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WS-10-548 f Miami Shores Village 'Wh OW Sh6 teis.: " u 10050 N.E. 2nd Avenue f , Miami Shores, FL 33138 -0000 Pt ` Phone: (305)795 -2204 Pxrrrrt Status APPRIIt Expiration: 1 010412 Project Address Parcel Number Applicant 952 91 Terrace 1132060030130 REBA PLETCHER Miami Shores, FL Block: Lot: Owner Information A ddress Phone Cell REBA PLETCHER 952 NE 91 TERR I MIAMI SHORES FL 33138 -3220 Contractor(s) Phone Cell Phone $ 1,200 00 ..._ ANDREW M WEISSING INC (561)289 -6271 Valuation: Total Sq Feet: 0 Type of Work: REPLACE DOORS Available Inspections: No of Openings: 2 Inspection Type: Additional Info: BUILDING Classification: Residential Fees Due A Jn Pay Date Pay Type Amt Paid Amt Due ccF Invoice # WS -3 -10 -37458 Education Sur charge 03/31/2010 Check #: 3549 $ 50.00 $ 79.20 Permit Fee Scanning Fee 04/09/2010 Check #: 7825 $ 79.20 $ 0.00 Technology Fee Total: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. April 09, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy April 09, 2010 1 r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 I Nu mb e r: INSP 143678 Permit Number: WS -3 -10 -548 Scheduled Inspection Date: May 19, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: PLETCHER, REBA Work Classification: Door Replacement Job Address: 952 NE 91 Terrace Miami Shores, FL Phone Number Parcel Number 1132060030130 Project: <NONE> Contractor: ANDREW M WEISSING INC Phone: (561)289 -6271 Building Department Comments Inspector Comments Passe G - f . /' CG - �:] Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 18, 2010 For Inspections please call: (305)762 -4949 Page 23 of 29 Miami Shores Villa e o' g Building Department f0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. 1 j PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) &II I aL 6u; l Vea_yA � Phone # ��� - 9'9'3 • O 32-4 Owner's Address qt f r City 46m; -:M0 'e._ State r- /. Zip 33135 Tenant/Lessee Name Phone # Job Address (where the work is being done) Hr - iii" Tcre City Miami Shores Village County Miami -Dade Zip $3iS$ FOLIO /PARCEL# ll- 'SZ.oG •dpi -d�3d Is Building Historically Designated YES NO k�-' Contractor's Company Name A f ye . Phone # Contractor's Address 7_ M7- -.,.zAr4F,4w4,.�+ [.n, h City 00- ,Q j State Jc/. Zip 331�Z$ Qualifier Name A ,V OJ * , mac Phone # - !*P'/ - Z.87 do W l State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ o Square / Linear Footage Of Work: 'S• 67 Type of Work: ❑Addition ❑Alteration E]New �epair /Replace ❑ Demolition Describe Work: ,�t,p�� g,��� 'I-ce/rI. I&V,h, Submittal Fee $ - Permit Fee $ Q �u CCF $ �' CO /CC r Notary $ Training/Education Fee $ Technology Fee $ 1' u Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -> Bonding Company's Name (if applicable) 6IA Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address 7 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 not be approved and a reinspection fee will be charged Signature Signature Owner or Agent . ' : Contractor The foregoing instrument was acknowledged before me this 3" The fo i g in ment was acknowl ged bef®reme th' day of (Y1 G 20 (D by Ll `� i' - Hf �.{,, - TT6, day oiC� 20 b who is personally known to me or who has produced 1`7�_ who is ersonally known to me or who has produced As identification and who did take oath. �' tification and who did take an oath. NOTARY PUBLIC: TAff PUBLIC: \ \\\ ��,Ill 11111JlJr / �� // / , s, ��4'•�i� 7 , Sign: Sign ,{ 4 , Print: a :� `L� '. Print: My Commission Expires: ` ���Q . o � ; o My Commission Expires: '� �EJ� o�����\ � APPLICATION APPROVED BY�' 111111 ?fans Examiner Engineer Zoning (Revised 07/10/07) � y �pBES r MUM S &'1l0xge &W&f 2?04%& -�- 10050 NE 2nd Ave Miami Shores, F13313 Phone 305.795 -2204; Fax 305.762.5253 OR www.miamishoresvillage.com CONTRACTOR LICENSING/ REGISTRATION REQUIREMENTS FOR ALL CONTRACTORS TO REGISTER IN THE VILLAGE OF MIAMI SHORES THE FOLLOWING REQUIREMENTS ARE NEEDED: DADE COUNTY CONTRACTORS A. Certificate of Competency B. Dade Municipal Occupancy C. Dade Occupational Occupancy D. State Registration E. Liability Insurance Certificate F. Workers Compensation Insurance or Exemption STATE CONTRACTORS: A. ✓ State License B. Occupational License C. ✓ Liability Insurance Certificate D. ✓ Workers Compensation Insurance or Exemption ***** * * ** * ALL INSURANCE CERTIFICATES MUST BE MADE OUT TO THE FOLLOWING *** * * * *** Miami Shores Village 10050 NE 2 AVE Miami Shores, Fi 33138 ALL PERMIT APPLICATION REQUIRE THE QUALIFIERS NOTARIZED SIGNATURE Business Name: ,� � ceJ�.� / C Business Address: Business Telephone: 0 9 - Go 7_ Fax Number; X19 8521 - a 4107 Qualifier Name: -� STATE OF FLORIDA _. DEPARTMENT! OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD - (850) 487 -1395 -a 1940 NORTH MONROE STREET WE TALLAHASSEE FL 32399 -0783 WEISSING, ANDREW , M ANDREW M WEISSING INC 21382 SWEETWATER LN N BOCA RATON FL 33428 - -- s rATE ©F F%oaina AC #_ 3 15 &6', Congratulations! With this license you become one of the nearly one million DEPARTMENT OF BUSINESS AND Floridians licensed by the Department of Business and Professional Regulation. gRC?F'R3S20NAL REGULATION Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. CGC 012 4 8 8 0 8/ 2 8 J 0 8 0 8 8 04701! Every day we work to improve the way we do business in order to serve you better. Ror,information about our services, please log onto www.myfloridalicense.com. CERTIFIED GENERAL CONTRACTOR There you can find more information about our divisions and the regulations that WEISSING, ANDREW M impact you, subscribe to department newsletters and learn more about the ANDREW M WaISSING INC Department's initiatives. Our mission at the Department is License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. IS CERTIFIED under th. provisions of Ch. g Thank you for doing business in Florida, and congratulations on your new license! ' sxpisacion sees, AUG 31,- 2010 L080E2802397 DETACH HERE Ac# ST ATE OF FLORIDA SPAR OF 1USI1x7E5S AND PR�OT�`E SSIt3PfAb REGU�AION IVSTRUCTIPR INDUSTRY L: ENSIPTG BOARD SEQ #yo80s2so3� 1 08/28Z200 ' 8 082047,015 CGC01248�& The GENERAL CONTRACTOR; Named below IS CERTIFIES Under the provisions of Chapter FS Expiration date: AUG 3i:+s 2010 WEISSING, ANDREW M ANDREW M WEIS'SING' 2138 SWEETWATER" BOCA BATON FL 33428 CHARLIE' CRIST CHAI2I�ES W,. =DRAGO GOVERNOR = SECRETARY t ,, Mar 30 10 09:15a Tom Cleary 561- 479 -2367 p.1 f Anne M. Gannon, Tax Collector P.O. Brno 37115 , West Palm Beach, FL 33402 -3715 www.taxrollectorpbe.com Tel: (561)355 -2272 ANDREW M WEISSING INC 2138 WEI SSING EWA A N DR EW M T�R LANE Account Number: 1993 -04125 2138UVEETWA B©CA RATON FL 83428 -1020 Dear Business Owner. This is your new focal business tax receipt. Please keep the upper portion for your records and detach the bottom of this form. Verfiy the information and display it conspicuously at your place of business; open to the view of the public. This receipt is in addition to and not in lieu of any license required by law or municipal ordinance and is suoject to regulations of zoning, health, and any other lawful authority (County Ordinance Number 72 -7). Receipts may be transferred to a new owner when evidence of a sale is provided; the original receipt is surrendered and a transfer fee is paid. Receipts may be transferred to a new location when proof of zoning approval is provided; the original receipt is surrendered and a transfer fee is paid. Business name changes require a new receipt. This receipt expires on Septembdr 30, 2010 Renewal notices are mailed at the end of .rune. If you do not receive the notice by the end of July, please let us know. f hope you have a successful year. Tax Colector DETACH AND DISPLAY BOTTOM PORTION, AND KEEP UPPER PORTION FOR YOUR RECORDS'""' 1 993 - 04125 STATE OF FLORIDA 0C-t€32 PALM BEACH COUNTY CLASSIFICATION LOCAL BUSINESS TAX RECEIPT EXPIRES: SEPTEMBER 30, 2010 ANDREW M WEISSING INC LOCATED AT ONTY $27.50 WEISSING ANDREW M 21382 SWEETWATER LANE BOCA RATION FL 33426 -1020 TOTAL $27.60 This receipt is hereby valid forthe above address for the period THIS IS NOT A BILL - DO NOT PAY beginning on the first day of October and ending on the thirtieth day of September to engage in the business,profassion or occupation of. GENERAL CONTRACTOR PAID. PBC TAX COLLECTOR CGC012488 $27.50 BTR 515 01926211 09l2512D09" ANINIE M. GANNNONt THIS DOCUMENT M VAL€D ONLY WHEN TAX COLLECTOR, PALM BEACH COUNTY RECEIPTED BY TAX COLLECTOR From:Tanya FaxID: Page 2 of 2 Date:3/2=010 09:30 AM Page:2 of 2 CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY` ° ANDRE 1 1 03/29/10 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Shelley & Associates, Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 420 S State Road 7, Suite 100 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. West Palm Beach FL 33414 Phone : 5 & 1 -9 & 9 -7100 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A. HW Mutual Insurance company 237$7 INSURER B'. Andrew M. Weissinq, Inc. dba Weissinq Construction INSURER C: 21382 Sweetwater Lane N INSURER D. Boca Raton FL 33428 INSURER E'. COVERAGES 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 CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR INSR TYPE OF INSURANCE POLICY NUMBER DATE (MMIDD /11NY) DATE (MMIDD/YYW) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 2000000 A X COMMERCIAL GENERAL LIABILITY 77PR7342113001 12/09/09 12/09/10 RREMIsES(E.do=ir.) $ 100000 CLAIMS MADE 5 7 ' 1 OCCUR MED EXP (Any one person) $S000 PERSONAL &ADV INJURY $ 2000000 GENERAL AGGREGATE $ 2000000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMPiOP AGG $ 2000000 X POLICY PRO LOC JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) ALL OWNED AUTOS $ i BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY NON -OWNED AUTOS (Per accident) $ i PROPERTY DAMAGE j (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ i ANY AU 0 OTHER THAN EA ACC $ AUTO ONLY: AGO $ EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR EI CLAIMS MADE AGGREGATE $ $ I DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION - - AND EMPLOYERS' LIABILITY YIN N TORY LIMITS ER ANY PROPRIETORIPARTNEWEXECUTIVE ❑ E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L. DISEASE - EA EMPLOYEE $ If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE- POLICY LIMIT $ OTHER I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION MIAMISH DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO $O SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. Town Of Miami Shores 10050 NE 2nd Avenue AUTHORIZED REPRESENTAT M iami Shores FL 33138 ACORD 25 (2009101) O 1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 03 - —'10 07;46 FIQM— ARMITAGE SOUTH, INC. 9549462140 T -739 P01/02 U -726 AC /V[! DATE {MMIDDrYYYY) #%- ' CERTIFICATE OF LIABILITY INSURANCE 1 3/30/2010 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE MOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL. INSURED, the pOlicy(i") must be endorsed. If SUBROGATION 1$ WAIVED, subject to the terms and conditions of the policy, certain policies may rBquire an endorsement. A statement on this certificate does not confor rights to the Certificate holder in lieu of such endomement(s), NAME: ustomOr SerVice Ext 3 03 Armitage Group i DNE Ext : 954.957.7000 AIC NO 954. 946.2140 Pompano beach, FL 33061 DR ESS :service @armitageaouth.com CIDUCER ER ID 0: weissin INSURER(S) AFKORDING COVERAGE NAICo INSURED Andrew M Weissing, Inc. dba IN$URERA:RY' afield Employers Ins Co 10701 Weissing ConstrUOtion INSURER B: 2 1382 Sweetwater Zane N o rth INSURER C: Boca Rat FL 33428 INSURER D : INSURER E: JNSURER F: COVERAGES A CERTIFICATE NUMBER :weisainIO -002 REVISION NUMSER:040 THIS IS TO CERTIFY THAT 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 CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LLTRR TYPE OF INSURANCE INSR y VrJ POLICY NUMBER MMIDD/YYYY 'MM LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY PREMISES IEx =ewrronco $ CLAIMS -MADE D OCCUR MED EXP (Ar)y one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMPIOP AGO $ POLICY PE Q LOG $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANYAUTO (Ea accident) w ALL OWNED AUTOS BODILY INJURY (Par person) $ SCHEDULED AUTOS BODILY INJURY (Per accident) $ HIRED AUTOS PROP DAMAGE $ NON -OWNED AUTOS $ $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS -MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION -.1; T C STATU- OTH- AND EMPLOYERS' LIABiUTY YIN Tr7RY t IMITfi FR - ANY PROPRIETORlPARTNERIEXEOUTIVE LLJED E.L. EACH ACCIDENT $ Mande al in Mtn eER EXCO4 Y ,„ w�nm��„ NIA 83023536 / r 5 2$ Q � srza�io E.L. DISEASE EA EMPLOYEE $ If Y , dBsC 0 ib N OF OPERATIONS below D E,L. DISEASE - POLICY LIMIT $ ESCPTIO OF DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES (Attach ACORO 101, Additional Remarke Schedule, it more space is required) CERTIFICATE HOLDER CANCELLATION City of Miam Shores SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores FL 33318 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE t y 3057568972 C #002 R #000 1, Nip rD 19$8 -2009 ACORD CORPORATION. All righTs reserved. ACORD25(2009109) The ACORD name and logo are registered marks of ACORD .~ , ����T��� �����L�����y��! V� �<� " �J^� Vk �� .�^`_` u u�� �» �`� �� ^~.,�-~_~~~~_~~�~.~~�~ °°=°°° ° °° = ° °°°°°°°° ° ° °°°°°°° ° °°°°°°°°° ° ° °=°°°°° ° °° °°° °° ° ° ° °° ° °°° ° ° °° ° °°°° °° ° °°° °° ° °°° ° ° ° °° ° ° ° ° ° ° °°° ° ° °°°° ° °° ° ° °° ° °° °°° ° °=° °°°°°°° ° ° ° °°° ° ° ° ° ° ° °°° ° ° ° ° °�°°° ° °°° ° °° °° � ° ° °° °° °°° ° ° ° °°° ° ° � �� �� -+ MIAMI -DADE MIAMI -DADE COUNTY, FLORIDA • METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.maimidade.gov /buildangcode Jeld — Wen, Inc. (OR) ° 3250 Lakeport Blvd. Klamath Falls, OR 97601 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 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 6' -8" W/E Outswing Glazed Steel French Door - L.M.I. APPROVAL DOCUMENT: Drawing No. JW0509- 03-01, titled "Wood Edge Impact Glazed Steel Door 6' -8" Outswing Single or Double ", sheets 1 through 6, of 6 prepared by O. M. Engineering Services, Inc., dated 12/17/04 with revision "C" dated 02/05/08, signed, sealed and dated 06/07/08 by Nimesh Bhaysar, 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 gfittiis entire NOAshall�be 1 ovided to the user by the manufacturer or its distributors and shall be a%ilabl -;fc 1 js je ji(h it ke job site at the request of the Building Official. This NOA revises NOA 9 DS- 13W1:an%Co4si$ts,q this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentatio;%)vas review id by Jaime D. Gasgon, P.E. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOA No. 08- 0312.09 COUNT ,�9R Expiration Date: May 25, 2011 • • • 'z ln` Approval Date: July 24, 2008 • .. • Page 1 • • • • • • • • • • • •• •• • • • •• •• Jeld — Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No JW0509- 03 -01, titled "Wood Edge Impact Glazed Steel Door 6' -8" Outswing Single or Double ", sheets 1 through 6, of 6 prepared by O. M. Engineering Services, Inc., dated 12/17/04 with revision "C" dated 02/05/08, signed, sealed and dated 06/07/08 by Nimesh Bhaysar, P.E. B. TESTS 1. Test reports on: 1) Standard Test Methods for Tension Testing of Metallic Materials, per ASTM E 8 -01 Along with marked -up drawings and installation diagram of the tensile properties of a steel door skin, prepared by Architectural Testing, Inc., Test Report No. ATI 61782.01- 106-31, dated January 30, 2006, signed and sealed by Joseph A. Reed, P. E. (Submitted under previous NOA # 05- 1215.01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistant 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 24113.2. 1, TAS 202 -94 Along with marked -up drawings and installation diagram of outswing steel door, prepared by National Certified Testing Laboratories, Test Report No. NCTL 210 -3195- 1 dated 09/28/05, signed and sealed by Gerard John Ferrara, P.E. (Submitted under previous NOA # 05- 1215.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by O. M. Engineering Services, Inc., dated 03/07/08, signed and sealed by Nimesh Bhaysar, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for "Clear or Colored Interlayer" dated 03/04/04, and expiring dated 03 /04/09. 2. Notice of Acceptance No..07 issued to ODL Inc. for "ODL/Westem Reflection Series Alukinum�GlWed Qt® I4itZkssembly- Impact" approved dated 03/22/07, expiring .. . . . . ... . dated 07/281t0.. ; g o : • . • • • • "'� t-- . • . • • • . . . . . Jaime D. Gasgon, P.E. . . . . • . . Chief, Product Control Division . . . . . . . . . . . . .. ... . . . • • . NOA No. 08- 0312.09 . Expiration Date: May 25, 2011 Approval Date: July 24, 2008 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Jeld — Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest and conformance, dated February 22, 2008, signed and sealed by Nimesh Bhaysar, P.E. 2. Statement Letter of conformance and letter of "No financial interest' issued Jeld -Wen, dated February 27, 2008, signed by Steve Saffell. 3. Laboratory compliance letter for Test Report no. ATI 61782.01- 106 -31, issued by Architectural Testing, Inc., dated February 06, 2006, signed and sealed by Joseph A. Reed, P. E. (Submitted under previous NOA # 05 -121 5.01) 4. Laboratory compliance letter for Test Report no. NCTL 210 - 3195 -1, issued by National Certified Testing Laboratories, dated October 07, 2005, signed and sealed by Gerard John Ferrara, P.E. (Submitted under previous NOA # 05 -121 5.01) G. OTHERS 1. Notice of Acceptance No. 05- 1215.01, issued to Jeld — Wen, Inc. (OR) for their Series 'W -8" Outswing Glazed Steel Door — L.M.I. ", approved dated 05/25/06 and expiring dated 05/25/11. . .... . .... . .. ... .. . . . .. 1 • • • • Jaime D. Gaston, P. . • • • ` • ` Chief, Product Control Division . . .. • NOA No. 08-0312.09 .. . • "` . "` . . Expiration Date: May 25, 2011 Approval Date: July 24, 2008 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 4 JELIrWEN® Steel WOOD EDGE IMPACT GLAZED STEEL DOOR a? 6 -8 OUTSWING SINGLE OR DOUBLE DOOR UNIT CC UTILIZING COMPONENTS FROM ODL! INC. AND 74" MAX. OVERALL m O FRAME WIDTH ENDURA PRODUCTS iNC. 37 1/ 2" MAX. 1 06 b FRAME WIDTH 36 1/2" MAX. Z O ¢ m 35 3/4" MAX. PANEL WIDTH Z W LL co GE NOTES PANEL WIDTH — W/ASTRAGAL 3 a ¢ op 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT Q FLORIDA BUILDING CODE (FBC) BASED ON THE SIGNED AND SEALED DATE; INCLUDING HVHZAND HAS BEEN EVALUATED IN ACCORDANCE WITH THE _ ' FOLLOWING; / TAS 201 -94 TAS 202 -94 / F- TAS 203 -94 O 21 1 /8" 21 1 /8" � Z WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERL Y TO TRANSFER = 21 1/8" a w F- MAX. MAX. _j E3 LOADS TO THESTRUCTURE. c0 MAX co D.L.O. O.L.O. o = OZ 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. S )B D.L.O. a w = w 3 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BEBEYOND WALL DRESSING w ¢ w INACTIVE ACTIVE OR STUCCO. y5 N n. DPP. / O iv ° m 4. DESIGNED PRESSURE RATING SEE TABLE L PAGE 1- 3 3 0 3 U¢ W O° 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY A A L 1 HURRICANE ZONE (HVHZ) g 3 3 m 2! O 2 6. PRODUCT DOES NOT REQUIRE SHUTTERS N N • Q j O rn 00 r Q N n N V W / / • • • z CC* • • °W`n w w RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) -- DOOR LEAF CONSTRUCTION: • • • • r N 6� 1 ri • Face sheets: 24 GA (0.021 "min) thickness. Galvanized steel A -525 • • • ° o w • commercial quality AKDQ per AS7 620 with average minimum yield O pia• • strength Fy(ave) =30627 psi. A A A •••• • Core Design: Ex anded polystyrene wish 7.0 to 1.2516s density, by Jeld -Wen Inc. 2 2 2 • • • • o • p • • • • • • � • } Panel Construction: The active and inactive panels are constructed from 24 GA REF ASTRAGAL BOLT ITEM # 12 rat • (0.021 "min) galvanized steel. The lace sheets at fop and bottom are bent 90' over • • • , z z the top and bottom rails. The top rail measures 1.0 "high x f - 688" wide. The steel • • • • 000 m Q a bottom rail measures 1.21 " high x 1.688" wide. The sides of the face sheets are roll SINGLE OUTSWINC UNIT (X J DOUBLE OUTSWINC UNIT (XX) o n formed into the latch and hinge stiles which measure 1-00 "high x 1.688" wide. The SCALE: 112" =1' - SCALE.' 112° =7' - :00:0: • interior cavity is tilted with expanded polystyrene. The face sheets are glued to the • • • z m • expanded polystyrene. The panels are cut out for the two -piece ODL Aluminum fire ALL DOOR MODELS ARE — VIEWED • • • • ¢ < O frame. Units are glazed with tempered and laminated impact 1 "1G. On double door FROM THE INTERIOR SID ° '� applications the Inactive door is fitted with an extruded aluminum astragal of • • • 000 ¢ w • 6063 -T5 alloy, manufactured by Endura. TABLE J DESIGN PRESSURE RATING Frame Construction: The frames are Constructed of fingerjointed pine jambs • • o- APPROVED FOR USE WHERE measuring 4- 9116 "x 1.114 ". The head jambs are mortised and butt joined to PROTECTION FOR WATER O O W the side iambs, and attached with three (3) 16GA 7116 "crown x 2" long INFILTRATION IS REQUIRED u) staples on each side. The threshho/d Is attached to the side jambs with POSITIVE +60.0 PSF _ N N A three (3) 16GA 7116 ' crown x 2" long staples on each side. NEGATIVE 60.0 PBF Glazing: ODL insulated lite is 1 "overall thickness, consisting of one (1) pane of 0.125" tempered glass; 0.5' air space: two (2) panes of 0.125" TABLE OF CONTENTS Z annealed with .090" PVE interlayer by Solutia. All fifes are sandwiched SHEET # ' DESCRIPTION NNESH t3HAVSAR DATE: 25/08 I-od into the panels. I TYPICAL ELEVATIONS PRO17s3CCREVISED FLORIDA P.E. NO. 58891 sDAL -AS NOTED 2 VERTICAL CROSS SECTION & BILL OF MATERIAL cs comptyirg wil6 toe Rbodo � //� 3 HORIZONTAL CROSS SECTIONS BwId :"6Cad% pp / '' EAG 4 ANCHORING LOCATIONS Accc7,ts.7ce 'O 1 rY cw, eY:S. SAFFEL 5 COMPONENT DETAILS DRAWING NO.: 6 UNIT COMPONENTS g ., sttirr M JW0509 -03 Miarui adz Product Control n.o. ear row Division oatu� O• sREET 1 of 6 _ --- s't�tlslmedc t4. 24637 — I� Item DESCRIPTION Material m 1 SIDE JAMB 1 1 4 x 4 9116" FIN JDINRED P INE PINE _1 1/4" 19 w 2 5/8" MIN. 2 HEAD JAMB 1 1 4 x 4 9 16 ANGERJOINTED PINE PINE MIN. Q 3 STEEL z Q 4 49 x 5/ 8" PHILLIPS F WO D S R Si EL D 79 5 8 PHILLIPS HD SCREW WITH 1 1 2 MIN. EMBED. S7 L O 1 1/2" 20 6 10 X 1 7 2 PHILLIPS FLATHEAD WOOD SCREW m 1/4" MAX. 7 8 X 3 PHIWPS FLATEHEAD WOOD SCREW MIN. EMB. SHIM THK. 20 8 8X1' PHILLIPS FLAT HEAD WOOD SCREW STEEL U fr -J •ma 2 9 COMPRESSION WEATHERSTRIP —ION DS -650 Z O Q M 11 1 OUTSWING THRESHOLD ENDURA ALUMINUM fl LL tV 2 (ALUM T6063 —T6) W Y 1/4" = co MAX. SEE 12 ASTRAGAL THROW BOLT STEEL ROD EL 5 16 x 18 STE Q Q r SHIM THK. DETAIL G SEE 13 ASTRAGAL BOLT STRIKE PLATE LOCATED STEEL n SHT. 6 2g ON HEAD JAMB DETAIL G 14 118 Go. 7116" CROWN x 2' LONG STAPLES STEEL 1 1 ^ _ SHT. 6 26 15 KWfKSET TITAN SERIES LOCK SERIES 400 m Y 4 28 16 1 KWIKSET TITAN SERIES OEADBOLT SERIES 780 5 9 28 17 ENDURA ULTIMATE HURRICANE ASTRAGAL ALUMINUM 21 34 9 ALUM 6063 -T6 30 ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL 21 19 2x WOOD BUCK WOOD 30 - 20 NON COMPRESSION SHIM W ool) 27 21 DOW 995 SILICONE SEALANT SILICONE IN 21 W 3` 22 7 IMPACT IG ASSEMBLY NOA 03- 0428 -02 GLASS 5 n w to = 27 21 23 1 8 TEMPERED GLASS LASS U j m 2 U 24 3 8 LAMINATED ANNEALED GIASS S v a °O O Lo o INTERIOR EX7 RIOR T 25 LOCK BLOCK LYL x 12' LG L IN a w o �� TOP RAIL FlNGERJOINTED PINE a W w ° s o W7 fOR E 27 BOTTOM RAIL 25GA MIN GALVANIZED STEEL STEEL . C 23 1" -. —TAR R��B 28 EXPANDED POLMYRENE 1.0 TO 125lbs DENSYIY BY JE1D -WEN W 0� a STEEL DOOR PANEL SKIN MATERIAL 24GA GALVANIZED STE L c -� w 23 1 „ 29 A -525 COMMERCIAL QUALITY 0.027' MIN. K. • t4O 2 } � • • - 22 a 30 ODL LITE FRAME ALUM 6 • • • 4 N g 31 ING 1 L D LVL • • • PIKE • W w ¢ • af W to U pJ • w 24 cama( - 22 3 LA 10 I I LN.• a F= • O N W \ 24 33 8 x 2 PHILLIPS FLATHEAD WOOD STEEL �) • • • • tO 34 13/16 f1W BUILDEX TAPCON WITH 1.25" MI STEEL o O • o 0000 & 0000• • x • • • • a a • 21 21 •0•• • • • q U a ' •• co 21 0000•• ••• We ••• 30 21 21 • • • coo _ •• •• 0000 3� •s• 28 30 21 0000•• • 021 Ej • • 27 ZS • • • o • ••�• o 5 29 • • • 6 9 • 27 • • • °w � • •• • ••• ° w li • 11 0000 b a 17 co to 0 00 w ^r 34 o Lo Co ' N d 1 1/2' MIN. EMB. o m¢ Z 19 NIMESH BHAVSAR DATE 215108 BY: EAG FLORIDA F.E. NO. 56861 AS NOTED FRODTJCT RL?VISED cr ..� c . es comply �g with the Florida 2m a bviltlingCoN DWG. 1 MIN DRAWING NO A" w 2 5 8" MIN. �^71 �> 01] croc. er:S. SAFFEL �/ .: �� VERTICAL CROSS SECTION TYP. B M arni od c Control w LIME " SDMtt.. W JW0509 -03 r.a atx seova 2 WOOD FRAAlE INSTALLATION SCALE. 6" =1' -0" 2 CONCRETE INSTALLATION SCAILE- 6" =1' -0" Division wuuoo. n airs sNtEt oc SEE NOTE #3 1 MIN ? 1/4" MAX. ] 1/4" MAX. 1 MI 5 SHIM SEE DETAIL G 15 SEE DETAIL G SHIM �� 5 SHEET 6 1 1/4" SHEET 6 1 1/4" rn MIN. 9 MIN. y 28 29 —1 C) 30 21 22 21 30 M w 31 1— t ri j U cc j a SE NO E #3 ? d LL N INTERIO - 6 Uj g¢ 0 J C7 4 w Y 4 25 21 n 5i 33 EXTERIOR 2 4 2] 0 9.. 19 32 4 2 20 u �/ 3 20 19 oz HORIZONTAL CROSS SECTION TYP. B 0 O CR S SECTION \,� WOOD INSTALLATION (SCALE.- 6" = 1' -0 ") ,V WOOD INSTALLATION (SCALE. 6" =1' -0 ") 1 1/4" o 1 1/4 MIN. EMB. o v MIN. EMB. 1 /4" MAX. 1 1 a o MAX. 2 5/8" SHIM 1 SHIM 2 $/g m p ti SEE DETAIL G MIN. SHEET 6 15 28 29 SEE S E 6 IN S o U 34 9 • •• • Q °z �'•�• • Y pd Lo ti W 30 = • z + 9 SEE.NOTE 4 34 LI 30 1 31 ••••• • 2 M v •• • • 21 22 w • G o 0 a • • • NOTE # + ° o �•i• 11zZESi4B • • • • 6 ff • D .•... .. + 33 EXTERIOR + • • g • 3 a _ • + o 25 21 24 21 29 • • • ti D' w 19 32 28 4 3 20 • • • z • 20 • • : 000*o • o 1 fIORIZ NTAL CROSS SECTION TYP. D • • • *Go* a a w 3 CONCRETE INSTALLATION (SCALE: 6" = >' —O ") 3 CONCRETE INSTALLATION (SCALE. 6" r1' -0 "J + N07ES: SEE NOTE #2 1. ASTAGAL FASTENER SPACING DETA L F. PACE 15. (TOTAL OF 74 SCREWS). O O w co N --t SEE NOTE !!i 1 1 7 2. LATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. ^ 4 INTERIOR tt BOTH PLATES REQUIRE /8 X 3" PHILLIPS FLAT HEAD WOOD SCREWS p 3. FOR ANCHOR SPACING SEE SHEET 4 OF 6 8 4. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/18" ET.CO TAPCON (NOA 102- 0503.07) U m Q O _ Z NIMESH BHA`JSAR DATE 21 51 08 FLORIDA P.E. NO. 56881 0 PRODU rRMSED sckE -AS NOTED ;y`' as complying with the Florida DWG. n BY: EAG 'ldt Code INACTIV Bm 8 C E ACTIVE n/ � adc ce No - . p9 SAFFEL Rd.: EXTERIO 29 32 25 28 �E ASTRAGAL CROSS S_F.CTIO By wa a s 36rmb we JW0509 -03 L Mi Pmdact Cootml a.n eo>< ssnoee oawrq n arse 3 (SCALE. 6" = 1' -0 ") Div s on y _ sHeEr 3 a 6 SEE DETAIL B 2 2 SHEET 5 n SEE DETAIL B c SHEET 4 SEE DETAIL A 1 SEE DETAIL 6 m io J 6" —I 6° SHEET 5 ho 6" t 2 2/5" NP. 3" TYP. 6 "--{ SHEE7 4 CJ cr - U -j z 0 - o� 1 1 II II i 2E w _ WS J i cnN 5 < �\ 5 0M Lo 4 TYP. 4 SE DETAIL D "� "h ' i�j . EL TYR M SHEET 5 n N A — _ 8 C G 00 D M wz_ - - 3 a 3 3 M \ U r 4 D U U0o z l oo o c � U ma to M 5 TYP. t0 M <D W Of Lu O Q Yr •pp U� • t30 � Z O i 6 1 i t i i 1 • ••• •• oWVI p�� 6 SEE DETAIL A - -I 3" NP. • • • • • • � N v + 37 1/2" SHEET 4 6" I- - --�-12 2/5" TYP. 6" SEE DETAIL A • • • • • • • 4 z • 74 „ SHEET 4 • • a • • • • o 00 • i 1 ALL DOOR MODELS ARE VIEWED • + • • • a • • • • 1$ FROM THE INTERIOR SIDE 1 t • • • • • SEE DETAIL E SHEET 5 • • + • • • • •• •• moo D ANCHORINC LOCATIONS ANCHORING LOCATIONS DOUBLE ' • • o •' OUTS IPINC SINGLE UNIT LX) OUTSWING UNIT (X1e ) • s • • • • SCALE 1 2" =1' -0" SCALE. 112" =1' -0" • • • • o Li Li Tn s so 21 M 0 2 •s• 14 ti moo 1 Nd 1 Umaz 11 NIVAESH BHhVS - AR ptiE; 2/5/08 gztZNluer REviSGb FLORIOA P.E. W. 56861 SAS NOTED � tmntplym with the FlMdr* Band ng Ccdc /1-/ DwG. 9Y: EAG AccePta "N" - . (/?J,;� cmc. er:S. SAFFEL 14 ate _ ORAWW ND.: DETAIL A DETAIL B m crrx+ SEK lft W. JW0509 -03 M18mi ade kt Contml PA wx eaacae SCALE. 3" =1' - SCALE: 3" =1' - riivtston aMow, tm 3 -,F T 4 - 6 4 9/16" ANCHOR ® EXTERIOR SIDE 3/4 „L �.4N 2 EXTERIOR 13 7 34 2 ( DN 8 1/8 1/2 2 0 0 1 0 4 1 0 0 3 3334 ?�Q • IN IOR 13 5 0 5 1/2” 17 W X ~ ® DRILL 3/8" ASTRAGAL 1 Q n 4 RETAINER SOLT HOLE 33 W _ THRU FRAME /MASONRY 33 34 u M X 4 6 x 1 -3/8" DEEP DETAIL B DETAIL C DETAIL D DETAIL A —HINCE MOUNTINC DETAIL THROIPBOLT STRAW' PLATE. FOR HEAD STRIKE PLATES TO JAMBS STRIKE PLATES TO ASTRAGAL SCALE. 3" =9' -0" SCALE: 3" =P -0" SCALE: 318" =P -0" SCALE. 3/8" =>' -0" °� z � m U 1 M QWD 1" o0 O La K F o .♦ ui Z " n • • i ii f -? w m�• •• 17 DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE " G i. • . • i • THRU THRESHOLD MASONRY x 1-3/8' DEEP . 1/2' x 1 / 4 l) SPACER c 0 't c ' 30 x2 0110 • w• :•• .• - X01 i••• i. .• • . PERED Gla 0 •0 I NTERIOR s i • • z cc so 0 no r12 7 34 TYP. � - 0000•• �� 8 `� –• • • • z�� •r I 0.090" PVS. • • . • z t EXTER OR • RITERLAYEROBY • 18 i _ •• 4UTIA •• • Qw i. 1 "— 3/4" GLASS BITE 21 1/8" ANNEALED h Qp w DETAIL E DETAIL F – ENDURA ASTRAGAL �"' o �ASTOM RETAINER STRIKE PLAT FOR ILL FASTENER SPACING USE yBxP' PPII W6 GLAZING DETAIL ISOLATED CLASS 04 a SCALE. 3" =P -0" SCALE: NTS SCALE.- 6" =>' -0" U m ¢ °z NIMESH 8HAVSAR DANE: 2 5 08 PRODUCTRMSED FLORIDA P.E. NO. 56861 s NOTED p as ildIng C Cod ck with lha FlotidG 8n _ /ice DWG. By EAG p ' ild ?ng o �y . Aao7unco No 0 -t7 2 Oq yy' c— �S, $AFFEL 1 e au o /1 0 Dante NO-- BY lvc „ JW0509 -03 Miami Control v.o. KA seamen Division omw«w. n saav st+� 5 Di 6 - I 4" 0 — m 4 9/16" C1 II N O O � 7 / - 77;,/77 j/ / / � I 4 9116" v Z W m r 2 3116" (Min) \ n W Y �_ ca 1 N SCALE 6 "D O" 3 BUTT SCALE 6' =>' OA' 9 QDSp650 SCALE AT�ERSTR�P 11 I G ALU SCALE 6" = >'_p•• (ENDURA) cl 19 MATERIAL 6063 -76 2 112" 1 13116" I 1 1/4" io ° w z 3 1/8" ---j 1 3116 - 1�- 1 11116 �-- n u w on �Lasrnng 1 11 / 16" _!_ a ep ° w --� O SU PPORT N o 0 BLACK P w Cr w a 1 11 O • o 26 5 16" .� / � z • •• • _ m TOP RAIL PINE • • ° w w _ • ( ) •• • 31 w � z SINCE STILE (LVL) • $� O �-� gpTTOM ern a • 1l � STRIKE TE LATCH STILE LVL l �.y \EyDURA ALUMINUAf ASTRAGAL �,��51'EEL 2� AV! GAL STRI GALP. •• R � •• •• �— SCALE: 6" =1' -0" SCALE 6" =1' -0" 25 SCALE. 6" =1' -0" 32 SCALE: 6" =1' -0" 2 I SCE+ • 1' -O" a o • MATERIAL 6063 -T6 • • • • • ° a • . • • • .1 314' • • 2 112" •••• •• • O •• W-- (7 O O • l � Z O • O ! I• • c0 � • U � ¢ •�• • ••• < W �• ASTRAGAL BOLT • �; • MAT. - C/R STEEL ROD ASTRAGAL SILL ODL LIP -LITE FRA" • m o 12 INF, & YELLOA CHROMATE r 6063 1' TS SCAL E. 6" =1' -0" 3 p LU SCALE.• 6" =-0" r a 18 N d c UCOQC5 xevtsso 3/16" C -SINK. ' �-.- NOTE 1 -USE X10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT NIMESH 6HAVSAR once 2/5 08 � WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. r orply FLOR!pA P•F NO. Sliest as complying with the Florida SCALE AS NOTED / 2 -USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. Buil"o Code 3 -USE 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. AcceptanceNo0 1 • �C WHEN INSTALLING INTO CONCRETE /MASONRY SUBSTRATE AT SIDELITE SILLS. �� lrZ�a� CHK. e• -S. SAFFEL By oRAWM NO.: DETAIL• G - COUNTERSINK DETAIL beiw " amwcv a 39R+ . K. JW0509 -03 SCALE.- 114" =1' -0'• Division MAN SHEET 6 of 6 FOK or , MECAWind Version 2.0.2.7 per ASCE 7 -05 Developed by MEGA Enterprises, Inc. Copyright 2010 www.mecaenterprises.com Date 3/31/2010 Project No. H100220 Company Name YHCE Designed By Address 12151 SW 128 Ct, Suite 104 Description City Miami Customer Name State FL 33186 Proj Location Miami Shores, FL File Location: \\ Your- 780c524461 \d \2010 \MISC \H100220 (952 NE 91 Ter) \H100220 Wind Loads.wnd User Input Data: Basic Wind Speed(V) = 146.00 mph Structure Type = Building Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 2.67 : 12 Slope of Roof(Theta) = 12.53 Deg Ht: Mean Roof Ht = 14.50 ft Type of Roof = Gabled RHt: Ridge Ht = 17.00 ft Eht: Eave Height = 12.00 ft OH: Roof Overhang at Eave= 1.50 ft Roof Area = 2213.00 ft^ 2 Bldg Length Along Ridge = 48.00 ft Bldg Width Across Ridge= 42.00 ft Main Wind Force Resisting System(MWFRS) Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi = 0.18 Enclosed Bldg -GCpi = -0.18 Figure 6 -6 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems(Method 2) MWFRS -Wall Pressures Perpendicular to Ridge Wall Cp +GCpi(psf) - GCpi(psf) --------- - - - - -- -- - - -- --- - - - - - -- ---- - - - - -- Leeward Walls -0.50 -23.82 -9.65 Side Walls -0.70 -30.52 -16.34 Top Elev Bot Elev Kz Kzt qz - Windward Wall- Total Shear Moment ft ft psf +GCpi -GCpi + / -GCpi Kip K -ft ---------------------------------------------------------------------------- 17.00 7.00 0.87 1.00 40.43 20.40 34.58 44.22 14.9 52.0 10.00 .00 0.85 1.00 39.37 19.69 33.86 43.51 35.7 305.0 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting at 'Bot Elev' 01 *** • • • • •• Roof Location• • •: �`p: +GCpi(psf) - GCpi(psf) ',`���,681Q0 Windward - •L�n•C� •• • • +0067 29.51 15.34 "7C Windward - Max Cp 0.12 11.10 3.0 `� ;o Leeward Perp to Ridge -0.44 -21.81 -7.64 ` '� y► Overhang Wop - 3 -22.42 -22.42 • Overhang :T�p :Leeward): • y0.44* • -14.73 -14.73 Overhang • (Bdin; :oQly) • • • 0. & : 26.77 26.77 ••• . • ••• ••• • es i MWFRS -Wall Pressures Parallel to Ridge ♦ � Wall••• • • • • Cp ••• • • � :• � � +FCpi(psf) - GCpi (psf) ® I� • see 0 plot . ..... . ... 0 � --------- - - - - -- - - - - -- ---- - - - - -- ---- - - - - -- Leeward Walls -0.47 -22.87 -8.69 Side Walls -0.70 -30.52 -16.34 Top Elev Bot Elev Kz Kzt qz - Windward Wall- Total Shear Moment ft ft psf +GCpi -GCpi + / -GCpi Kip K -ft ---------------------------------------------------------------------------- 17.00 7.00 0.87 1.00 40.43 20.40 34.58 43.27 12.7 44.5 10.00 .00 0.85 1.00 39.37 19.69 33.86 42.55 30.6 261.1 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting at 'Bot Elev' Roof - Dist from Windward Edge Cp +GCpi(psf) - GCpi(psf) --------------------------- - - - - -- - - - - -- -- -- - - - - -- ---- - - - - -- 0.0 ft to 7.3 ft -0.90 -37.21 -23.03 7.3 ft to 14.5 ft -0.90 -37.21 -23.03 14.5 ft to 29.0 ft -0.50 -23.82 -9.65 29.0 ft to 48.0 ft -0.30 -17.13 -2.95 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 4.2 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft ^2 GCp GCp psf psf -------------------------------------------------------------------------------- Zone 1 1.00 1.00 1.00 1 0.500 -0.900 26.775 - 42.524 Zone 2 1.00 1.00 1.00 2 0.500 -1.700 26.775 - 74.024 Zone 3 1.00 1.00 1.00 3 0.500 -2.600 26.775 - 109.461 Zone 4 6.83 2.92 19.94 4 0.947 -1.047 44.377 - 48.31 Zone 5 6.83 2.92 19.94 5 0.947 -1.294 44.377 - 58.042 H. . . ..... ....... ��•�� �,c�rus '� . e � • • • • • • • • • • • • A- No. • • • • • •' r • • r • • 0 0 . 0 ••• ••• 0 PIZ 0:0 • • • • 6:0 • • '�'s� 00 N• 7 ! • • • • • • • • • • 000 • • • • r • • • • • • • ��� ® �®®®��w��e t� Miami -Dade My Home Page 1 of 2 My Home xx yh _ - _ MIAMI•DADE 64 QUL. TO 4t Show Me: Property Information Legend Search By: Property Select Item Boundary Selected Property ® T ext only ( Pr operty Appraiser Tax Esti r,ato „. Street Property Appraiser T ax Highway Comparison Miami -Dade i County t . ortability S.O.H, Calculator Water Summary Details: � Folio No.: 11- 3206 -003 -0130" N Property: 952 NE 91 TER IN E Mailing REBA V PLETCHER & Address: LINDA GAIL HELDSTAB $ 52 NE 91 TERR MIAMI SHORES FL 3138 -3220 Property Information: P rimary Zone: 0900 SINGLE FAMILY RESIDENCE LUC: 0001 RESIDENTIAL - INGLE FAMILY B eds/Baths: /2 Floors: 1 Living Units: 1 d' S Footage: 1,952 Digital Orthophotography - 2007 0 14 ft of Size: 11,137.50 SQ FT ear Built: 1940 PL OF BISCAYNE R IDGE PB 39 - 41YHome I Pr operty Information I Propert�Taxes egal E47.59FT OF LOT 6 & I My Neighborhood I Pro perty Appraiser D escription: 5FT LOT 5 BLK 2 OT SIZE 82.500 X 135 i_ ome I U4 Our Si te I About Ph Directory I Privacy I Disclaimer R 15081- 1463 06914 OR 15081-1463 0691 01 Assessment Information: Year: 2009 2008 If you experience technical difficulties with the Property Information application, L and Value: $195,802 249,479 or wish to send us your comments, questions or suggestions B uilding Value: $126,490 $153,427 please email us at Web master . Market Value: $322,292 $402,906 Assessed Value: $119,698 119,57 Exemption Information: Web Site ear: 2009 2008 m 2002 Miami -Dade County. All rights reserved. Homestead: $25,000 $25,000 nd Homestead: YES YES E1 .1-W $500 $500 $50,000 $50,000 0 • • • • • • • • n: • • • • • • • Taxable Value Informatio • • • • • • • • • •• • • • • • ••• Y ear: 2009 2008 • • • • • • • • Applied Appli * 00 • • • • • • • Taxing Authority: Exemption / Exemption/ Taxable Taxable Value: VaILLe • • • • • • $50,500/ $501500! Regional: 0 i i . • • • • $ $6907 • • • • • • • • • County: 100,500/ $100,500! • • • • • 67 • • • • y ' $19,198 $19,9 • • • • • • • • C ity: $50,500/ $50,5001 $69,198 $69,079 School Board: $25,5001 $25,504 • • • • • • *00 • • $94,198 $94,079 • • • • • • • • • • • • • • • • • ••• • • • ••• • • http: / /gisims2. miamidade .gov /myhome /propmap.asp 3/30/2010