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WS-09-489Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305 795.2204 Fax: (3Q5) 756.8972 BUILDING PERMIT APPLICATI FBC 2004 Permit Type (circle): Building RECEU V ED M 1 0 2009 Roofing Permit No. 4l vt Master Permit No. s Owner's Name (Fee Simple Titleholder) Phone # Owner's Ad City t -1 Tenant/Lessee Name Phone # Job Address ( w h e r e t h e w o r k is being d o n e ) a ) )° <f 1' -Cie— City - Shores Village County Miami -Dade Zip FOLIO / PARCEL # II 3j-44-: Is Building Historically Designated YES NO ,? V fr- Contractor's Company Name .t- fifr( Contractor's Address Phone # 17--90V-5/7,J. City t State ri Zip .k✓ Phone # State Certificate or Registration No. �i tificate of Competency No. Qualifier Name Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ['Addition ` DAlteration ['New Describe Work: e'er Repair/Replace 0 Demolition R 1RR1kltR RR RRRRR RRRflR RRfY f➢R RRRftR RRRf4R RR RR RRr"�sR RRRYtRft%s Rf1RRR1YN AR RRRRRR RRRRRRR RRRRR RR RRRRRRR Submittal Fee $ Permit Fee $ // CCF $ J•9fee' --' Notary $ Training/Education Fee $ Technology Fee $ 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 CONDTTIONERS, 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 ('commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Amt The foregoing instiwnent was ; wledged before me this day of haftk 20 11 , by h t.. ( 441-1,01-}-3 who is personally known to me or who has produced As identification and who did take an oath. NOT Y UJBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknow edged before me this day of )0,01 20J ,by ob7 t 3 tA- ) who is personally known to me or who has produced as identification and who did take an oath. NOTAR PUBLIC: Sign: O.S / r(_ 1 E)TAi i laChOn OF FLORIDA Print: Rosalie A. Slocum *AU V.,J9riy commission Commissio�n7 # D�Dy4599966(6� * €9"* *** ********ma A *a **r**a **** Bonded Thru Atlantic Bonding Co., Inc. aaaaaaaaaaaaaaaaaRa aaaaa APPLICATION APPROVED BY: (Revised 07110/07) Rosalie A. Slocum ea'#199966 Expires: AUG. 09, 2009 Thru Atlantic Bonding Co., Inc. ‘90-p/e- ‘..--,b7.0,5•B Plans Examiner onded Engineer Zoning FeCEX® USAirbill Express 1 From Date Sender's Name Nor 8692 4354 0802 Phone Company Address City ZIP Dap illearWte/Rooa 2 Your Internal Billing Reference 3 To Recipient's Name Phone Company c t Recipient's Address We cannot delver to P.O. bozes or P.O. 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Pert#1587&U81 • Rev. 18/86 AO"( de Der .RU(1IITx(T MM26OU1641 2219 Hollywood Blvd. Suite: 102. Hollywood, FL 33020 Phone (954) 9264359 Fax (954) 926-2021 (Entail: dediegoarchhaol.con @LL TO Mt.. vo T 1rrrM4 l(voo ot) '�• (4- 01) (1'') q7.40-0112 CLIENTS ND. REC INVOICE DATE INVOICE NO { 7.1(.0 et TERMS DUE DATE PROD NO DESCRIPTION AMOUNT Proiect cloolz etpeuK cisucul,&-root7 Qom, aY ,►Qtc l CJ-(€o a-r 2012 1.9. 6o t 17T M 140 I ,t- 10(745 FL �5 09_101 ►t0 df ///77,41z, 7v / fr ei/-e - ado/ 'A ,,,,,c/i/i (/4-1,„.„, 34i_ , 5 4,5vv.; 7 (...„27)4, e Le_e2,,,,,,,,,5, 09 /0 a° 0 � \100c1 - c1 Miami Shores Village APPROVED ZONING DEPT BLD0 DEPT BY DATE SUBJECT TO COMPLIANCE WITH AU. FEDERAL STATE AND COUNTY RULES AND REGULATION; I WINDO2 v2 -18 Detailed Wind Load Design (Method 2) per ASCE 7-02 Analysis by: Company Name: DOOR REPLACEMENT Description: 253 NE 101ST STREET. MIAMI SHORES, FLORIDA truclure Type Wind Speed (V) Category (1, Ill, or M (B, C, or 0) Nat Frequency (n1) Slope of Roof of Roof (Theta) ype of Roof d (Dinectonality Factor) ave Height (Eht) dge Height (RHO Mean Roof Height (Ht) idth Perp. To Wind Dir (B) idth ParaL To Wind Dir (L) User Input Data Building 146 11 C 1 3.0 14.0 Gabled 0.85 9.00 14.00 11.00 50.00 30.00 mPh Hz :12 Deg ft ft ft ft ft Parameters Type of Structure • i east Horizontal Dim 0.37 exible Structure No Calculated Patentee's 4/17/2009 Cc* (33/z)*0.167 1*(zm133) "Epsilon ( 1 /(1+0.63*((Min(B,L)+1-11)/LzmrO.63) .5 ust2 i 0. 925 *((1 +1.7*lam *3.4 *Q) /(1 +1.7 *3.4*Izmm)) Gust Factor S ary' ISince this is not a flexible structure the lessor of Gust1 or Gust2 are used t Fla 6-5 internal Pry Coefficients for texts. Goat nditlan Gc i Max + Max - Bungs 0.00 0.00 rtially Enclosed Buildings E 0.55 • -0.55 Enclosed Buildings 0.18 -0.18 closed Buildings 0.18 1 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 DOOR REPLACEMENT Page No. 1 of 4 4/17/2009 WINDO2 v2 -18 Detailed Wind Load Design (Method 2) per ASCE 7-02 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev ft Ka Kzt qz lttfft" 2 Pressure (ib/ft 2j 2.01 *(15 /zg)"(2fArpha) Windward Wall* Leeward Wall Total Shear Moment Vii: -GCpi +GCpi -GCpi +t-Gcpi (Kip) , (Kip-ft) 15 0.85 1.00 39.37 19.69 33.86 -23.82 -9.65 43.51 32.63 244.74 Note: 1) Positive forces act toward the face and Negative forces act away from the face. Figure 6-6 - External Pressure Coefficients, Cp Loads on Main Wind-Force Resisting Systems (Me • • 2) I VWrhbie Foamiia Value tJaifs Kh 2.01 *(15 /zg)"(2fArpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh f .00256*(V)A2 *f *Kh *Kht*Kd 39.37 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256*V^2*1 *Khcc*Kht*Kd 39.37 _psf Wall Pressure Coefficients, Co errface Cp Indward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 Roof Pressure Coefficients, Cp 1.00 , i i3r,3i`. for Wind Normal to 50RFace dditional Runs may be req'd for other wind directions eeward Walls (Wind Dir Normal to 50 ft wall) eeward Walls (Wind Dir Normal to 30 ft wall) Side Walls Roof - Wind Normal to Ridge (Theta>=10) - indward - Min Cp indward - Max Cp eeward Normal to Ridge Top (Windward) rhang Top (Leeward) Boftom icable an Windward onl Developed by Meca Enterprises, Inc. Copyright 2006 Cp Pressure ( +GCp1 -GCpf - 0.50 -23.82 -9.65 - 0.37 -19.36 -5.18, -0.70 -30.52 -16.34 for Wind Normal to 50 ft face -0.63 -28.28 -14.11 -0.10 -10.54 3.63 -0.48 -23.11 -8.93 -0.63 -21.20 21.20- -0.48 -16.02 -16.02 0.80 26.77 26.77_ DOOR REPLACEMENT Page No. 2 of 4 4/17/2009 WINDO2 v2 -18 Detailed Wind Load Design (Method 2) per ASCE 7-02 Roof - Wind Parallel to Ridge (Alt Theta) - for Wind Normal to 30 ft face Dist from Windward Edge: 0 ft to 22 ft - Max Cp -0.18 -13.11 1.06 Dist from Windward Edge: 0 ft to 5.5 ft - Min Cp -0.90 -37.21 -23.0 from Windward Edge: 5.5 ft to 11 ft - Min Cp -0.90 -37.21 -23.03 Dist from Windward Edge: 11 ft to 22 ft - Min Cp -0.50 -23.82 -9.65 Dist from Windward Edge: > 22 ft -0.30 -17.13 2. * Horizontal distance from windward edge Flaure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind -Ford Resisting Systems wf Ht <= 60 ft Kh = 2.01 *(15 /zg) ^(2/Alpha) Kht = Topographic factor (Fig 6-2) Oh = 0.00256*(V)^2*ImpFac*Kh *Kht*Kd Theta = Angle of Roof 0.85 1.00 39.37 14.0 Deg Omer Cam Transverse Direction Longitudinal Direction Torsional Load Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpf qh (sf) Min P (Ps1 ) Max P (Psn 1 0.48 0.18 -0.18 39.37 11.73 25.91 2 3 -0.69 -0.44 0.18 0.18 -0.18 -0.18 39.37 39.37 -34.26 -24.25 -20.08 -10.08 4 -0.37 0.18 -0.18 39.37 -21.81 -7.64 5 -0.45 0.18 -0.18 39.37 -24.81 -10.63 6 -0.45 0.18 -0.18 39.37 -24.81 -10.63 1E 0.72 0.18 -0.18 39.37 21.42 35.59 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.63 0.18 -0.18 39.37 -31.74 -17.56 4E -0.56 0.18 -0.18 39.37 -28.98 -14.80 * p = qh * (GCpf - GCp3) Figure 6-11 - External Pressure Coefficients, GCo Developed by Mew Enterprises, Inc. Copyright 2006 DOOR REPLACEMENT Page No. 3 of 4 4/17/2009 WINDO2 v2 -18 Detailed Wind Load Design (Method 2) per ASCE 7-02 Loads on Components and Cladding for Wings w/ Ht <= 60 ft a= 3 a 2 r I a as Gabled Roof 7 < Theta. <= 45 3.00 ft Double Click on any data entry line to receive a help Screen Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 DOOR REPLACEMENT Page No. 4 of 4 Width f l spa i Area Eft"2) Zone QsCp Press lft'� Max Min Max Mtn 6" DR 3 6.67 ■ 20.01 4 0.95 - 1.05 44.37 -48.30 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 DOOR REPLACEMENT Page No. 4 of 4 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO-DADE FIAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MJAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 Je Id-Wen, Inc. 31725 Highway 97 North ChBoquin, OR 97624 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) andfor 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 jinni 'ately 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 detorminai by Miami-Dade County Product Como' Division that this product or material fails to meet the requirements of the applicable building code. This product is appmved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: The Jeld-Wen Series "Premitue-Outswfmg Opaque Wood Door wiwo Surface bolts APPROVAL DOCUMENT: Drawing No. S-2035, titled "Premium Wood Doors," sheets 1 through 7 of 7, prepared by marmfacture dated 071213/03 and last revised on 02109105, signed & sealed by James Dobrowski, P. E. bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration dMe by the Miami-Dade County Product Control DiViSktit MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying with FBC, as applicable, are required. 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 product7, TERMINATION of this will occur after the expiration date or if there has been apyisien or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an tnuliksiment 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 repro* of NOA. ADVERTISEMENT: The NOA number preceded by the wolfs Miemi-Dade cotmtj Plorida, foltowed by the expiration date may be dig' played in advertising btezatw e. If any Portion of the NOA is displayed, then it shall INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturetor its dikributors This NOA renews and revises NOA # 02-0722.13 and, consists of this page .1 and evidence pages E-land E-2, as well as approval document mentioned above. be done in its entirety. and shall be available for inspection at the job site at the request of the Building Official. The submitted documentation was reviewed by Isbaq L Chanda, P. Et- ._. NO140 c4-102105 EXpiratifillPat INiCealler 0* Ur Aliproval Mite,: Blzarcl, 0„3, 2005 - ? - '44111\ ME M:4. 0 REVISE AND MI E. P E.f ECTED D FURNISH AS CORRECTED 0 SUBMIT SPECIFIED ITEM I corrections er comments made on the shop drcwinp during this review do not relieve contrctor from corn- ! pliance with requirements of the drawings and spa ific tines. This check is only for revitw of general co ►k:mane with the design cone t '.. -c; a• and genera;; Lzmptiance with tithe iilP ; ... litiOf in ir the contrnt &corncnb. The contractor is re ponsipta for c,,n<'3;ning and coz r, !acing at quantities and dirnensk2s; selecting fabrication processes and; 3;sthnigm of con ruction; ccordimfing his work with that of au other trades; and performing his work in it safe and satisfaltory man hs. 4 MIGUELd& DIEGO, ARCHITECT i Date PA, . -.... _ ...,—,.. 7q..42Bit.-....... Jeld -Wen. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S -2035, titled "Premium Wood Doors," sheets 1 through 7 of 7, prepared by manufacture dated 07/20/00 and last revised on 02/09/05, signed & sealed by James Dobrowski, P. E. (Note: The revision entails removal of "Windjamber II" astragal). B. TESTS (Test reports transferred from file # 02- 0722.13), Test conducted per SFBC, PA202- 94, now termed as FBC, TAS 202 -94 1. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Forced Entry Test, per SFBC, PA 202 -94 along with marked-up drawings and installation diagram of single outswing opaque wood doors with sidelites, prepared by Certified Testing Laboratories, Test Report No. CTLA572 -WA and CTLA570WB dated July 22, 2000 and July 19, 2000 and both test reports revised on May 16th, 2001 and May 2nd, 2001 respectively, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS (transferred from file # 02- 0722.13) 1. Wood strength referenced properties data from, "Wood Handbook" and table prepared by manufacturer 2. Anchor verification calculations, dated 8 -24-00, prepared, signed and sealed by Mark Fetherman, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS (letters transferred from file # 02- 0722.13) 1. Statement letter of conformance and "No financial interest" dated January 13, 2005, signed and sealed by James Dobrowski, P.E. 2. Letter dated October 14, 2004, issued by Jeld -Wen requesting for revision & renewal, signed by Steve Strawn. 3. Statement letter of conformance and "No finacial interest" dated July 24, 2000, signed and sealed by Mark C. Fetherman, P.E. 4. Statement letter of no financial interest, dated July 24, 2000, signed by Steve Frey, Products Testing Manager, Jeld -Wen, Inc. E -1 t SLa`� tA�, Ishhq L Chia, P. E. Product Control Examiner NOA No 04- 1022.05 Expiration late: December 06, 2009 Approval Date: Mardi 03, 2005 Jeld -Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENT& Conte (letters transferred from file # 02- 0722.13) 5. Statement letter of compliance, as part of test reports No. CTLA572WA, and 572WB dated July 22, 2000 and dated July 19, 2000 respectively, issued by Certified Testing Laboratories, signed and sealed by Ramesh Patel, P.E 6. Letter of explanation dated May 22, 2001, issued by Certified Testing Laboratories for test reports CTLA 570 W, CTLA 570 WB, CTLA -570 WC and CTLA -572 WA, signed by Jim Blakely. 7. Letter of explanation dated May 23, 2001, issued by Ramesh Patel, P. E., witnessing engineer Certified Testing Laboratories for test reports CTLA -570 W, CTLA 570 W13, CTLA-570 WB and CTLA -572 WA, signed and seams by Ramesh Patel, P. E. 8. Letter of clarification for laboratory data, issued by Certified Testing Laboratories , signed by Christopher Benett (Lab Manager) for test reports CTLA -570 W, CTL.A- 570 WB, CTLA -570 WB and CTLA -572 WA, signed & sealed by Ramesh Patel, P. E. (witnessing engineer) 9. Addendum letter dated July 17, 2001 and August 02, 2001, issued by Certified Testing lam, Ramesh Patel, P. E. (witnessing engineer). G. OTHER 1. This NOA renews & revises # 02- 0722.13. 2. Jell Wen proposal letter dated May 09, 2002 and BCCO response dated 05-18-02. 3. Revised test reports CTLA 570 W, CTLA 570WA, CTLA 570 WB, CTLA 570 WC and CTLA -572 WA, issued by Certified Testing Laboratories, signed and sealed by Ramesh Patel, P. E. 4. Faxed Laboratory Worksheet data, dated July 05, 2001 supplied by the Certified Testing Laboratories and Lab notes provided through manufacturer, for test reports CTLA -570 W, CTLA -570 WA, CTLA -570 WB CTLA -570 WC and CTLA 572 WA. 5. Various letter of explanations and addendum letter referenced above. 6. Manufacturing plant address of Jeld Wen series "Premium". 7. Glazing N/A 8. The other NOA(s) related to this file are 00- 0915.06 & 02- 0722.13. Ishaq 1. Chaada, P. E. Product Control Examiner NOA No 04-1022.05 Expiration Date: December 06, 2009 Approval Date: March 03, 2005 E -2 JEL.DVEN® PRI US! WOOD DOORS ee AND &o OPAQUE OUTBWING GENERAL NQTE$ 1. THIS PRODUCT IS DESIGNED /0 MEET THE FLORIDA EIRL001O CODE 2001 WOOD ItAte O10)UAYEN Of RAS SST1 1 IN BIRO' AREA REQUIRES Rff USE OF APRROMFO SHUTTWOITIDEVAL PR0IECTI8V DEVICE COHPLY0T0 07TH WHY REOUWE10NWSC OJSTAAIIION OF DOS SYSTEM OUTSIDE OP ?IMHY, SHALL WET THE APPLIGT@LE COD RETIUNDIENTS FOR aROBORNE OEM PROTECTOR 2. 8000 MKS or ORERS. MUST SE ACS PROPERLY TO T&485IER LOADS TO 1i( SIRIO TLYO. . PRODUCT ANCHORS SHALL lE AS LISTED AND BRACED AS PER DETAILS. ANCHOR ONED ENT 10 WIERML SHALL SE 080070 WALL CRESSO0 O.V swam. 4 RR 0058)58 PRESSURE 807110 S8? TOSLE I, PAGE 1. T T w head and MOO Jamb mo llopw dpmdamea p0Ja mesa 4. •X .28. TTM Hood and side *Ma am mooted WW1 and MOW Wog 01J78 4. 8' X111t' wownabp fesoftha Top Domani.TTesbeanp(Nos la atteaMd to Oro ma. Ds bomb la aMa owl raft mestmobon. Th. stiles End a iRwawildwoodalseerOWNIAW OfWasmmHon** Tory we laminated wfha.08ffi' OWL wood veneer WOstORowfr (Sao 8OM Rom SI tor apookm). Tharanaerficeghostbpb+adbMsM aaandraga. The top raftbamm stod MTh* peentator afWoaas )WOmx4°Mbwooden bawls owl Oee bottom tall lacommas %to the padmaferaS9w/(8) Mr x4' bog wooden dowels. TABLE OF CONTENTS SHEET # DESCRIPTION ■<B>r11FITIdAL`EriTPL LI� , Z5ir•1J 6 -8 +47.0 pat —47.0 pat WNW NM= Nariliffii*Iitia 1L`II;[airtl. &ili., l �•]�rl•ga 111.111. 111•11111111Wrialif01;i, IMINIMINIMAMMIIIMMMMMINMMOMMIll eAAI-11 71ME C ", /' Kat THE SURFACE DOLTS ARC AN OPTION CNTNEMADOON WHEN US7NO THE WOOD ASTRAGAL. T NBY ARE USED TO ACNENET A HIGHER PRESSURE RATWG. ALL NACTNBDOORa NAVE SURFAOF80LM. SEE SHEETS S Ale '3FOR SURFACE BOLE OPTIONS. kO.SPIny Bono MOMS 2141.011111111LINIUMaffie a -1Derr eeea Aawmero DESIGN PRESSURE RATING (0 WHERE WATER INFILTRATION REQ 0 000RS) ENT IS NEEDED DOOR SIZE OPflON 1 WZgt SURFACE BOLTS ON ACTIVE DOOR OPTION 2 J SURFACE 80LTS ON ACTIVE 000R 6 -8 +47.0 pat —47.0 pat +08.0 pat —70.0 pel 8 -0 +4'7.0 pat —47.0 paf +65.0 paf —70.0 paf T9MCS 1. per, ore 7 -20 -00 seam 1:32 080.80 TJH ma 1119 SS 012,011/10 ere S-20.35 SHEET OF 1.15" MIN. EMS. Ci C —SINK ti} Irtrie ',1.. w �� � ��+ �`}r�r�rrrlly� %..0 .25" MAX. SHIM MN o 81.5" 6 -5 OVERALL FRAME HEIGHT 97.5" 8 -0 OVERALL FRAME HEIGHT SEE DESIGN PRESSURE RATING TABLE, SHT. 1 dvit H 1.25" MIN. EM8 ... n. ;���Il;iil IIIIIiIIIIIIIIilillll� A 1 r pk. 80,0" 6 -8 MAX PANEL HEIGHT 96.0" 8 -0 MAX PANEL. HEIGHT DESCRIPTION Material l7r(lL2l r241riI n 111111ZIL411•11 11.1111111231LiWYAERMERFAIIIIII -111111 ©L'11(�IiIILY'r' *�7r7 i ?13 iii lrilr8i7� �iai�:rtl�T!ri x ' 1 LC. pPGON OR ma TW 8U1.!t7f T N ORE O T N fF�r Afffivrarimmorot gramulatim ��ITIIVIIIIIL 7 ' "IOMI/E11,j x.4775 ..;1111 EMMA v yy. a 4- 0 x_ , END 1 1 L? . II EarrmwortmnammThirviviiminuriams 1' 2 1 VERTICAL CROSS SECTION otivok ;'• ya d ■1 O 1 Mauer imvalb Mr* ibbobrida 1114001.• A181k�r�fr$S a$ sasiatir cm 7 —PO -00 $ I8 owa on TJH a.c an ss awm rao� S-2035 mrgr 2 OF Z SEE NOTE 5 SHT. 3 .EXTERIOR ti". t T,;- ,ia......ve w titterer- 0 ttr LOCKSET NOT WN FOR MARRY 121E111.0 NWT a:mrRn nr Te AI •R "±i v SEE NOTE 5 SHT. .3 JNTERIQB LATCH JAMB TO SUCK T$ ON ACTIVE DOOR) NOTES; (Tf. TO PLL FUME_ E_ C9NFIGURATIONS) 1. SPACING FOR ITEM #20 ( #8 x 2" SCREW) TO ATTACH THE WOOD ASTRVA. TO THE INACTIVE DOOR IS AS FOLLOWS: FOR THE 6 •8 UNIT TOP DOWN; 3 ", 12" & 21", FOR THE 8 -0 UNIT TOP DOWN; 3 ". 14 ", 25" & 38 ": THE SPACING FROM THE BOTTOM UP IS THE SAME FOR BOTH UNITS; 3 ", 13 3/8" & 24 1/8 ". 2. THE SURFACE BOLT 15 INSTALLED AT THE TOP AND BOTTOM. ON BBOTH THE ACTIVE AND INACTIVE DOOR. OONLY, WITHOUT SFSURFACETBAITSl ON AACCTIVEE DOUBLE DOOR - SURFACE BOLTS ON ACTIVE & INACTIVE DOORS. �5URF oEA BOLTS ON BOTH ACTIVE & INACTIVE DOORS ARE ,d •.L f!4t LATCH JAMB TO SUCK AN OPTION TO ACHIEVE HIGHER DESIGN PRESSURES AS • SU ° OE = • TSON ACTIVE DOOR) INDICATED IN DESIGN PRESSURE RATING TABLE ON SHEET 1. .B SEE NOTE 1 SHT. 3 r BELTS A SEE NOTE 1 SHT. 3 SU :Y• : :• 3. THE THRESHOLD IS NOT ATTACHED TO THE FRAME. IT I9 NOTCHED AND ATTACHED TO THE FLOOR WITH ITEMS #9 2 1/2" TAPCON & #10 (CR LAWRENCE 335 SILICONE CAULK). APPLY A CONTINUOUS BEAD .128" THK. x ,375" W. AROUND ALL (4) OUTER EDGES WITH A MINIMUM OF (2) .ROWS IN A ZIG ZAG PATTERN IN THE MIDDLE THE ENTIRE LENGTH OF 'THE THRESHOLD, .128" THK. x .375" W, 4. THE TOP CORNERS OF THE DOOR FRAME, ARE STAPLED TOGETHER USING (3) 18GA. x 2" LG. x 1/2" CROWN STAPLES. 5. SPACING FOR ITEM /17 IS A MAX. OF 12" O.C. N ler Ar WISPOCIMMIWIS Ve101xximmis PREMIUM DOOR .50" WOOD DOWEL x 4.0" LG., 3 PLCS 1.75" 00 °S.4 „goo ros 10•A BOTTOM RAIL NOTES: 1. DOWELS ARE GLUED AND PRESSED 2.0" INTO THE RAILS AND STILES AT PANEL ASSEMBLY WITH PVA TYPE "1" EXTERIOR GLUE. 2. THE INSET PANELS ARE NOT GLUED INTO THE STILES OR RAILS. THEY ARE LEFT TO FLOAT W1TH THE DOOR AS IT EXPANDS AND CONTRACTS TO ELIMINATE DOOR CRACKING. PREMIUM DOOR .50" W000 DOWEL x 4.0" LG., $ PLCS t.75" .408" f+ .408" --I P'^ mauls MULLIRN INTERMEDL4TE ST1L E DIM. VARIES W /000R MODEL "—� (MIN. 9 3/18') T INSET TAN 1. N.T.S. PREMIUM DOOR .50" W000 DOWEL x 4.0" LG., 2 PLCS 1.75" -1 giCh 14- CO .408" TOP RAIL 1.75° ^1 --I .408" SIDE STJLE Want �uu vJVM DAM 7 -20 -00 SCALP 1 2 Cwa Sw TJH txa SS an IX+A NCa S -2035 Sheer 5 OF 7 i 4.56 2.19 -J 00 O QUTSWING BUMP FACE THRESHOLD COMPRESSION WEATHERSTRIP QDS -650 - -II- -- .089 (Min) WOOD PONDEROSA PINE C) BUTT HINGE 4x4x120A S TEEL 9/16" .051" WALL THK. 21 SURFACE - .QLT IVES #455, (.25" STEEL) O(1) PIECE W000 ASTRAGAL j^- .751 r .50 o 14-3 � I 23 $URkP4CE JOLT SP4CE.R (UHMW —PE) rte„ 2.001 2.ao L 22 SI(RFAFE 1 OLT STRIJ' IVES .125' STEEL 01' asm 7 -21 -90 eawa 1 : 2 own era TJM citm RW 0 1104 S-2035 wUT or „7_ • • • [Click here and type return address] [Click here and type recipient's address] Dear City of Miami Shores: We authorize RL Enterprises to pull a permit for exterior door replacement at 253101` . Sincerely, Notary, v 1 &k o U,141 CtIAAPI gait , C.9319 1st C Nototi PuW e 0_9 44\49 -` Q c \otwdk o cllty cittel).-11 A-6 Ya 0.,Vka c9vo`� green River Capital. LC as Attorney in Face Lim COIA ma ISIBP mai WA (46., l dz ....91 o { 1i 1 1 220 East Monts 13600 i San Leke My, Utah (34145 1,x 1 La =EH . elan OM MO tcaofLitS„ awn J bOOZOUIYPI When recorded mail to: C3A11333a Green River Capital, LC 220 East Morris Ave, Ste 300 Salt Lake City, UT 84115 LIMITED POWER OF ATTORNEY THIS LIMITED POWER OF ATTORNEY is made in connection With the:Property Management and Marketing Agreement by and between TCIF REO GCM, LLC (uTCIFREOGCM; LLC") and Green River Capita (RC7), dated as'of May 29, 2008 (the "Agreement"). TCIF REO GCM; LI.C: is currently, and prospectively expects to become; theowrier of real estate owned ("REG") properties located throUghoUt the United States. C-6-R-CIns agreed to provide. Management and marketing services for certain REO properties owneri by TCIF REO GCMTLLCIMenaged Properties".) pursuant to the-termsof the Agreement. TCIF REO GCM, LLC hereby makes, constitutes and appoints GRC, its true and lawful ationleyn- fact, With full power and ai.rthority to sign, execute, acknowledge, seal, (*flyer; file or record cantractt, deeds, instruments of Sale or any other instrument; appropriately completed„ with all ordinary or necessary endorserrentSi-acknowledgement% affidavits, and supporting closing doCtiments, snctuding but not limited to HUD-1 Settlement Statements, and to perform such other act or acts:as may he customarily and reasonably necessary and appropriate to effectuate the conveyance and transfer. Of title to or on to or on Managed Properties to third party purchasers:pursuant to the Agreement: Nothing herein shall give any attorney-in-fact the rights Or poWers tO:riegotiate orsettle any suit, couriterclaimor action against TCIF REO GCM,1LC. TCIFRECI GCM, LIC Will not be responsible for inspection cif any items being exectited pursuant to this Limited PoWera Attotney arid as.such; is relying Upon GRC to undertake Whatever:ProcedUres may be necessary to cortfinti to accuracy of such items. Any third party may rely upon a copy of this Limited Power &Attorney; to the same 'extent as-If it were an original; and shall be entitled to rely on a writing signed by GRCtO establish concluSively the identity of a particular right, power, capacity, asset, liability, obligation, or property for all purposes of this Limited.Power of Attorney. GRC shall not be obligated to fionish bond or other security in connection With its actions. hereunder. TCIF REO GCM, LLC authorizes GRC by and through any of its:directors or officers; or anylother employee who is duly authorized by GRC to certify, deliver and/Or record coples,Of originals of this Limited Power of Attorney. if any provision of this- Limited Power of Attorney shall be held invalid, illegal or unenforceable, the validity; legality Or enforceability of the other prOvisions hereof shall not he affected thereby. IN WITNESS WHEREOF, TCIF has caused this Limited Power of Attorney to be executed and subscribed in its name as of May 29, 2008. Witness: By Name: Dom lin Chung Titre: Vice President Withestz. By: Name: Alejandro J. Lopez Title: Vice President TCIF REQ GCM, LLC By: Name: Mitchell Saroberg Title: President STATE-OF NEW YORK -.) COUNTY OF WESTCHESTER ) On this 29th day of May, in the year 2008, before me, the:undersigned, personalty appeared Mitchell Samberg, personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the Withininstrument and acknOwledged to rne that he/she/they executed the same in his/her/their capatity(ies); and that by his/her/their signature(s) on the instrument, the individual(s) or the person upon behalf of which the individual(S)10t the person upon behalf of Which the individual(s) acted, executed the instrtirrient. NGTalAi SEA Notary Pubk, State of New York Ptilafts, 41010631, ift ommrEtpItGa Aprit 2t„ 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- 114064 Permit Number: WS -3 -09 -489 Scheduled Inspection Date: May 14, 2009 Inspector: Bruhn, Norman Owner: Job Address: 253 NE 101 Street Miami Shores, FL 33138 -2422 Project: <NONE> Contractor: RL ENTERPRISES LLC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060134800 Phone: (561)926 -0112 Building Department Comments Inspector Comments Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid.