance Door (L.M.I.) ", sheets 1 through 10 of 10, dated 05/09/04 and last revised on 05/05/09, prepared by Al- Farooq Corporation, signed and sealed by Arshad Viqar, 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 LIMITATIONS: 1. Load bearing shim required. 2. Max %" shim allowed for installation in steel substrate. 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 j distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 08-0613.07 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 Jaime D. Gascon, P. E. MMW NOA No. 09- 0630.07 Cdr Expiration Date: August 19, 2014 S oq Approval Date: August 05, 2009 Pagel IL C. Aluminum Iridustijes, Inc. NQ TICE Off' . PT ENCE SUBMITTED A. DRAWIN .... .. .. 1. Man ifacturer's die �d�awiag9 and s�cti s. 2. Dra ing N W04 -37, titled "Series RD45 Alum Entrance Door (L.M.I.) ", sheets 1 throt gh 10 of 10, dated 05/09/04 and last revised on 05105109, prepared by Al Farooq Corporation, signed and sealed by Arshad Viqar, P. E. i B. TESTS 1. Test repo on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, FBC, TAS 202 -94 4 Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 alon with arked -up drawings and installation diagram of aluminum entrance door, prep ed b Fenestration Testing Laboratory, Inc., Test Reports No. FTL -5390 dated Feb ary 1 2008, signed and sealed by Carlos S. Rionda, P. E. (Sub fitted nder previous NOA No. 08 -0613.07) 2. Test ports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 alon with i i larked-up drawings and installation diagram, of aluminum entrance door, prepa d by Fenestration Testing Laboratory, Inc., Test Reports No(s). FTL -4154, dated Marcl 24, 2004, FTL -4155, dated March 30, 2004 and FTL-4166, dated Mardli 31, 04, signed and sealed by Edmundo Largaespada, P. E. (Subi i tifted nder previous NOA No. 04 -0608.03) C. CALCULATION 1. Anclicir verification calculations and structural analysis, complying with FBC -2004/ 2007, prep d by Al- Farooq Corporation, dated May 29, 2008 and last revised on July 4 It, 20(8, signed and sealed by Dr. Humayoun Farooq, P. E. Cow lies vvith ASTM E1300 -02 D. QUALITY , iSSURANCE 1. Mi Dade Building Code Compliance Office (BCCO). Jaime D. Gascou, . E. Chief, Product Control Division NOA No. ,09--0630.07 Expiration Date: August 19, 2014 E -1 Approval Date: August 05, 2009 R. C. Aluminum Industries. Ins NOTICE OF kfiPTACEL SUBMITTED E. MATERIAL CERTIFICATIUlS1S ::::. • . 1. Notice of Acceptan n;*- j jA @d to E.I. iDuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlay 'r" dal 6d 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated May 0 20 �, signed and sealed by Arshad Viqar, P. E. j 2. Statement letter of no financial interest, dated May 04, 2009, signed and sealed by Arshad Viqar, 3. Statement letter of changes, dated May 04, 211 09, si I ' ed and sealed by Arshad Viqar, P. E. 4. Laboratory compliance letter for Test Report o. F CL-5390, issued by Fenestration Testing Laboratory, Inc., dated February 18, 008, s gned and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0613.07) 5. Laboratory compliance letter for Test Report No.'s L -4154, FTL -4155 and FTL- 4166, issued by Fenestration Testing Laborat ry, I ., dated February 18, 2008, March 30, 2004 and March 31,2004, signed and sealed by dmundo Largaespada, P. E. (Submitted under previous NOA No. 04-06119.03) G. OTHERS 1. Notice of Acceptance No. 08- 0613.07, issued to R. 1 Aluminum Industries, Inc. for their Series "RD45" Aluminum Entrance Doo w/ wo Transom & Sidelites L.M.L ", approved on 09/04/08 and expiring on 08/19W. Jaime D. Gascon, . E. Chief, Product Control Division NOA No. 09-0630.07 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 E -2 V� 39 3/8" MAX. 75 3/8" MAX. FRAME WIDTH FRAME WIDTH (� ' 2 112" `Z 9 j 4 1 /2" MAX. Fes- 4 1/2" MAX. 2 I/2" z • I< HEAD /SILL HEAD/SILL ' 0 - CORNERS A CORNERS I I I III 0j cy If I I/ I I \ � 0 • D C E \ y 3 y / ' / II I \ yzm i = x T; / v n a --- -_ - - -- W \ m = 1 � -__.- ii • L 0 Ifs � \_ Ii I I • _ Y � � II I b Q � Y K � II I I • , < • � H • •••• � y � 0o Ir � 4 � O II • / • • y O� • n I H I I • w L j II \ i m II \ i i / • • m • � j�N � •••• ACTIVE ' INACTIVE ACTIVE • • fs m ¢ Z C • SURFACE APPLIED B ' rn SURFACE APPLIED 8 • • • • • O 0 • • FALSE MUNTWS m W FALSE MUNTINS - • • w • w a0 Q I • • • • • MAY BE USED ' = MAY BE USED _ • • a• N'. _ 25 3/4" 25 11 I6" 25 11/16 ' D.L. OPG. n D.L. OPG. D.L. OPG. • • . • • : • • Soso 3S 3/4" MA %. 72" MA %. • LEAF WIDTH - DOOR OPNG. WIDTH • SERIES RD45 a ALUMINUM OUTSTTING ENTRANCE DOO (XX) o o SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE ABOVE. SINGLE (O /X) AND DOUBLE (0 /XX) LEAF DOORS WITH TRANSOMS SEE SHEET 2. - SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3 . MAXIMUM DESIGN LOAD RATING = t 80.0 PSF o W LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL (FOR SIZES SHOWN ABOVE OR SMALLER). 80.0 PSF APPLY TO ENTIRE SYSTEM. AS ALLOWED BY FBC - c•S8�$ THIS PRODUCT HAS BEEN DESIGNED AND TESTED. TO COMPLY WITH THE o ° $ S 8 a REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. o m o ° —� WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED. LOADS TO THE STRUCTURE. o Y _ • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Enqr. ARSHAD HOAR - CML EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - FLA. P E / 38883 .A. c C CN. 3538 ANCHORING OR LOAOING CONDITIONS NOT SHOWN IN THESE DETAILS OLUCT RENEWED ARE NOT PART OF THIS APPROVAL. comoyi gwithdwPlmNa NOTE: luiUr4Cd. S i A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. GLASS CAPACITIES ON THIS SHEET ARE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) I drawing no. CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS AND FLORIDA BUILDING COMMISSION MAY O G Z009 Y W04 -37 OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. DECLARATORY STATEMENT DCA05 DEC - 219 Miami C•eltd ------ - - - - -- r: 0 ^nn sheet i of 10 I DESIGN LOAD CAPACITY - PSF V SINGLE OR DOUBLE ENTRANCE DOORS WITH TRANSOMS 39 3/8" MAX. 75 3/8" MAX. FRAME WIDTH FRAME WIDTH J I� DOOR GLASS TYPE GLASS TYPE 69 3/8" WIDTH-WI WIDTH-W2 HEIGHT -A 'A' '8' 33 3/8 INCHES INCHES INCHES -- D.L. OPG. D.L. OPG. %T.( +)/INT.( -) EXT.( +) /INT.(-). 12" MAX. 4" MAX. 12" MAX. 4" MAX. w I 24 80.0 80.0 HIED /SILL HEAD /SILL HEAD /SILL HEAD /SILL Q I 63 -3/8 30 80.0 80.0 CORNERS CORNERS O u 37 -5/8 80.0 aO.0, 43 -5/8 8i -5 /8 80.0 80.0 24 80.0 80.0 69 -3/8 30 -800 _ I A 37 -5/8 90.0 00.0 �� i) �� ,I _. .___. II II II W g 2a 80.0 80.0 i< n 75-3/8 30 80.0 80.0 o Ti= - - -- -- -- -- - - -- -- 37-s/b _ --- - - -- fir, J __ - I.I. ___._- --i✓ __. -I{ _ __ 24 8060 eo.o / 30 80.0 80.0 n G \ N H G W 63 -3 8 37 -5 6 80.0 80.0 \ ` A C 43 -5/8 8040 80.0 C -. - - � 85 -5/8 24 80.0 80.0 • V m 69-3 30 eo.o 00.0 37 -5/8 80.0 80.0 / ii / I \ • • I g oose 24 80.0 80.0 _ __I_I_ / ___ / \ • ¢ m • so 75 -3/8 30 e0.0 60.0 ' -. 37 -5/8 eo.o 80.0 p C /, E i i \ \ so* • Q • • • • 24 80.0 80.0 / ii I ii I • • O • 37 -5/8 80.0 80.0 43 -5/9 8060 80.0 3 = a / i x qy%, i i �, • • • r1•I • j I N - • • • 24 91 -5/8 80.0 80.0 m O ____ _ I w io o ••• r • • ',. "imn ` f' - -- I •imn 3� •• • 4 M n 37 -5 0 80.0 80.0 n "' I i i n "� " i i •• v J 3 -,j _ •••• / T m II i0 C m II m 2 x • 24 80. o 0 -_�t_ = == g !I �'-= �t = = =' • •�• X 75 - /e 30 8D.0 8 80.0 0.0 �I \ li \ ri ✓ I - 80.0 & (,) p • 37 - 5/8 80.0 \ u \ n /• • W 00 • • • • • II I \II I / ♦ • V r 24 80.0 9 • 0.0 \ I 11 63 -3/8 30 80.0 80.0 • � - - y • 37 -5/8 80.0 80.0 \ i i i \ i i / • • \ • • • M >^ n \ I m n \ / m • 3 43 -5/8 97 -5 B 80.0 90.0 24 / 80.0 80.0 j 69 - 3/8 30 80.0 80.0 ACTIVE I INACTIVE I ACTIVE c o 37 -5/8 S80.0 - - 24 60.0 80.0 75 -3/8 30 80.0 80.0 SURFACE APPLIED i.L. rn SURFACE APPLIED FALSE MUNTINS m� FALSE MUNTINS m� 3 8 J7 -5 8 80.0 80.0 MAY BE USED z MAY BE USED _ Wt /4" - 25 11/16" 25 11/16" c FRAME WIDTH OPG. n o D.L. OPC. D.L. OPG. ,^ • S E B $ 72" MAX. 0-o t $ n v LEAF WIDTH DOOR OPNG. WIDTH '+L c ` o < (0 /X) (o /xx) a 91 \ g o Eipr: ARSHAO VpAR �' •� o Cft CA .3538 6J PRODUCT RMT d, %IBO I �; }• p A eWnPlYm 16e FTpid• //( AeeePfmKe No MO drowinq ono. \ / 2 Miami 0 W04 -37 WI SINGLE DOOR FRAME MOTH e + 1 -5 8" 1'r0dlelCm / ( ) 2 / �IAY 0 6 2009 !Di „ k .. "d DESIGN LOAD CAPACITY - PSF SIDELITE WIDTH MAX. SIDELITE WIDTH MAX. 75 3/8" MAX. SIDELITE WIDTH MAX. SIDEWTES SEE CHART AT LEFT SEE CHART AT LEFT FRAME WIDTH SEE CHART AT LEFT ^ GLASS TYPE 2 1/4" MAX. 2 1 /0" MAX. �~p SIDELITE WIDTH FRAME HEIGHT 'A' & 'H' HEAD /SILL HEAD /SILL Z n j INCHES INCHES EXT.( ;) /INT.( -) CORNERS 2 1/2" CORNERS 2 1/2" C 36 -1 /4 80.0 2 1/2 4 6 _14 e1-5 60.0 3 43 -1/4 60.0 d O LL 36-1/4 80.0 38 -5/8 85 -5 /8 80.0 u I O p 41-1/4 1 60.0 /s 60.0 n n O ag 36-1 i 8 -5 /6 80.0 36 -1/1 97 -5/6 60.0 L L u M I' ✓ \ C 11 v I E \ p n II II / II I I \ � ZN Irl \ w ci 11 II I • • • 1 •••• m � ;I P 4 it II r r • • • ..." � N • •••••• p • ? LL ••••• -- ___ r - -_ ___ ___aF ___ • • •• V ii ii ii \ I I / � Z_ N � m • • 11 INACTIVE \ 1 I ACTIVE • • • • h • c 3 ••••• K Z 1 � p N • i 1/1 • ••• N �1 " — v • K • • • m.. V O , • FALSE MUNTINS MAY BE USED D.L. OPG. O D.L. OPC. 25 11/16" 25 11 /16" O.L. • •U - - ---} • O.L. OPG. D.L. OPG. Soso* DOOR OPNG. WIDTH (0) (OXXO) A da 23 o b S NOTE: FOR DOORS CAPACITY SEE SHEET 1 (MAX. DOOR FRAME WIDTH = 75 -3/8" MAX. DOOR FRAME HEIGHT = 97 -5/8 ") c ° ° 9 $ 9 FOR SIDELITE CAPACITIES SEE CHART ABOVE. m ° S „ S $ LOWER VALUES FROM DOORS OR SIDELITE m m CHART WILL APPLY TO ENTIRE SYSTEM. S O Eng.: ARSHAD MOAR FL A 1i. 35 8863 PRODUCT RENEWED as emPlYL'6 with tlk Florida _ }• Hlt8di0g Code oa rAU c� - drawing no MAY 0 6 2009 aeProda ICmlwi W04-37 I:?vis?nn - sheet 3 Df ff M _ I 5/32" TEMP. GLASS Z m ICI 1/8" HEAT STREN'D. GLASS 1/4" AIR SPACE I � .090" INTERLAYER 1/8" HEAT STREN'D. GLASS IL X^I IO DUPONT 'BUTACITE' PVB .090" IMERLAYER YI 1 /8" HEAT STREN - D. GLASS DUPONT 'BUTACITE' PVB O o Z F SILICONE 1/8" HEAT STREN - D. GLASS 0 t S z m DOW CORNING 795 l rn DOW CORNING 995 SILICONE a 2 N 8 DOW CORNING 795 0 IL DOW CORNING 995 0 d C f \ E9 J \ fL a 1 �a6�% F LJ GLAZING DETAIL AT — � w w DOOR LEAF It Um _ • Z •• • •• _ • LOCK OPTIONS SINGLE DOORS: LOCK OPTIONS DOUBLE DOORS: m • • • • • • • W • • • • OPTION !1: N // \\ // \ •••••• • OPTION of gQrNE LEAF: / \ / / \ • • • • • a • J ' I I • • •• N 3 POINT LOCK SYSTEM BY 'AMESBURY � M 3 POINT LOCK SYSTEM BY 'AMESBURY' 1 • • • • • � ] r N N • • • WITH SURFACE MOUNT. HANDLE AT 36" FROM BOTTOM WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM Z In • • AND DEAD BOLT LOCKSET AT 32" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32" FROM BOTTOM / \ / • AT • t` M m • • • KEY OPERATED ON EXTERIOR AND THUMB TURN ON KEY OPERATED ON EXTERIOR AND THUMB TURN ON o \ \ GLAZING } $97 • • INTERIOR, INTERIOR, u ` I i SIDELIifi • • • c J 3 • • • • INACTIVE LEAF w • • • • • • N _ ` n" • GLASS TYPE 'A' GIASS TYPE 'B' • • • U $ • 2 POINT LOCK SYSTEM BY 'AMESBURY' • • • • • • • SHOOT 80LTS ENGAGING SIMULTANEOUSLY AT HEAD k SILL • • r N SURFACE MOUNT ACTUATING HANDLE AT 36" FROM BOTTOM GLAZING OPTIONS • • • • • • • • • • UPTIDN t2: • • ACTIVE LEAF: • 14 4 3 POINT LOCK SYSTEM BY 'HOPPE' 3 POINT LOCK SYSTEM BY 'HOPPE' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM 0 W AND DEAD BOLT LOCKSET AT 32 -1/2' FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 -1/2' FROM BOTTOM ' KEY OPERATED ON EXTERIOR AND THUMB TURN ON KEY OPERATED ON EXTERIOR AND THUMB TURN ON n INTERIOR. INTERIOR. y INACTIVE LEAF 2 POINT LOCK SYSTEM BY 'HOPPE* di li SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL • SURFACE MOUNT ACTUATING HANDLE AT 35" FROM BOTTOM . V C m - o 0 Engr: ARSHAO HOAR L FLIT PE / 38863 C.A.N. 3538 - PRU NBIVBD '$ m rmptying wi81 the FkAidA - - - - -- Bowing cafe _ �iT>:t;mn 2D c - — -- MAY 0 6 2009 •, T7 Fir sheet 4 of 10 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS tey METAL �� 'e " "v�y'o� -� STRUCTURE I SEE FOR SPACING OR ELEVATIOS FOR SPACING A\ WOOD WOOD BUCK �' Y BUfK �q 3 STRUCTURE - z • O a , — I ■• S O U M r UI W M 0 << V , TYPICAL ANCHORS TYPICAL ELEVATIONS v1 52 SEE ELEVATONS FOR SPACING FOR SPACING W Y" _ E4 c �ryoq p} t /2" MIN. u Ms F THROW BOLT WOOD BUCKS AND METAL STRUCTURES NOT BY RC ALUMINUM, PENETRATION V4 E9 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND f TRANSFER THEM TO THE BUILDING STRUCTURE. ^• V z _m � i ^ TYPICAL ANCHORS: SEE ELEV. FOR SPACIOG • • • • dt �• S • • • • • • ,i/4" DIA. HK.TI KWIK -CON N (Fo =163 KSL Fy 157*91) • • 8 x • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES • L X • 1-1/2" MIN, WOOD PENETRATION • • z $ ".� • • • • • • 4 4i �. S� O THRU 1 BY WOOD BUCKS INTO MASONRY OR COt1C� • • • • � z Q • 3 �y 1 -1 /4" MIN. EMBED INTO MASONRY OR CONC. • • • • • = N N • • • • •. o W DIRECTLY INTO MASONRY OR CONCRETE • • • • • • •�~ N • _ ?S 1-1/2 MIN. EMBED INTO CONCRETE • "' r n • : • • • 1/4 " DIA TES OR SELF DRILLING SCREWS (GRNE 5 I;S) • v � 3 � s 10000 INTO METAL STRUCTURES • • • • • Z I ` v4 Es STEEL : 1/8" THK. MIN. F 000 • • • • • / (y = 36 KSI MIN.) � F, O � A • ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) • • • N • (STEEL IN CONTACT WITH ALUMINUM TO BE PLAftO OR PANTED) • • • • � • • 2 TYPICAL EDGE DISTANCE 1 • • • • • INTO CONCRETE AND MASONRY - 2-1/2" MIN. • • • • _ • • • • • INTO WOOD STRUCTURE 1' MIN. • • Eg INTO METAL STRUCTURE = 3/4" MIN. • CONCRETE Pc = 3000 PSI MIN. o '• MASONRY Ym = 1500 PSI MIN. '? $ SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH M3 WHITE /ALUM COLORED SILICONE. a g o g o p °oso� e 8 V, E2 nqr AROMA wONt S ON IL FFLA. PE 38963 N MODUCT R_t WIEWFD 2i n C.A.N. 38 , .�,.,j yftb ft Mrida JAJ Boiid3c8 Cod. " drow)ng no. .° TYPICAL ANCHORS N Prody�l « - - &W 04 -37 SEE ELEV. FOR SPACING MAY Q s ZQO9 Diisr �� shCOt $ of 10 TYPICAL ANCHORS l I SEE SPA ELE � �� n l FOR SPACING _ I� E3 ���1 L.______ o, �� �� \ 2 • i • 14 E7 ACTIVE / r .� TYPICAL ANCHORS f 2 1 SEE -� f - — FOR ACING W � V V1 W� 2E WOOD 9 K g l a -_ _- 0 0 P OOD STRUCTU G 9 • ° 53 52 V4 E9 S6 E6 D.L. OPG. E1 O LOCKS " d 24 SEE SHEET 4 —� FOR DESCRIPTION EXTERIOR LEAF WIDTH • • t m • • 0 !i 1 0.000 FRAME WIDTH 1/2` MAX. 4! SHIM SHIM • • • • • • X • 6 6 ( ) •00.0• • n 0 ,6 • • —_ TYPICAL ANCHORS TYP11!Ar �lZV D SEE ELEV. SEE ELEV. 6 F Z Q • FOR SPACING FQt SIapANG W I` *000 • LOCKS E3 © O SEE SHEET 4 6 ••0• • •• �F N vt ,6•6• FOR DESCRIPTION j M 0 • 14 •• •• • ?nM I 96,66 INACTIVE ACTI • • • • - ' '^ • 6,6 • • • VS -A I • • - .9 • y1 • • : • W U(K)'C r 00000 • 9 I� N STRUCTURED i • a 53 52 V4 E9 E6 2 S2 ° a E6 D.L. OPG. E10 D.L. OPG. All D 24 1DY EXTERIOR WOOD DUCK LEAF WIDTH LEAF WIDTH � u c FRAME WIDTH 1/4' MAX. �� e 8 e SHIM SHIM ° (XX) � En9r: ARSKAD VIOAR • A CMt. FLA. PE f 39863 li" C.A.N. 3539 PRODUCT RENEWED t• complying with the Florida s%I*I, _ x a f ✓PJ_Jr- A dr °Wing n0. MAY 0 6 2009 �;A"" „,PF°m�tc°"°°l W04 -37 Ch 6 of 10 I #14 X i" SELF DRILLING SCREWS AT 4' FROM ENDS AND 12" O.C. MAX. . E11 O E19 E9 D.L. OPG 1/2" MAX. TRANSOM WIDTH EXTERIOR 0 �f X o • <�af� a ARSNAO YIOAR • • • !i i 0000• o } n •_ piteiiau D4tt �� Crowing no. MAY 0 6 2009 an,: aPw&wtcmuw � 0000•• • � �i 0000• • W 0000• 0000 • • • • • y • 0000 • ?H C ••0• 0000•• • � Zen I 0000 00 •• • 3 J 0.000 • • 0000•• 89 • • • Cp a C4 000.0 . . ...0 •0 • • 0 1 a ARSNAO YIOAR Cull FLA. PE /38863 C.A.N. V OG(K'1' III com,fying with the Fta" o } n •_ piteiiau D4tt �� Crowing no. MAY 0 6 2009 an,: aPw&wtcmuw W04 -37 u� TYPICAL ANCHORS A! SEE ELEVATIONS �Y FOR SPACING ` 3 T. n f i E20 �/ V4 Q g � � TYPICAL ANCHORS c SEE ELLII. © O • _ FOR SPACING m • 7 i - h • • • a •••• V4 E12 Eta • • • N • • • • • • g � � • • • • W •••••• • FT—Q •••• • �Q • • • •• fx a •••• • j1-N - •••• o O •••••• • _ - • • :Z) I •••• w f •••••• :• �'; _ 4 ••••• • • • 00 F ••••• a va 52 V4 E9 • • `ro a a 2 • • • • 24 E6 ExT�RI�z • • • • • I' • • D.L. PG. D.L. OPG. • � LEAF WIDTH t /2" NAx. SIDELITE WIDTH DOOR FRAME WIDTH ° -� SHIM _ Eq (DOOR W/ SIDELITE) • p ° V4 Et9 � o 9 S o 20 ogo Y O Ell r ° � En91: ARSHAD VIDAR $ CIVIL FLA. PE / 382fi3 VRODDCTR6NEWED g C.A.N. 3538 M twmpiyie8 with Rw Fimids �, B 7 a ° 80. N� -0607 go Y6 drawing no. TYPICAL ANCHORS SEE ELEV. FOR SPACING O 6 2009 hLan! N. COnoei W04 -37 MAY n iNSi sheet g of 10 ! i i i i 3.750 ITEM g NUMBER REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 4 u rc 125 4.000 E1 RD45 -023 1 ME HEAD 6005 -T5 - !� II . too - - FRAME - __ -- _ E2 RD -024 1 FRAME SILL 6063 -T6 .090 2.125 E3 RD4 _5 -022 _2_ FRAME JAMB 6063 -T6 - Z �� W 3.000 1.625 .125 ' 938 E4 RD45 -004 1 /LEAF TOP RAIL 6063 -T6 - 2.125 1.813 -- L - ....__ F w I 100 � ES RD45 - 021 1/ LEAF BOTTOM RAIL 8083 - - 090 TYP. E6 RD45 -006 2/ LEAF HINGE STILE /INACTIVE LEAF LOCK STILE 6005 -T5 Iv � __ P7 RD45 -002 2 _ VERTICAL JAMS STOP 6063 -T6 - I I 687 Typ �I '572 IX : 2.6tO iN \4 I-• -1.875 �I SX 08731N \3 _EB R_045 -010 AS REQD. GLAZING BEAD (LAM. INSUL. GLASS) 6063 -76 - �r c Sx 1.363 N \3 E GLAZING BEAD (LAM. GLASS) 6063 -T6 - _ SIDELITE HEAD /SILL _ SIDELITE JAMB Ef9 RD45 -O07 AS REQD. 0 RDtS -Ot7A AS REOD. LOCK STILE ACTIVE LEAf GODS -75 - V 2 Ell TRANSOM JAMB E1 DOOR HEAD Eli T HEAD /SILL - -- E11 RD45 -014 AS REQD. SIDELITE HEAD /SILL. TRANSOM JAMB 6005 -T5 - c 8 g < 1.812 -^-� p- --4208 E12 RD45 -015 AS REQD. JAMB AT SIDE LOE, HEAD /SILL AT TRANSOM 6063 -T6 - E13 RD45 -016 AS REQD. SNAP COVER YI a6 Q n .100 1.688 ' D E19 RD45 -029 AS REQD. INTERIOR SNAP COVER - - CC e g ,115 1.470 E20 RD45 -030 AS REQD. ANCHOR CLIP, 8" LONG 6063 -T6 1 7 062 Mt RD45 -MOI 4/ LEAF HINGE ASSEMBLY 6005 -T5 - Q 4.000 M3 RD45 -M03 AS REDD, FLUSH BOLT AT 3 POINT LOCK 2.025 M14 W31384NK AS REQD. WEATHERSTRIPPING - - 2.115 2.187 •156 - M20 - 3/16" a 1/2" M 4" SETTING BLOCK. - 6" FROM EACH END i I 4.125 -d1 EIS SNAP COVER M21 - 1/2" x 3/4' K 4" SETTING BLOCK. - 6" FROM EACH•END k MIDSPA• I v HINGE STILE • • • • J M24 RD45 -M13 4/ LEAF HANDICAP OFFSET HINGE ASSEMBLY 6005 -TS .1 ° Ba ° 156 EB INACTIVE LOCK STILE M25 W31421NK AS REQD. WEARHERSTRIPPING - - • c. ` n • •••• W -1.687 �1 VI 0375T270 DOOR W'STRIPPING FOAM 0 -L w V2 V -059 OFFSET BULB VINYL WSTP. PVC 900000 FRAME JAMB Sx 1. S L d a • IX 1.0 024 N\ I 2 iN \a �4.2090� 1.246 .875 V4 V -009 BULB W'STRIPPING PVC WIBORG, - 9 Z Q • • • : E3 1.750 �y 1- V5 V -065 PEROXIDE THREAD -IN FINGER - TREMOD • • •� = N -3/8"-16 F READ_HX.HD.,_ _..__. - 1 PER tU E@8) (LAM. INSUL. GLASS) Z ]'- N • ! • _ 1.750 53 4/ HINGE 012 - 24 X 3/4" LG. PHIL. F.H. MACHINE SCREW ST /ST HINGES111MI 1A" SCREWS* S6 AS RE00. 12 X 1 -1 4" LG. PML. SINS. 5T /S7 ASSEM ARS h .552 SEE SHEET 4 FOR LOCKS OPTIONS AND DESCRIPTION ¢ Z '^ • 4.000 100 • • • W 40 •••• Et ACTIVE LEAF LOCK STILE 1.2a� �5 • • • • w ~ • • • • ••••• I II 562 • ° • -"•I M-.562 GLAZING BEAD E9 (LAM.'. GLASS) Es TOP RAIL c 0 1.875 1.870-1 y k . ° u LOO eeo ° g .875 .070 1.376 062 - � •E88$ .188 I 7.750 6.875 7.995 --d11 c < 3.750 Et INTERIOR SNAP COVER C E2 FRAME SILL y - .� I E'�9r..JtCwN "OAR $ 4 I CARL 3.570 FLA. FE 0 TRE 38863 a C.A.N. 3536 ODUCNEWED .06]�]4 � 4hnPlyltr3wNh the F1orlde .542 .447 I ng Cote 1.750 -.J once No O� 4 irlitiox DAB �1S14�L.1� drawing no. .625 y E ANCHOR CUP ES BOTTOM RAIL E7 VERT. JAMB STOP MAY O B ZOOS Mie miD W04 -37 ProdlrctC p,wvlon sheet 9 of 10 DOOR TOP CORNER �� Fat" :a t D. 56 T % Lt" % 2 X 1/4" ALUM PLATE LEAF BOTTOM CORNER ____ — FIA. PE i 36e6a - - -_.. C.A.N. 3538 pnnldying with d ' code tans Ab DAM iemi P MAY 0 6 2009 ;.i�r„, O TRANSOM TOP /BOTTOM CORNER I FAF TOP CORNER 1 z 9 O Z I Q • Lo 0 + vo g a W el f � � m (al • • • • • • 0 O d1 • • Aeoese z ••• • —¢ 0000• •0•• • � '� 0000 JQ r M r • • • •• S ON � •• ii • K `Z 4. c 006.6 - n • • • • • K co I r • •006• • • 666• Lt" % 2 X 1/4" ALUM PLATE LEAF BOTTOM CORNER ____ — FIA. PE i 36e6a - - -_.. C.A.N. 3538 pnnldying with d ' code tans Ab DAM iemi P MAY 0 6 2009 ;.i�r„, O TRANSOM TOP /BOTTOM CORNER I FAF TOP CORNER • • • • • • • • • • Revisions • • A.2.10.101S1 ISSUE ' N.E. 1 01 st • STR� 0 ® PROJECT ADDRESS: p . -- 7 - R/VF (18 ASPHALT) • • • • • • 90 N.E. 101ST STREET • • • • • , ° • MIAMI SHORES, FL 33138 ^ ° ••• ia • • •�:• ••• BEDROOM i ORI1/E FIPI. I -,2 SCOPE OF WORK: 5' W " " m . • • • ,e • • REPLACEMENT OF 2 EXISTING DOORS NTH NEW IMPACT DOORS z � 30.00, AS SHOWN. GARAGE nr 2 CO W NO I.D. " w w W co NOTE: U J � I P.T. i I s ALL OTHER WINDOWS AND DOORS NOT SHOWN ON PLANS WILL Q m U) N `_ I , 1/2" NOT BE ALTERED AND ARE EXISTING TO REMAIN. J J U) 4.1 hD, 12 W Q O o FEPICEr0.2'Nf = W a � U a =I �z� COVeD NOTE: PORCH 0 w a 14 1 .STORY: 't ft W 4 ALL THE GLASS OF FRENCH DOOR AND GLASS IN WDWS. ADJACENT TO O '- a R TUBS & SHOWER COMPARTMENTS MUST BE CAT -II- SAFETY GLAZING TO s + I I ° EWIPMENT Z COMPLY THE SEC. FB KITCHEN DINING BEDROOM 0 12.1' 9 4 18.1` 20.1" a , ( Of ZONE 5 � . � - N `PATIO`! ''�' a -F 3 -2 75-3 /8 Mex 3- qRKCA, 5; >� +P = +52.t 51.8 C7 -P =° 68.1 ( 67. RC ALUMINUM.+ MINUM (B) I 0. D9- 0630.07 + No. 09- 0630A7� ALLOW: +80 -80 ALLOW: +80 -80 4 F1NCE.O.4'W,0AN- I ` 0.00' ( i (SEE N.O.A. ATTD) 1' -6 712'-4- ('6EE N.O.A. ATTO) E f P P. RC ALUMINUM a CORNER FADS INr P.P. " ' No. 09- 0630.07 7.+ �. 2.3 "S F i P 1 J.2' rfS POWER POLE 1 5 ' ALLEY R J W 10 ASPHALT NO L D. ALLOW: +80 -80 v J 1 .. _ SEE N.O.A. ATTD - -. - - ®may. -. - r ._: - ..�.. - ,-. - ZONE 5 Z �N ° +P= +49.4 .. r +� 0 C �p00 �€ EXISTING SITE PLAN U Ew N SCALE: 1'=1 lU 5 W EXISTING FLOOR PLAN a B 0 SCALE: 1'= 3/32" IL >0 d W 5 5 a =4.04 FLORIDA BUILDING CODE 2007 Q DESIGN PRESSURES FOR COMPONENTS & CLADDING aI� BUILDING DATA (VERSION 1.02) JOB INFORMATION Wind Velocity (mph) 146 /' 4) Importance Factor 1.00 Company JCD ARCHITECTS, INC. Door S c h e d u l e 6 4 � W 2 Exposure Category C f LU Directionality Factor (kd 1.00 Prepared By Employee Internal Pressure CoefBclent 0.18 Client Name MICHAEL BELUSH door size type material frame remarks Mean Roof Height ft 14.00 n0. W h thick job No. Building Width (ft) 45.60 Job Description CHANGE DOOR Roof n Len th 40.40 0 3' -0" 6' -8" 1 3/4" swing alu minum aluminum impact, NOA 09- 0630.07 date Roof Sloe x:12 3.00 nacNiTecrs.we. Job Number WALL OPENINGS Q 6' -3" 7' -1" 1 3/4" swing & m uss aluminum impact, NOA 09- 0630.07 Scale SHOWN OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE ® 3' -2" 7' -1" 1 3/4 fixed l mlass aluminum impact, NOA 09- 0630.07 MARK DESCRIPTION ZONE ELEV. (ft) WIDTH (Inches) HEIGHT (inches) PRESSURE (psf) PRESSURE (psf) 1 TYPICAL DOOR 5 5.00 36.0 82.0 52.1 -68.1 2 TYPICAL DOOR 5 5.00 75.4 85.0 49.4 -62.6 2A SIDELITE 5 5.00 38.4 85.0 51,8 .67,4 s A.- 2600560 Sheet No. A-1 . .•. •.• .•. .•. • FEB 1 ? 7010 s , 2010 -02 -23 11:12 BLOSSOM COLORS 3052309190 >> 1800 7530 S I 0 J� { 4 to w d .>t s .: ., Y � + �.=ss ✓�'' ',�p' Y dt's. F� t .` w wi .£f '.±' :... i. `fit! '' .. # 10 v . ;. JR NoT mRWA$iv STRUCTI Oft INC: REMAR xt ON W 75 AVE A �<sa� � 11 �'^ ... ser- OTHER %off 2010 -02 -23 11,11 BLOSSOM COLORS 3052309190 » 1 800 685 7530 P 3I4 i Ac# 4 4 9 77 8 1 S TATE OF FLORIDA DEPARTUZUT Off` BVISTWES49 PAOTUSTONAL REGULATION CON'S TRuct. D, 0044. 2 015678 .. Tlxis BUSINESS ORGA=ZATI Named. b Q,_ 'Under the provisicits. , Chapter 489 . 'Expiration dazeT ATTO 31, 2011 (his S t T A Ll MRS-E To P F WO . THIS L ` 1EMA O ' ' lbg TV A 3011 A NX 75TH: AVE CHARLIE . C IS Fps .1 DRAM SEQ 0 .t X163.012 .:1 GC06'1 Z0: is �'?�{p yam. �.M�n, ^�'f�'! y� '�{�''($� p� if xa=ed below IS .d'� gl:ixe .ANA:# ERAL C. 0. .. r 1 R �M' utx tho provisions of.... Vxp.�:ratJLon date AUG 31:' 2.01 "R I CORD 11-W-AR. ':RCO. INC ' 3i 1 3 . W .' �. AMI Pt 33. CI. CRISP CHARTLES W. 1. SSCRR TAR: F t ! � k T ` 3010-02-23 11:10 BLOSSOM COLORS 3052309190 >> 18006857530 ������ vrok CERTIFICATE 0 l6sush As 4,10A. 4FORMATION ASS AF. RVOW MAW If opo A Tv Fiv Airvvm ON UAll r-01 or, onyrr u ������ vrok 2010 -02 -23 11.10 BLOSSOM COLORS 3052309190 » 1 800 685 7530 P 114 t r SATE" OF FLORIDA or- FINANCIAL. SVkV . tVtS t0 # E t OO: PE SA. f0 CM'lfMATE OP ELtX'Tl= To 1« tXEMPT FHW Kt : U WMW C �: �� ::��1 � �.�01`�€ �'1~k�#�:r TJ-O 1 0 E1�E1 't0# G X74 v erfifi es %mt tim 328f 1 fty. has fxd5xfad t#,3: '.5 e(�li l ftL39?Y Florida L { jj^ e. 39; tae} 1a i'Fo .- C .F- ric t{'1.4,Y;,'r EXPIRATION DACM, 10, 2A, 12o1 i; PER SON- FEIN. fi: HER HIE O S0SIMS E. AND ADDR:E & 161 NW 7STH AVE SCC)P OF BUSINESS 0 "1€sA0!E, 7 a X *raw 4AP zROM& r ax #: ':ic 19 x •' r^} a %a: .. "-<^, .,...,..,..- ...., -.,- ,,..,._ . �. 'en P ma ,Pia , #.> fPgU,� #gf .9RT r`, 4'iR °%' �"*E°€' - � yrr*r' doa aCiS +'' VNWfi m 44P Q '�t ex "i "�a 3 ,K €,das ' "kl . 7 aardrl'v`i'aS a ct t^4 ....E..a b�'RS*:F f' tk' ,...........— ,..— ...:.y.«..,. S sq«5g A +tarv• avxasrz t*a 0r,O' £ifit'R�. �,a fhr' tt. ar.. r'!' m t a, r a :..v usFa :CabFS t a�r`rx :ut P Y +e ,xtsaas ;: a.� .S• -':aa Sx urar )m. k r•.:r}e 'sK :SUi x %3A 9r ! 5a ': Mpg:: - �"8'$! $i7 »,'2Rt'c }rv, d}a ;trio- x?x;a'a krt +renpk tht4 7 "r.o- ;o'a s ,xk V41 S v, . €-tm �. Nvihwe at k, }� t � )�'�M"45 t:. ake# k4 F # fi _ l S.F EX " : .. { * uaea? WIM d M x : ry, y ��� . nip a ` 4 F7bt✓8' .s# Rf.riA '�S'T F Nom% ` `� :v C "3 te, { A t k k,•x k , fi # .. ?., �F* q}.�'.�''�+" ? t OF k. #,� TKON f g e; ti e: " -mes�c > fgw 1,4' C' � fi f # Vie{ :' `"e, ptp,1'w. .,.jp, 'E4 k 21 *1 d• f & .X'PIR14,' WIN DATE. PSO K'ER8i.F' UARC s t' .. Uao. r. 1�rr C r �# f. .. t w e t4 a *c-lr+ : to 'v g s 3 Ta: ' 0 ..: a tsr t 4d-, E.' s . Ch' d•izk #:. A, . .,rytn 'fit, ks.3' ' APtk"' i€`a3 2T R+£' xaY:` - t=;#' tCk't dp.(§ca eY ; T £"` ; sa:F ,x3 T',s ite fa "f sp SaMN: r re, t �: fi .Ef i q Y 1 *, S.• a'3 T}4 r5." i'd a .s. 'Ff .. "3!{!.. t'�'s�4 . ».y.'�:u •C Y's�}r'S �x - .k >/" 1,'�" !f 4 r4 �.: ..,' CUT HUM 0r to'tt3fiT#7i "t£tft' 011 th kk..::A' Pia QATr".rlA7t ro R.I.X RO TQ B s.. M re :t) ter.. s Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 137681 Permit Number: WS -2 - 1 0 -209 Scheduled Inspection Date: March 15, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: HOLLOMAN, WILLIAM & CECILIA Work Classification: Door Replacement Job Address: 90 NE 101 Street Miami Shores, FL 33138- Phone Number 305 - 762 -7941 Parcel Number 113206013132 Project: <NONE> Contractor: HEMAR CONSTRUCTION INC Building Department Comments REPLACE FRENCH DOORS WITH IMPACT RESISTANT Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 12, 2010 For Inspections please call: (305)762 -4949 Page 19 of 29