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WS-07-1614SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can retum the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: Owner: Mr. Apricio 1242 NE 104 Street Miami Shores Village FL COMPLETE THIS SECTION ON DELIVERY B. -Sig R Agent DAd D. Is delivery address different from Item 1? 0 If YES, enter delivery address below: 0 No ry 3 ce Type Certlfled Mall 0 Express Mall R egistered 0 Return Receipt for Merchandise 0 Insured Mall 0 C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 2. (Transfer from tuber 7007 0220 0000 7349 2126 (1lvnsfer from service fabd PS Form 3811, February 2004 Domestic-Return Receipt 102595-02-M-1540 j UNITED STATES POSTAL SERVICE I OD 1 First -Class Mail Postage & Fees Paid LISPS Permit No. G -10 • Sender: Please print your name, address, and ZIP +4 in this box • 1 11 C s- va_itithet PR.E, 2nth AVM SotatEsi, Xi. OBI i0y Project Address 1242 NE 104 Street Miami Shores Village, FL Owner Information LILY APARICIO Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Work without Permit Fee Total: Amount $1.80 $0.60 $180.00 $12.00 $4.50 $180.00 $378.90 Building Department Copy Permit Issue Date: 8/10/2007 Permit NO. WS -8 -07 -1614 Permit Type: Windows /Shutters Work Classification: Shutters Permit Status: APPROVED Expiration: 02/06/2008 Parcel Number 1122320300070 Block: Lot: 1242 NE 104 ST MIAMI SHORES FL 33138 -2660 Contractor(s) HOME OWNER Phone Cell Phone Authorized Signature: Owner / Applicant / Contractor / Agent Phone Applicant Valuation: Total Sq Feet: Type of Work: SHUTTERS No of Openings: 8 Additional Info: Classification: Residential Total $ 0.00 Payment Type: Amt Paid I Amt Due $ 0.00 2!C «rI AUK $ 0.00 JOSEPH APARICIO August 10, 2007 Date Cell $ 2,453.00 Available Inspections: 0 Shutter Attachment ShutterFinal Inspection Type: 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 Friday, August 10, 2007 1 BUILDING PERMIT APPLICATIO FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address l 2- 2- City ✓l f mil/ PreState Tenant/Lessee Name Job Address (where the work is being done) . Z / Z /1../ /0 ro City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated Contractor's Company Name Contractor's Address City State Qualifier Name State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ � / S 3. Type of Work: ['Addition Describe Work: livt/`Vb Bond $ , . * * *** ** ** * * *, ** * * * ******* **** * * * * * *,t** F ees * *, *** * * * * * ** * * *** *, ** **** * *** ***** ** *** Permit Fee $ \ SC ° CCF $ I ` CO /CC I (Q 0 Technology Fee $ 4 30 Submittal Fee $, Notary $ Training/Education Fee $ Scanning $ 1 Structural Review. $ Radon $ YES oe r Alteration DPBR $ Zoning $ Double Fee $ C�I,.J Total Fee Now Due $ - 511S, , qd .� . j piori 141f- Code Enforcement $ Miami Shores Village ��- Building Department 10050 N.E2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AUG 0 9 2007 BY : _�_l' PEPP! jj i Roofing 6 (( ��e`# 0? 0 -- F - 7 Y ?g 2® E L® NO L DNew " �o Zip Permit No. Master Permit No. Phone # County Miami -Dade Zip Phone # i$ 3 (3 Phone # Square / Linear Footage Of Work: 2 2. ] Repait/Replace Er,.s See Reverse side -+ f3 Zip Phone # 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 .worl will be ee on e d: 4o meet the standards of all laws regulating construction in this jurisdiction. Wtifnfeiitand that a separ a 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 'inspection fee will be charged APPLICATION APPROVED BY: (Revised 02/08106) 6 Owner or nt f ,, The for- _o' instrument was ac' +, owledged before me this `Q day of A - , 20 61, by Ice, , firiArkiliz ' who is personally known to me or who has produc d As identification and who did oath. NOTARY PUBLIC: Sign: Print: r eihr My Commission ?�' ` N Commission Esping' Stet' of 21, 2 s Aug 21, 2010 * * * * * * * * * * * * * ***,Pantscdoit * ** Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by _who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning i i gib 0 9 /061 .L.) BY: _214,9 OVA k �. ' � '1VIE. VILLAGE OF MIAMI SHORES OWNER BU ER DISCLOSURE STATEMENT • DATE: Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the l c of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000:00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction /4-17 pE /0 ys--7 vit gteres, Initial o ° 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial 5 3. .I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret , the^'code. There is a copy of the code in this office for review. Initial e 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code -.. only if the structure meets the �nl co $ �1 3Us a 7 A� bells, °,P 78;,,e, CO 4 r;..- rr ry Initial —S.--; 5. I understand that as an owner- builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigatdany contract disputes. 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this By Jose r. Produced there License or Initial day of Phi 20 0 —] Initial Initial r Initial ° Ar vi C.- 0 Who was personally known to me or who has 1 T1102 - 42-5 ® I2 -0 as identification. limalwastamoodholbelboormdk ESTRELLA FIGUEROA WaOy P is - State of FIOdda Commission ExploAu021, 2010 Covribilon i00 6 .%J � #e ‘14 1 Aka Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT 04100 0 SUBJECT COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS X224 .l� 5 a1b�°S, GL. 33/35 • • • •• • •• • • •••• • • •••• • • •• • • • • • • • • • • • •• • .••• V./ X - • •• % SUxr7 . 1 :• • • 5. •• 7(p X• • • •• Lt. •••- • s. :: • • Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: Permit No. Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Requircd Impact ID or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF ( -) PSF ( +) PSF ( -) PSF I 1 ";alka4. 66- o3zkal `Ttf' 423 15 0x 6 'ft 5 vo A Z. Welk/ 66- e5 ?s q{ ,6 GI; 7GX52 yeS ,vim N® w;NP 4,6 -o ?z r >o,. 6,,i f 2.j lc,x Yo YE'S N as w %tiP?s�w `1.3 't- xZ7 In MD& — v C4-0 S7 R: of q‘,5 `7,j '4$X 40 .rcR , f N Na G vv; NDv-'V OG- ®`2.1; 01 `(f 62.3 °1(.xg y.v5 Mr do 1 ®M� 1‘143° vV o (• -17 1 V of 40 (, - 5TX to 1E5 No ."7.4. • �./; NI - A l ‘,../7 04- ® 3 Z�. ®1 X14,5 GZ,5 1-'1 X7- 1 14S VO •• • • • n/.0 • • • • • • • • •••• • • •••• • • •• • • • •• •• • • • • •• • • • • • • • • • • •••• I •• • ••• • • • t • • • • • • • •••• • • . .. • • • ••• • . . • • • . . • • • • ••• • • • • • • • • • • • ••• • • • • ••• AWNING 0011IPANY, INC. MANUFACTURERS OF HURRICANE SHUTTERS AND BUILDING PRODUCTS New Product Line for the 21 st Century 6865 N.W.36 Avenue. Miami, Florida 33147 Phone: (305) 635 -0900 / (800) 327 -0905 / Fax: (305) 634 -9078 WWW.hurstawning.com SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date: Municipality: Building Official: Hurst is the Dade County Notice of Acceptance Holder for the following: Product Description: HT100 ACCORDION SHUTTER Product Approval: 06 0328.01 This letter authorizes: To use the above mentioned product at the following job: Hurst Awning Company, Inc. Frank S. Cornelius or Magaly Garmendia President Executive Vice President 1: This form must accompany the application for building permit and shall become part of the permit documents 2: The authorized signature must bear the raised corporate seal of the company holding the Dade County of Acceptance. f BUILDING CODE COMPLIANCE OFFIr>;(IfGCO4 • • • PRODUCT CONTROL DIVISION • ••• • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • • NOTICE OF ACCEPTANCE (NOA), Burst Awning Co., Inc. 6865 NW 36th Ave. Miami, FL 33147 • • • ••• • • •• • • • • • • •• • .• • ••• • • • • • • • • • • • • • ••• •• • • • • • • • • • • • • ••• •• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: " HT -100 " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 06-341, titled " HT -100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by Thornton- Tomasetti Group, dated September 14, 2005, last revision #0 dated September 14, 2005, signed and sealed by V.J. Knezevich, 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 1227.02 and consists of this page 1, evidence submitted pages E -1, E -2, & E -3 as well as approval document mentioned above. The submitted documentation was reviewed by Helm y A. Makar, P.E. NOA No 06- 0328.01 Expiration Date: 01/13 /2008 05 /o •/200 6 Approval Date: 05/04/2006 Page 1 Hurst Awning Co., Inc. • • •• • • • • •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • ••. • • • • ..• NOTICE OF AACErKANcE: I VIt7IGNCE SUBMITTED • • • • • • •• • • • 1. EVIDENCE SUBA'FfT D UNDER PREVIOUS APPROVAL #99- 0816.02 A. DRAWINGS 1. Drawing prepared' by: Knefavich E'Associates, Inc., titled "HT100 Accordion Shutter," Drawing At. F4-819 dater July 23, 1996, revision #6 dated June 10, 1999, sheets 1 through 6'of 6, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 99 -0036. C. CALCULATIONS 1. See Association's generic approval under 99 -0036. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 99 -0036. E. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated August 3, 1999, certing this product to meet the criteria of product tested and approved, and allowing Hurst Awning Company Inc., to use the test results approved under Dade County Approval No. 99 -0036, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Hurst Awning Company, Inc., dated August 3, 1999, signed by Mr. Frank S. Cornelius. 3. Letter by Knezevich & Associates, Inc., dated August 10, 1999, certifring that the drawing (No. 99 -802) prepared for Hurst Awning Company, Inc., signed and sealed by Mr. V. J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No. 96 -168). 4. Acceptance letter issued to Mr. Frank S. Cornelius on September 21, 1999 and returned signed by Mr. Frank S. Cornelius on September 21, 1999, indicating to • please issue the proposed Notice of Acceptance as submitted and reviewed. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99- 1110.01 A. DRAWINGS 1. None. B. TESTS 1. See Association's generic approval under 99 -0036. C. CALCULATIONS 1. See Association's generic approval under 99 -0036. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 99 -0036. E -1 !7 ' Helm} A. Mahar, P.E. Product Control Examiner NOA No 06 -0328.01 Expiration Date: 01/13/2008 Approval Date: 05/04/2006 Hurst Awning Co., Inc. E. STATEMENTS • • .. • • . . • • .. .. .. • • • .. .. • • • • ... • • • • • • . • • • • .... NOTICE QI; A CEj ANCE: 1 V111 NCE SUBMITTED • • . . • .. .... .. .. .•• •••• .. . ... • • .. • • 1. Acceptance letter issued to Mr. Frank S. Cornelius on December 7, 1999 and returned signed byifr. Malk}S.ittntrlitis on January 11, 2000, indicating to please issue the proposed 1V4iti e:of.Accep�artce qs . submitted and reviewed. •• .. • ..... 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0315.09 A. DRAWINGS See NOA 02- 0315.09 (General Notes) B. TESTS See NOA 99- 1110.01 C. CALCULATIONS See NOA 99- 1110.01 D. MATERIAL CERTIFICATIONS See NOA 99- 1110.01 E. STATEMENTS See NOA 99- 1110.01 F. OTHER See NOA 99- 1110.01 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02- 1227.02 A. DRAWINGS 1. Drawing No. 02 -643, titled "HT100 Accordion Shutter", sheets 1 through 7 of 7, prepared by V.J. Knezevich, P.E., dated October 17, 2002, last revision #1 dated December 04, 2002, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 02 - 0799. C. CALCULATIONS 1. See Association's generic approval under 02 -0799. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 02 -0799. E -2 g LPL` ,. (./ Helmy A. Makar, P.E. Product Control Examiner NOA No 06- 0328.01 Expiration Date: 01/13/2008 Approval Date: 05/04/2006 Hurst Awning Co., Inc. • • . . . • • • • • • • • • • . ... • • • • • • • • • • • • .0••••• . NOTICE S F A.!CEP.?ANtE: EV•IIS CE SUBMITTED • •• . • •••• . • • • . • .. • • . . ... • • E. STATEMENTS 1. Letter by Knezevich itssgcjtite.'jn4.7 'dated December 19, 2002, certifying that the drawing (No. 02 -64..p laie4 r litirst Alvning Company, Inc., signed and sealed by Mr. V. J. KnezPdiclf, P.E., is 'engineering wise identical to Hi- Tech's generic drawing (No. 02 -458). 2. Acceptance letter issued to Mr. Frank S. Cornelius on January 14, 2003 and returned signed by Mr. Frank S. Cornelius on January 15, 2003, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 06 -341, titled " HT -100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by Thornton- Tomasetti Group, dated September 14, 2005, last revision #0 dated September 14, 2005, signed and sealed by V.J. Knezevich, P. E. B. TESTS 1. See Association's generic approval under 05 - 0321. C. CALCULATIONS 1. See Association's generic approval under 05 - 0321. D. QUALITY ASSURANCE 1. By Miami - Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 - 0321. F. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated March 14, 2006, certifying this product to meet the criteria of product tested and approved, and allowing Hurst Awning Co., Inc. to use the test results approved under Miami - Dade County Approval No.05 -0321, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Hurst Awning Co., Inc, dated March 21, 2006, signed by Frank Cornelius. 3. Letter by Thornton - Tomasetti Group, dated March 14, 2006, certifying that the drawing (No. 06 -341) prepared for Hurst Awning Co., Inc , signed and sealed by Mr. V. J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No.05 -509). E -3 Helmy A. Makar, P.E. Product Control Examiner NOA No 06- 0328.01 Expiration Date: 01/13/2008 Approval Date: 05/04/2006 E o 0 0 E O C 83 ".87 " 83 • • 1.193" • • • • ••• • • • • t2 1. 84 I t1= .055"I 12 = .076' HEADER -CLG. O MOUNTED 1 SCALE: HALF SIZE .048 .966" k .875 • ••• •• • • • • • • • • ••• t2 •• • • • • • • ••• • • • • • • •• • • 2.420" 1 . 1 t1 • ••• r141 0 .0%5 * O HEADER -WALL MOUNTED SCALE: HALF SIZE 3.993" -- 5 4,478" ADAPTER SLAT SCALE: HALF SIZE • ••• • • • • • • • • • ••• trl t2 O U1• • aN • • • •• '052" 4.078" 4534" 0 0 O - .048" 125" GENERAL NOTES 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOP.) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING CODE, 2001.. 2. TO VERIFY THAT THE ANCHORS AS TESTEO, ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS, NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE ANO NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WINO VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004 A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO HOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. S. USE OF THESE .APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN ETHER FORM. OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MOOIFICATtONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID p THE APPROVAL DOCUMENTS. 0 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY INC DEVIATION. SAO DOCUMENTS SHALL BE SUBMITTED TO INC PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING 1415/HER APPROVAL. BI REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS, ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: HURST AWNING COMPANY, INC MIAMI, ROR10A MtAMLDADE COUNTY PRODUCT APPROVED 3.840" MAX. 1.840 .875" .107" 11 = .055 "1 t2 = .076'1 13 = .175 "111 t2 .326" ® BULLD-OUT WALL HEADER SCALE: HALF SIZE I 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER (VERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. 11, STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 40 1 O� 12. ALL SCREWS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY, STAINLESS STEEL, W OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS TO BE 3/16 - 1 1 , 5052 ALUM. ALLOY, U.O.N. 13. TOP AND BOTTOM DETAILS HAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 14. FLOOR TRACKS MAY BE REMOVABLE AT NON- STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS 15. THIS SHUTTER SYSTEM 1S PATENTED WITH THE U.S. PAT ENT AND TRADEMARK OFFICE. PATENT No. 5.755,270 2.775" 2.586" BC 250 .949" 1.391" 1.891" O CENTER MATE 1 SCALE: HALF SIZE U1 MIN. -5" MAX. ANGLE SCALE: HALF SIZE 2.373" . 158" 44 (OPTIONAL) C� LOCKING CLIP SC ALE: HALF SIZ.E .483 " to ;1 ° (TYP. 2) 620" STAINLESS STEEL .4 0 ock , c1 ASSEMBLY .320"0 HOLE NYLON WHEE RIVETED IN 058" PLACE r 1 - • 472" I.U. -.612" 0.0. ® S'LL-WAa MOUNTED OADJ. SILL TOP SCALE: HALF SIZE SCALE' HALF SIZE 190" 1 " O. b. 0 /7 60 1.039" +60" 45" t69S" .095' 442' 942' .165" ID .285 .659" 7.101" .060" 1.100" 4:251.• TYP. AT EVERY OTHER INSIOE JOINT AT TOP. ROLLER ASSEMBLY SCALE: HALF SIZE .211'4 1' t 1 °S5' 1.35 500" tt2 c .076 11 11 = .055"I 12 = .076' t3 = .097' 2.984" 2.795" .62 0" CENTER .MATE 2 SCALE: HALF SIZE WALKOVER SILL E' SLOOR MOUNTED C_. 15 43-2-5 5 "i • 1 • 300' MAX. TOP BOTTOM CARRIER @ BUSHINGS SCALE: FULL SIZE .360" -1- 01550" 1 211' f 150 " 3.245" 3.049" .248 .060" CI .485" 1 - 1 1 1 I I I 1 I 1 80" 15" 1100' 230" MAX .83 .015" 640 ADJ. SILL -BOT. ALTERNATIVE SCALE: HALF SIZE Sa A LE $ H A F .50"D .6130" I b.b. 0 . 285 " I bb Ob0" 60" li060" 60 250" .949" 1.391" 1.891" .315" R .505" R m o1-t 0 O °INSERT 375" R 0 4 ° CENTER MATE 1 (W1 LDaaNG ROD) SCALE: HALF SIZE SCALE: HALF SIZE LOCKING ARM ALIGNMENT INSIDE (IANDLE BUSHING (NYLONL ( (NYLON) SCALE. HALF S1ZE .050" .025' ITYP.) I 1.250" ,t 090 END SLAT SCALE: HALF SIZE 1.250" ®CALE SLAT : HALF SIZE 3.465" CENTER MATE 2 (wv LoaaNS Rte) 4 SCALE: HALF SIZE 1° I + 1 J( e I V.J. Knezevich Professional Engineer ticcose No :i OCIO963 Z14 t \03'■ 6 0 v1 a n C O LOCKING ARM SCALE: HALF SIZE c y 1/13" THICK STAINLESS STEEL. • cc W .435" R .135" R iR0Di C`z RE` :SV..6 compIyirqi Aec - s;tn:~,._ N , .. = 07- 3 Z..2••01 [ "" 09(14(20∎ t = .200" " lA5 NOTED 1( j I rh..,t<e l r Ps OA -t O 0' 0 :r E 0 E 0 c n Z Z 0 Q _ U) Z CC w f w a In � w z w < X� 0 Q � • N SECTION VARIES - NO LIMIT • • • :TOw:•jR' 7 .••••• • ••• • • • • • /BOTTOM TRACK 0 (TYP.) •• •• . • • • • SYPICAL ELEVATION N.T FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). PLAN VIEW • *A i L'7. 0 A CiN 01 • • •ATCKIOE M��TiANI5kP • • • • • • • • • • • 3/4" MIN. SEE FASTENER SCHEDU E(�1 -1/2 ",MAX. s 1 CID EKG Win trnianista t0 _0 o • • • • • • • • • PLAN VIEW • • • • • • • • LOCKING MECHANISM CAN BE @ 18". ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 51. DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER TYPICAL PLAN VIEW SCALE: 3" = 1' -0` 1 "x1 "x1 /8" ALUM. ANGLE W/ 3/16"0 POP RIVETS @ 6" O.C. OPTIONAL JOINT BETWEEN 5 /8 "l KOLE FROM BOTTOM OF EXTRUSIONG LE AND 4 FIXED REMOEMO VAB REMOVABLE BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.I USED WITH PIECES 8 AND I�iO LOCKING MN SCALE: 1 -1/2" = 1' -0" FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE • FOR ANY ACCEPTABLE ANCHOR). SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION S REMOVABLE FLOOR TRACK 'DETAIL SCALE : 3 1'- 0" & 5 SSE B LY PTIONAL ACCESS HOLE EXISTING STRUCTURE 2" MI SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. NYLON LOCK MAY BE INSTALLED ON HANDLE 2 -1/4 INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N.T.S. SINGLE ARM LOCKING 2-1/J INSIDE AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -114' SINGLE ARM LOCK N.T.S. ASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 3/4" MIN. SEE FASTENER SCHEDU E fi 1 -1/2" MAX. 1 1 1 PLAN VIEW (DOES NOT REPLACE SINGLE ARM LOOQ OPTIONAL CLOSER HANDLE N.T.S. NYLON HANDLE #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 ". x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ PUSHING ASSEMBLY • SCALE: HALF SIZE MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET S). DISTANCE TO BE MEASURED FROM BACK OF FASTENER @ 24" O.C. SHUTTER BLADE OR FROM (SEE ANCHOR SCHEDULE 2'• MI HANDLE WHEN MOUNTED FOR ANY ACCEPTABLE INSIDE. ANCHOR). �� OPTIONAL CLOSER HANDLE N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" = 1' -0" 1 "x1 "x1/8" 3/16 "0 POP —JOINT BETWEEN REMOVABLE AND FIXED SILL OPTIONAL PLAN VIEW SCALE: 3" = 1' -0" SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3 "= 1'- 0" CARRIER BUSHING !p` — 7/16" 0.D. 0.63" LONG NYLON Toe BUSHING__ m 11O x 2" SMS. MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) 3/8" O.D. x 0.90" LONG NYLON BOTTOM BUSHING & SSEMBLY PTIONAL LOCATION CS CONNECTION 'TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING XISTING STRUCTURE SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FR ODU CT REVISED as ;.s7.7apteiaglyitt. tin Rork% Bu;:_:52 cue + ' 03Z 0 By � +if MIzz tit [ludo. • dw:t CCf.Ltaa ellKti:GG c 0 v 0 1 0 c U w 1- b >- 0 is 0 N uJ • '1 ♦' W • U J 0 • 1-- 7 0 cC 0 0 0 I— (S . V.I. Knezevich P t ii0nal In¢:x« ILUcroseNa '1098 ( AS IIOTEO deskr by VIK two t checkcv ctray.ing no 0 0 E 0 c 0• w O SEE TABLE 2 OR U1 EXISTING CONCRETE, MASONRY OR \4000 • S • T,12UC•TURtE. StE•; At c : sc 1ED I E, r). • •REF!R E; R • ••• • SCI- D E FOR MAX. SPACING 1/2" ROLLER ASSEMBLY T`PP . EVwRy Q BIER P • • • ••. i • 1 4" 011 • 5/8" MAX. • • • • • C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O WALL MOUNT SECTION SCALE: 3" = 1' -0" EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING 11 CONT. 1/2" OR CONT. EMBED. -5/8" MAX. 1/2" TWO 1/4 -20 MACHINE BOLTS W/ NUT OR #14 TEK SCREW @ 12" O.C. (TYP., TOP & BOTTOM) SEE TABLE 2 9- 3/16" MAX. ALT. ANGLE LEG DIRECTION: REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPA NG 1; - ^- k CONT ;9 1/2" 1/2" 1/ ,�ii: 1/2 "_� 11 CONT. 11 CONT. ® BUWOUT MOUNT SECTION SCALE: 3" = z •• Agfir •• • • 4aw• SEE TABLE 2 1/4" MAX: CONT. O \ ut ••• • • • • • m •ca••••OR D tu O 3/16 "' POP RIVET ✓ - 1 � OR #12 TEK SCREW i QQ CO 6" O.C. (TYP.) v1 Q w X Eu Q 1 E w NOTE: BOTTOM MOUNT DETAIL MAY BE USED AT TOP EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EQ. EQ. FDGF MIST. ASSEMBLY 1 "x1 "x1/8" ALUM. ANGLE W/ 3/16 "0 POP RIVETS @ 6" O.0 CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4 -20 MACHINE BOLT W/ NUT (8 12" O.C. (TYP., TOP & BOTTOM) S /8" ROLLER ASSEMBLY w 1/2" TYP. EVERY OTHER P N w 1/4" MAX. 1/4" MAX. - 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 11. 3/16 "0 POP RIVET � , :( @ 6" O.C. (TYP.) IM EXISTING CONCRETE, MASONR OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. ® WUNNSIDE MOUNT SECTION SCALE: 3" = 1' -0" zW dJ ti Q Otd JJ 40 W XI Qv E GLASS OR DOOR w L7 0 w 1/4" MAX. Z QJ wilco ZOW JJ QJ� 0 40 w Q X Li -5/8" MAX. ® BUILD-OUT MOUNT SECTION SCALE: 3" = 1-0" GLASS 1/4" MAX. w Q C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SP ACING 1/4" MAX: 1/4" MAX. 1/4" MAX. 1OTOP & BOTTOM C1 CONNECTION TYPE - REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 11 CONT. - FOR LARGER SPANS SE TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) /8" MAX." O BUILD -OUT MOUNT SECTION C SCALE: 3" = 1' -0" 1 3" -1/2' -1/2'' PTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER CS CONNECTION TYPE • REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EXISTING WOOD TRUSS OR RAFTER @ 24" MAX. O.C. TYP. TOP & BOTTOM 1/2" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING c 11 CONT. - FOR LARGER SPANS SE TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) C2 CONNECTION TYPE REFERENCE ANCHOR C1 CONNECTION TYPE SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT DO NOT SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING SPACING 1/4 -20 MACHINE BOLT W/ 1 / �_ TYP UT 12" O.C. (TYP., TOP Ir .° _ _ �.,. & BOTTOM) 1/4" w MAX. EXISTING WOOD OR STUCCO FINISH MATERIAL Qr dw VIJ m � a C� SEE TABLE 2 X Q w EV wN w #14 SMS CO'1 24" O.C. MAX. IN BETWEEN TRUSSES EMBED. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 1 OR WOOD SOFFIT / n ( FLOOR MOUNT SECTION G SCAI a"- ^ O BUILD -OUT MOUNT SECTION SCALE: 3" = 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "0 WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD @ EACH RAFTER OF TRUSS, 24" O.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS 1/4" MAX. Z 4= dw VIJ t1 OF J J� Q� X Q W Eu VI w 1/4" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 2" x 2" x .050" ALUM. TUBE TYP. TOP & BOTTOM 1/4" MAX. C2 CONNECTION CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 -1/2" SPACING PRCT-•lei REVISED Tzift E:KEr i ?c� i s OV /3' Zone i F1 FSSU:? M. t Ev' ts_d CGfi..ra 0 13 0 0 I c 0 c 0 I'- '0 0 0 N 0 V.J. 1(nezevich ter: F . FL license No_ ' •'+ 10983 ji 0 JI 0 .. e 4, 2001 09/14/2 I AS NOTED, th -.r M 0 0 v 0' v '- eo tP 1n a: 1 .o 0 0 In In 0 0 d Q EXISTING STRUCTURE TWO 3 /B "0 POWERS CALK -IN � 3-3/4" O.C. W/ 1-1/4" MIN. EMBED. IN 3 KSl CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1!4 "0 ELCO CRETE -FLE 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE !ce %vi ii Rl. OR ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION\SHUTTERI BEAM SPAN SPAN 2" x 5" Tw = .125" Tf = .125" 2" x 8" Tw = .072" Tf = .224" 2 "x9" Tw = .072" Tf = .224" 8' -0" 10 -0" S' -0" 8• -0" 10 -0" 5 -0" 8' -0" 10' -0" TWO 3/8 "0 POWERS CALK -IN @ 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KS1 CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 "0 ELCO CRETE -FLE [o3 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE (V- 1'• • 7' -6" 14 -0" 11' -6" 10' -4" 15' -5" 12' -S" 11' -2" 518 " • ••• • • •/t3" =t 1/4" ••• • • 666.3 -T6 ALUM. ANGLE • :mss 1 - • DETAILS V�1 &1 1 -1/4" THREE -1/4 "0 THRU BOLTS • ••• 1" MIN • • • • Tw a! Ii (MAX. DESIGN LOAD t72 PSF) Cr ) 5• -0 9' -5" CPORT BEAM DETAIL ✓✓ SCALE: 3" NOTE: 1. USE BEAO,SCHEJULE FOR lJ�-- DETAILS AND Q). . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET S. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM c_OF SUPPORT TO t SUPPORT. GLASS OH DOOR • EXISTING STRUCTURE Tw ACCES HOLE ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT (n 12" O.C. USE THRU BOLT OR ACCESS OPLE AS SHOWN IN DETAIL ,) 1/4" MAX. 2 "x3 "x1/4" 6063 -T6 ALUM. ANGLE THREE -1/4 "0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD t 72 PSF) CO BOTTOM SUPPORT BEAM DETAIL SCALE: 3" = 1' -0" 3,00" 0 ANGLE DETAIL USING CALK -IN ANCHOR SCALE : 3 "= 1'- 0" DRILL 5/16 HOLE 1 3.00" 3/16 "0 POP RIVET OR #12 TEK SCREW @ 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT @ 12" O.C. PROVIDE 1 "0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRU BOLT AS SHOWN IN DETAIL DRILL 7/16 HOLE DRILL S/16 "0 HOLE { 1.13" �" J ANGLE DETAIL. USING CRETE -FLEX ANCHOR SCALE : 3 "= 1'- 0" OR DOOR . PLYWOOD AND STUCCO FINISH 5/8" MAX. SEE TABLE 2 3.75" 11/2" (MAX. DESIGN LOAD t 72 PSF) GLASS OR DOOR 1/4 -20 S.S. MACHINE SCREW & NUT (off 12" O.C. PROVIDE 1 "0 ACCESS HOLE @ BACK SIDE FOR FASTENING TWO 1/4 S.S. LAG SCREW .@ 24" O.C. MAX. W/ 1 -3/4" PENTR. IN CENTER OF STUDS 1" x 3" x 1/8" OR 1" x 4" x. 1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD t 72 PSF) @ WALI MOUNT SECTION - USING ALUM. TUBE SCALE: 3" = 1• -0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EQ. EQ PLYWOOD AND STUCCO FINISH 5/8" MAX. WALL MOUNT SECTION - USING 2" x G" P.T. WOOD PLATE SCAL 3" = 1' 0" 1112" 1/4" MAX. 1 )16. t§,6. lilt o art `SgESE TABLE 2 OR DOOR } - w : 0 3/16 "0 POP RIVET t- l #1 TEE j I @ OR 6 " D.C. K { (TYP.) SCR W 6 O& to Z ASSEMBLY X Q Q CL Z VI OGE DIS —5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING By 411\ ISEtk:2 C4 CONNECTION TYPE REFERENCE. ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FOR WOOD PLATE USE 1/4 "0 ®CEIUNG/INSIDE MOUNT SECTION S.S. LAG SCREW W/ 1 -3/4" SCALE: 3" = PENETRATION INTO WOOD PLATE @ 12" O.C. TWO 1/4 "0 S.S. LAG SCREW @ 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2" x 6" P.T. WOOD PLATE - 3/16 "' POP RIVET @ 6" D.C. (TYP.) L-1/4" MAX. q eODU:. l I �;VESTfS 93 8.0 C: Pft 1_R:. O p Try = Coutrel 0 0 V u E O H c 0 f dace ho(essio a( bisineer FL license No.: PE 0963 09/14/2 C da nk V.:9n by c� <c4e< V1K ,.wy no nR -q :cake AS NOTED • • • •-•+ ' 1•1" )01'55" ; 1" x 2" x .055 " - • • ; ".• 3" >, .055" ; 2 x 4" x .055" • • 'D. •• OF 2" x 5; x .125" AL. ANGLE •• ® ALT. CLOSURE DETAIL SCALE: 3" = 1' -0" " ® ALT. CLOSURE DETAIL SCALE: 3" _ /' -0" 1 "x2 "x1/8" ALUM. ANGLE 3 #10 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP.) 2 "x2 "x1/8" ALUM. TUBE 6063 -T6 ALLOY FASTENER 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) itrew NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE O CORNER CLOSURE DETAIL SCALE: 3" = 1' -0" • ••• - F�SI'�N�R•® CPC. ( � �C130 : CHEDUEE4 N S • • MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) 38.0 40.0 4 8.0 52.0 56.0 61.5 63.3 66.8 67.5 71.2 75.0 81.4 86.8 91.4 100.0 110.0 120.0 130.0 140.0 150.0 160.0 TYPE A ALL MOUNTING CONDITIONS EXCEPT ©E F (FT - IN) 13 - 1 13 - 1 DETAIL E IIL Q OR DETAIL © W/ INGLE ANGL REQUIRED 3 -3/4" MAX. B.O. (FT - IN) 12 - 4 11 - 0 TYPE C TYPE D DETAIL DOUBLE ANGLE DETAIL REQUIRED 9- 3/16" ,3 -3/4" MAX. B.O. MAX. B.O. kFT - IN) (FT - IN) 10 -8 12 -5 9 -9 10 - 113 -1 12 -7 1 3 - 1 11 -2 6 - 7 6 - 10 6 - 3 6 - 6 4 - 10 3 - 10 3 - 10 4 - 0 80.0 100.0 5 - 0 7 - 0 8 -0 11 - 0 12 - 2 11 - 8 5 - 0 7 - 0 8 - 0 2 -7/8 2 -7/8 2 -7/8 3 3 -3/4 2 -7/8 2-7/8 - 2 -7/8 2 -7/8 3 -1/8 2 -7/8 2 -7/8 3 -3/8 1 -1/2 1 -5/8 1• -3/4 2 -1/2 1 -1/2 1 -1/2 1 -5/8 1 -7/8 1 -1/2 1 -3/4 1 -7/8 3 -1/8 4 1 -3/4 2 3 -3/8 2 -7/8 2 -7/8 2-7/8 3 3 -3/4 2 -7/8 3 -3/4 2 -7/8 2 -7/8 2 -7/8 2 -1/8 1 -1/2 2 -1/4 1 -1/2 1 -1/2 POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) (INCHES) • ••• • • • • • •• • • • • #10 x t/2 " SMS OR 3/16 "0 ALUM. POP RIVET @ 18" 0.C. • • • ••• •• #10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET @ 18" O.C. 1" x 1" x .055" 1" x 2" x .055 "• 2" x 3" x .055" ; 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE #10 TEK SCREW OR 3/16 "0 ALUM. POP RIVET @ 24" 0 (TYP.) 2" x 2" x.125" ALUM. ANGLE CONT. 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS @ 24" O.C. EXISTING STRUCTURE HALF OF USE MALE OR FEMALE AS REQUIRED ALT. CORNER CLOSURE DETAIL SCALF 3" = 1' -0" 170.0 4 - 3 3 - 4 3 - 4 3 - 6 NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON .C. MOUNTING CONDITION IN FIELD. TWO 1/4 "0 FASTENERS 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE R9® EACH ANGLE (SEE ANCHOR NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE a SCHEDULE FOR ANY ACCEPTABLE USED TO DETERMINE ALLOWABLE SPANS. ANCHOR) 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. • MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) 1 -1/4" z zQ = Q ow ' ^ m 1 3 1 w I I 1 - JW 0 X w Q X E6 Qwvl E 11-1 1/4" MAX. tn • d 1! °< _ ? EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER (al 8" O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE ALTERNATE FLOOR MOUNT DETAIL SCAT E 3" • 1' -0"' 1? ::nie Iii F'i ='. .lt..E3Ei .4t 1il,: }i ;x: _�._ - - ;_ Ate : 6 e is:Q -0 2- -0 F., ;r'ira•. ct' u':: O 1 o og ; Da. 13 "ads: a Cu _Z1 LQ�i L01 date 0 0 U 4) v E 0 F 0 0 b 0 0 N V.J. Knezevich hotessia+si Engineer FL license N. _•• ' 1093: 4 200 09/14/2 ccde d .wn t !AS NOTED d.s'yn by <cwa � IVII( lich 06 -34 •••.... ••• • • 5 •• • • } • 111d,111l11�5 ]1111.11i\vx.1T1w 1/4"0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT (MIN. 3,100 PS.I. CONCRETE) • 1/4 ". POWERS CALK -IN W/ 7/8" EMBEDMENT 1, 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN. 3.000 PS.I. CONCRETE) 3 I • 1/4 "# POWERS ZAMAC NAIL -IN W/ 1 -1 /B" MIN. EMBEDMENT PAIN 3.000 PS.L CONCRETE) 4 57 0 73 0 105 0 1 73 0 57.0 73.0 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 CS 170.0 45.0 57.0 73.0 105.0 170.0 45.0 57.0 73. 105.0 CONNECTION TYPE (SEE NOTE 3) 0 C2 C3 C4 CS CONNECTION TYP (SEE NOTE 3) C1 L2 C3 C4 C5 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 CS CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 CONNECTION TYP (SEE NOTE 3) C1 C2 C3 C4 CS 10 8 • •• • • • ••• • • • « • • • • • • • • • • • • • ••• • • • • • • a • • • • •• • ••• • • • • • • A • • 10- 104T`?PC • • • • • • • • • 5 • h ••• 1/4 "6 ELCO MALE/ FEMALE`PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT 1, 1/4 -20 MACHINE SCREW WITH NUT (KIN. 3.300 P.S.I. CONCRETE) il11.mnmu \ummmPl. i 111111118AOl \111U\plll\ \Il LOAD is P.B.F. AX. (SEE NOTE 1) 1/4" ELCO TEXTRON HEX - FLANGE TAPCON/ HEX HEAD TAPCON W/ 1 -3/4" EMBED RAN. 3,320 PSI. CONCRETE) 1/4 "6 ELCO CRETE FLEX W/ 1 -3/4" MIN. EMBEDMENT (MIN. 3,350 PSI. CONCRETE) ANCHOR TYPE SPANS UP TO 5 -8" (SEE NOTE 1) 105.0 170.0 45.0 12 8 8 7 12 .4 4 6 12 12 12 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. 2" EDGE DISTANCE SPANS UP TO 8 -0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 4 12 4 4 6 3 12 4 4 6 12 11 12 12 12 12 57.0 12 12 12 12 8 12 12 12 9 73.0 12 12 12 10 6 12 8 8 7 105.0 12 .8 8 7 4 12 4 4 6 170.0 12 4 4 6 3 12 4 4 6 LOAD (W) P.S.F. MAX. (SEE NOTE 1) SPANS UP TO 5 -8' (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 C1 SPANS UP TO 8 . -O . (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) �C2 C3 SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) 3 12 4 4 6 3 12 4 4 6 7 12 12 12 11 7 12 8 8 7 6 12 12 12 8 5 12 4 4 6 4 12 6 5 6 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 0 O 1111111 1 /4"0 W000 LAG W/ 1 -3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PERP. TO WOOD GRAIN 45.0 73 0 105.0 170 0 57.0 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. 3/4" EDGE DISTANCE SPANS UP TO 9' -0' (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) SPANS UP TO 13' -1' (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 CS WEIMISHIMINITI 12 MKT 12 11111110 ir 1011 ii SPANS UP TO 5' -8" (SEE NOTE 1) MIN. 3" EDGE DISTANCE SPANS UP TO 8 . -0 .. (SEE NOTE 1) 3 12 12 12 12 8 12 11 10 9 6 12 3 12 10 10 9 6 12 6 5 7 4 12 3 12 6 5 7 4 12 6 5 7 4 12 SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) 111111111111111111111111911p111111111 11 EMI 11111111111 1 1 iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiniiiii 111111111 11111111111111111111111 3 12 4. 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 3 12 6 5 7 4 12 6 5 7 4. 12 6 5 7 4 12 6 5 7 4 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 7 7 8 5 12 6 5 7 4 6 5 7 4 12 6 5 7 4 6 5 7 4 12 6 5 7 4 SEE PAGE 7 FOR ANCHOR NOTES 1 :6E) r : . _ 1;1r, >q, :.r i�'sFr o u V J. Knezevich Processional Engineer FL License No •�3� •• 1098 200 (d.0 : )(drawn AS NOTED (desi9� �jch^ike Il ) Il or)- -2 09/14/) • • ••• • • • • fetal Or1YP6• • • • t • • • •• •• • • •at • • •• • • • • • • rr • • • •• • • • • • • • • • 11111;J111;5M11H1111 AT 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 1/4 "0 POWERS CALK -IN W/ 1/8" EMBEDMENT L 1/4 -20 STAINLESS STEEL MACHINE SCREW 1/4 "0 POWERS ZAMAC NAIL -1N W/ 1 -1/8" MIN. EMBEDMENT LOAD (W) 5•F 9hA A (9EE NOTE • • 45 If 1 57•0 5 * 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT 1.11Mmn avivommme- 1/4" ELCO TEXTRON HEX - FLANGE TAPCON/ HEX HEAD TAPCON W/ 1 -114" EMBED 45.0 57.0 SPANS UP TO •• • 5 -8 .. • (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 10 10 10 5 3 SPANS UP TO 8 (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 7 7 7 4 SPANS UP TO 9 , -0 .. (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 CS 6 5 5 3 SPANS UP TO (SEE I40TE 1) CONNECTION TYP (SEE NOTE 3) C1 C2 C C4 C5 73 0 45.0 57 0 73.0 105.0 SPANS UP TO 5' -8" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 MIN. 3" EDGE DISTANCE SPANS UP TO 8'-0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C21C3 C4 CS SPANS UP TO 9 . -0 .. (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 CS SPANS UP TO (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 73 0 105.0 170.0 45. 57.0 73.0 105.0 1/4 "0 ELCO CRETE FLEX W/ 1 -1/4" MIN. EMBEDMENT 170.0 73.0 105.0 170.0 45.0 57.0 105.0 170.0 12 12 12 7 4 9 9 9 5 3 8 8 8 4 5 3 3 3 12 12 12 8 5 10 10 10 6 3 9 9 9 5 3 3 3 3 4 4 4 11 11 11 6 4 8 8 8 4 7 . 5 6 4 A ', 3 4 DUUD//.©©©©% ©% //, %% 4 % o//.% tmt�0© ©om0© %�3 / /.%m'//.©%%©' //, Arzenumatuarassanemmararems ai% iai% i ©i io /11011111EMEINDIVIPMEMEIMEINEEERIBIG mmm©o11DD ®11 10 mm © am ® ©gi mmmm ©mmmo©mmm©11o©©0© mmmommuumoo©oi g immmm ©mmmmamoo©© ©ii© 10 m 10 130®1100'113/0ME MENNI �m©110o ©©000 © ©NEMITA ©o ©©MEIMP LGOVIN%% =/MEMO © ©©EMECI% © / /.% ©/I ©MMOI% ©M "' © "' ©" "©N"' ©"o'i o " ®' ©VADE U "o' I1IHHHHHIIIIIRV ;� 1 1 2 0 1111 98899 © ©o11 ©o oi©NEVAMO ANUUo ©ao © ©ai ®WAIEU ioi © E013 / /. © %//. % %® %%% % t!'/. l/ .'EMEM © © % ©'ENOW ©/ /. % ©'//.©MEIVA ®MMI. ® "R' ©E"'i®EN" © "i ©' ©" ©' ©A' ©'E"MI' mmmoommmU11mmma ©o ©o©mm ®10 ommmoommmo110 ©a©i m®®EI11 10 10 10 ©o IEMOU IMEM IDE 10 10 10 ® PA oo11o©o1"oN mmm ©© ICIUMI %0 © © ©% '/.�+ IEMIE m ®0 ©0©©© UMMICI ICIP EN 12©©o' EI"o' �MMEr I11JEI NALI11© ©' ©EMENN U "o' I"oE IMMEMINICIMEIMUIPMEMINBINEINITOMEIMIWAMMUMMENICIMMUE DDD 10 o®Ii ®0 ®D 10 mo�Ro ©©'imm ® ®®m®®U ©m®®tI11t3�l11oE m ®®o©000©00000�.©mo©mmm ®m©mmmo11 10 0000©ia mcmano0 ©o ©/0/% %or rew mmmummenionoo© %i7msces f7 ©1111%© / /.' //.ELGE %'//. %//, !OMPACIE� E11310 TAIMM %MEIG %0% U "©' ©I "11' 11 " ®' 'N ©' EIN' U' E " ®' ©"i ©' E"U' ® ®998999®916 8989899.8%I I 0 9 ®9®88989888998 . commuooio %i ©11©'//nnommm11110o11 ©® © © ©.o .o. 0©©11.© %o ©N.Q ©y .© ooCIa ©© n i © EMIN ©MINER EINEEI ©MEINI / AIDE 0 IGNUM.0/% /Cl//URECl/ /. ©!//.E% 45.0 57.0 73 0 105.0 170.0 170.0 10 • • •• • • • • • • • ••• • • • • • • • • • • ••• • • 1 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. 2" EDGE DISTANCE ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. PAGE 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY, LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT 11. FOR BUILD -OUT MOUNT SECTION \�J ANCHOR SPACING SHALL NOT EXCEED 8-1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION ®E ANCHOR SPACING SHALL NOT EXCEED 6" O.C. PRODUCT REVISED 'Ili z'! o - o 2-8.0 / oV / ©Zo I At 0 0 V z 0 U C4 E H f- T c ` U 0 .L 0 ) - O co O l7 N _ z L U J 0 0 0 �✓ 3. Knezevich Professional Engineer FL License No • .._ 0010983 9� • 0 0 U ¢ as 0 (d,te 09/14/20( ( k,k dt,wney ASNOTED M ( d e g„ by checked bl �I� - o..; no n i,'_ 7 A 4 d U.S. Postal Service a CERTIFIED MAIL RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) For delivery information visit our website at www.usps.como 5.Z) Retum Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees PS Form 3800.AtigLit Postage Certified Fee Postmedc Here Fli LO4 s4- See Reverse for Instructions Certified Mail Provides: • A mailing receipt ■ A unique identifier for your mallpiece ■ A record of delivery kept by the Postal Service for two years Important Reminders: ■ Certified Mall may ONLY be combined with First-Class Mail® or Priority .Mail r• Certified Mail Is not available for any class of international mail. ■ NO INSURANCE COVERAGE IS PROVIDED with Certified Mall. For valuables, please consider Insured or Mail. provide el d To own Retur R� ptt ser vice pieease c requested ompl and proof m Receipt (PS Form 3811) to the article and add applicable postage to cover the a du ate rr�m UUSPSa postmark your Certified Mail �epttIs required. • For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent Advise the clerk or mark the mailpiece with the endorsement Resblded Delivery'. • If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mall. IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, August 2008 (Reverse) PSN 7630 -02- 000 -9047 Owner: Mr. Apricio 1242 NE 104 Street Miami Shores Village FL RE: 8/1/2007 Case No: WS -8 -07 -1614 Mail No: 7007 0220 000 7349 2126 Location: 1242 NE 104 Street. Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 laudio Grande CBO Building Director Miami Shores Village NOTICE OF VIOLATION Pursuant to the Florida Building Code Section 105.1 and Section 6 -4 of The Code of Ordinances of The Village of Miami Shores, you are hereby notified a violation has been identified on the above property. SEE FOLLOWING PAGE FOR VIOLATION TEXT Failure to correct the violation within 15 day(s) upon receipt of this Notice, or failure to maintain compliance, may result in a Notice of Hearing before The Code Enforcement Board in and for The Miami Shores Village. IF YOU CORRECT THE VIOLATION IN THE TIME FRAME ALLOTED, PLEASE CONTACT THE BUILDING DEPARTMENT TO DOCUMENT COMPLIANCE AT 305- 795 -2204. COOPERATIVE COMPLIANCE IS OUR OBJECTIVE. IF YOU HAVE ANY QUESTIONS, PLEASE CALL. Case Number: WS -8 -07 -1614 Address:1242 NE 104 Street VIOLATION: 6-4 DESCRIPTION: Permit Required LOCATION: 1242 NE104 Street 8/1/2007 ORDINANCE DESCRIPTION: Village of Miami Shores Code of Ordinances, Section 6 -4 Permit Required VIOLATION: 105.1 8/1/2007 DESCRIPTION: FBC Permit Required LOCATION: 1242 NE 104 Street ORDINANCE DESCRIPTION: Florida Building Code Section 105.1- Permits Required NARRATIVE: Permit required for: Installation of Accordion shutters on all exterior openings. Florida Building Code Section 1609.1.4 Requires all glazed openings to be protected with impact resistant covering meeting the requirements of Miami -Dade TAS 201, 202 and 203. PLEASE OBTAIN REQUIRED PERMIT(S), AND ALL SUBSEQUENT REQUIRED INSPECTIONS, BY CONTACTING THE BUILDING DEPARTMENT @ 305- 795 -2204. Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: 2/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2 Lot Size: 8,850 SQ FT Year Built: 1950 $25,000 RIVER BAY PARK PB 41 -55 Legal 'LOT 2 BLK 2 LOT SIZE Description: 75.000 X 118 OR 17352 -4492 $113,350 0896 1 Year. 2006 2005 Land Value: $288,120 $180,07 Building Value: $169,085 $146,191 Market Value: $457,205 $326,2 Assessed Value: $138,350 $134,321 tipnies(2ad $25,000 $25,000 Total Exemptions: $25,000 $25,000 Taxable Value: $113,350 $109,321 Folio No.: 11-2232-030-0070 Property: 1242 NE 104 ST Mailing JOSEPH E APARICIO &W Address: LILY 1242 NE 104 ST MIAMI SHORES FL 33138 -2660 Sale O/R: 17352 -4492 Sale Date: 8/1996 Sale Amount: $150,000 Miami -Dade My Home El My Home Show Me: Property Information Search By: Select Item Text only Properly Appraiser Tax Estimator Summary Details: Property Information: Sale Information: Assessment Information: g Digital Orthophotography - 2006 V : We appreciate your feedback, please take a minute to complete our survey. 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