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WS-08-906Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores , FL 33138 -0000 Phone: (305)795 -2204 Project Address Parcel Number 10619 NE 11 Avenue 1122320280370 Miami Shores, FL 33138- Block: Lot: MARK WEAVER Contractor(s) Phone AC SHUTTERS AND AWNINGS INC 305 - 799 -2068 CeII Phone Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.60 $1.20 $180.00 59.00 $4.50 $198.30 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Wednesday, July 16, 2008 kriA Expiration: 01/1212009 Applicant owner Information Address Phone Cell 10619 NE 11 Avenue MIAMI SHORES FL33138 -2120 Valuation: Total Sq Feet: Type of Work: COLONIAL SHUTTERS/ PANELS No of Openings: 8 Additional Info: IMPACT Classification: Residential Total Payment Type : $ 0.00 $ 0.00 Amt Paid I Amt Due $ 0.00 ,P mmon r JUL 2 PALM Available Inspections: Inspection Type : Shutter Final Shutter Attachment 1 MARK WEAVER $ 6,000.00 -174 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 . July 16, 2008 Date 1 BUILDING PERMIT APPLICATIO FBC 2004 Permit Type (circle): Tenant/Lessee Name Job Address (where the work is being done) State Certificate or Registration No. ',cc /57/ V �7 Bond $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Owner's Name (Fee Simple Titleholder) , _ W '' % 1 Phone # 3 aS 3— 1sio Owner's Address ( 1 19 t . E . I (-1--k 1, u e- City ® State Zip ECEW5© N MAY )9 2000 IM 4. Electrical 0f l9 tJ .E• 11 A .e City Miami Shores Village County ° - Miami -Dade Zip 3 13 , FOLIO / PARCEL # — �� a — (7 > 0 I 0 Is Building Historically Designated YES NO X Contractor's Company Name -Ce2S D 4_2 Phone # , ° s— 7 2 ' S ' Contractor' Address 9 �� //� gD it/5 V / 4/6 �it 6 96 State AG- Zip ),:‘ Qualifier Name /,Z4 '4/l-0'U at Phone # Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: ['Addition ['Alteration Tew 1=1 Repair/Replace ['Demolition Describe Work: � ' i Z S ct t Ep S%U Plumbing Master Permit No. Phone # Square / Linear Footage Of Work: Permit No' *SO t D (O Mechanical Roofing Certificate of Competency No. /75/ Si *************************************** t ******************************************* Submittal Fee $ Permit Fee $ 1 � � CCF $ 3{o0 CO /CC Notary $ Training/Education Fee $ 1 • Technology Fee $ 4() Scanning $ ' Radon $ DPBR $ Code Enforcement $ Double Fee $ Zoning $ Structural Review. $ Total Fee Now Due $ 9v "50 See Reverse side ---> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS; WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AN'F'HDAVIT: 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 issues In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature f al ie (: , Ciii44 S ignature Contractor The foregoing instrument was acknowledged before me this /7 The foregoing instrument was acknowledged before me this / day of 5 , 20 A, by Ai Ae - , day of J , 200 , by /1 Cd k-aA) w is person y known to me or who has produced who is sonally kn to me or who has produced as identification and who did take an oath. NOTARY P , LIC: As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Owner or Agent My Commission APPLICATION APPROVED BY: (Revised 02/08/06) EXPIRES 6/3/2008 � n <1pires: EXPIRES 6 /3/2008 °° °° N p TMRU i 8e8- NOT a..' ®v V * *** tit *** *, *** * * *Z a'**,�*** , 21MIr *,�taT*** * 9 *** ter*** * * ** ** * *�r *�t*** ** * * *, rat *`tea" �4 $440141 * ** *** Plans Examiner Engineer Zoning STATE OF FLORIDA COUNTY OF DADE Nt1S -f+. BIk3 NOTICE OF COMMENCEMENT ARECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPE PERMIT NO. TAX FOLIO NO. 1 1 " a3 - D THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: }t 1. Legal description of property and street address: I t t � S Q/Z `I° F 1 L_] S� Lc 1 1 4' 10(4 1 N , E . l (- Me- hn 0•rlti%� S .Pig. , 37178 2. Description of improvement 4 --e 5 k ewt 4C-57 3. Owner (s) name and address: �-'' 2-(C— 1 JO e 7t._ I 0 6 s illekt5e1 (Le_ 3 71 Interest in property: Name and address of fee simple titiehol r: 4. Contractor's name and address: 5. Surety: (Payment bond required by o Name and address: Amount of bond: $ 6. Lender's name and address: 7. Persons within the State of Florida desi (1) (a) 7., Florida Statutes: Name and address: /4 by 81n addition to himself, Owner designates the follo (b) 7., Florida Statutes: Name and address: Lc) ® 1' —'" m contractor, if any) 03 STATE ey 1111111 CFN 2008R0599273 OR 8k 26489 Pa 3544; (1Ps RECORDED 07f22/2008 11:22:54 HARVEY RUVIMp CLERK OF COURT MIAMI —DARE COUHTYr FLORIDA LAST PAGE F FLORIDA, COUNTY OF DADE TIFY that this is true copy of If e , A D 20 t� icial Seal. K, of Circui` and O le-U er upon whom notices or other documents may be served as provided by Section 713.13 person (s) to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner 1 I Print Owner's Name i' Th e 3 Sworn to and subscri . =•i% fore me Notary Public Print Notary's N My Commissio i Expires: Address: cksat l Lai 1 r) 1 Prepared by: A(2...1.4—‘ vet GI Y 7& XL3Z 0 . � c 2 7S C ?< L i - 0 © 2Q' a 7(X 52 " /AJ3114 l C.6 ��NIpL. -- 1 PANELS C00,U0 L. •. •. • • • • • • • • • • • • • •.• • • • • . • • ••• • • ••• • • • 'fi, MAY 19 22G ® miH• a •• • • • A • • :•• • • •. • • • . • • • • • • • • • •• • • • • • •••• • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• •• • • •• • • • • •� • c7D PERMIT #: tiISOFT Miami Shores Vill- •e • BLDG DEPT SUBJECT TO COMPLIAN! WITH ALL F DERAL ZONING DEPT 1 STATE AND COUNTY RULES AND REGULATIONS APPROVED BY DATE / A-04.0 Ar /D09 ,v.F /m d-fi 14 14 P-1 f‘ 4c,4--$2-5 d FLIRIDA BUILDING GPO:* ,2044: •:• • • - DESIGN WIND LOADS FIR C I MP. I E T'S • & �GLr DDING • • WALLS AND VERTICAL SURFACES Of BUILDING WITH A PEAK RUOF•HEI�GHT • 460.•FEET> • •� BASIC WIND SPEED = 146 MPH - EXPC SiJ f."1: A-.;Krol:: .85 • ..•. • • •••• GENERAL N L THESE WIND LOADS ARE FOR USE UN GENERAL & COMMERCIAL CONSTRUCTION AND ARE NOT ESSENTIAL FACILITIES OR PLACES OF ASSEMBLY. a TABULATED DESIGN WIND LOADS ARE BASED ASCE 7-02 SPECIFICATIONS FOR COMPONENTS THE FOLLOWING DESIGN CRITERIA ARE USED. A. PEAK ROOF HEIGHT GREATER THAN 60 B. EXPOSURE CATEGORY AS NOTED C. BASIC WIND SPEED C'3 SECOND GUST) D. AN IMPORTANCE FACTOR OF 1.0 FOR CATEGORY PANCIES OR NOT SENTIAL FACCIILITAIE�S.1 Y E. ANY EFFECTIVE WIND AREA IS ACCEPTABLE. F. ANY ROOF SLOPES. G. ENCLOSURE CLASSIFICATION, GCPI = + -0.55 FOR USE ON ALL BUILDING UNLESS THE ENCLOSURE CLASSIFICATION DETERMINED THE BULD OFFFIC 'ENCLOSED ARCHITECT, ENGINEER. GCPI = + -MIS FOR USE ON ' ENCLOSED DING' ONLY IMPACT RESISTANCE IS FOR ALL GLAZED OPENINGS AND THE IS DETERMINED TO BE AN 'ENCLOSED BY THE BUILDING OFFICIAL, ARCHITECT GINEER. H. DIRECTIONALITY FACTOR AS NOTED TOPOGRAPHIC Kzt = 1.0 FOR FLAT TERRAIN. NOT APPLICABLE TERRAIN. 3. POSITIVE LOADS SHALL BE BASED ON THE LATIONCZ) AND WILL VARY AT DIFFERENT AT APPROPRIATE HEIGHT. 4. NEGATIVE LOADS FIIR ALL FLOORS SHALL PEAK ROOF HEIGHTCB) OF THE BUILDING TABLE AT APPROPRIATE HEIGHT. 5. DESIGH LOADS ARE BASED ON THE EXPOSURE NOT VALID FOR OTHER EXPOSURES. EXPOSURE BE AS DETERMINED BY BUILDING OFFICIAL EVALUATION BY AN ARCHITECT OR ENGINEER. 6. LINEAR INTERPOLATION MAY BE USED FOR TABULATED ELEVATIONS. 7. THESE SCHEDULES REPRESENT AN ACCURATE WIND LOADS IN ACCORDANCE WITH THE GENERAL • 8. THE SCHEDULE SHALL NOT BE MARKED UP 9. WHERE THESE SCHEDULES ARE USED FUR TOR AND BUILDING OFFICIAL SHALL VERIFY PRIATE FOR A SPECIFIC SITE. 10. THIS DRAING SHALL NO BE USED FOR PERMIT SIGNATURE. DATE AND EMBOSSED SEAL. 11. g = 10Y. OF LEAST HORIZONTAL DIMENSION, 3' -0. h = PEAK ROOF HEIGHT IN FEET, OR FOR THAN OR EQUAL TD 10' USE SAVE HEIGHT. z = HEIGHT ABOVE GROUND IN FEETCUSE DETERMINTION). FEET. OCCU- REQUIRED FLOORS. BE OR OR ALL OR PERMIT ROOF FOR TES: s RESIDENTIAL APPLICABLE TO ON CHAPTER 6 OF AND CLADDINGS. AS IS R BJIL- BUILDING BUILDING OR EN- FACTOR FOR HILLY HEIGHT OF INSTAL - ENTER TABLE BASED ON THE STRUCTURE. ENTER NOTED AND ARE CATEGORY SHALL A SITE SPECIFIC VALUES BETWEEN CALCULATION OF NOTES. MODIFIED. THE CONTRAC- THE USE IS APPRO- WITHOUT ORIGINAL BUT NOT LESS THAN SLOPES LESS POSITIVE LOAD • • "•' • " • '•� • •• • • •• • • • • • ••• • • • MAXIMUM DESIGN WIND L I ADSCPSF) GCpL = +- 0.18(See Note 2G) MEAN ROOF , rte MIME , °"'� C4) CD '> 0 -15 ..... �� 46.5 -50.4 -62.2 .� > 15 -20 49.4 -53.6 -66.1 >20 -25 51.8 -56.1 -69.3 >25 -30 53.8 -58.3 -72.0 >30X40 57.1 -62.0 -76.5 > 40 -50 59.9 -65.0 -80.1 >50 -60 622 -67.5 -83.3 ________________________ , h Z • 5 4 WALL 5 • ALR CONSULTANT - MECHANICAL AND STRUCTURAL- ALBERTO L. RIBAS -P.E. 14452 11341 SW 3RD STREET, MIAMI, FL 33184 - TELEPHONE; (305)480 -5836 Sheet I of I 05 -1122 • • 000 • ••••• • • s • •••••• 00 • • • • • • *•••• • • • ••.••• COUNTY MIAMI -DARE •• • ••• • • • • • •.• • • • • • • BUILDING CODE coitetaiticeO fcEbeCO) : : PRODUCT CONTROLUIVI�b 3 :•• • . • • • • • NOTICE OF ACGEt .CF.(N04.)• Hurst Awning Compank re& ::: • • : • *: 6865 NW 36 Ave. • • • • • • • ••• • • Miami, FL 33147 • • • • • • • •• • • • • • • • • • • • •. • • • • • • • • • • • • • • • • ••• • • • • • • • • •• • • • • • • • • • •• • • • • • • • • • • 140 WEST ; _ ' tREET /SU T t 1603 A33i3t -1563 (305) 5 -2' ' AC (305) ' 5 -2908 www.miamidade.eov 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 Count)) 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 appr • : + as described herein, • • - n designed to comply with the High Velocity Hurricane Zone of the Flo Building Code. DESCRIPT a N: Aluminum Hinged Colonial Shut APPROV DOCUMENT: Drawing No. 03 -205, titled " Hinged Colonial Shutter ", sheets 1 through 2 of 2, • prepared b Thornton- Tomasetti Group, dated November 25, 2003, last revision #3 dated April 04, 2006, signed • l and sealed b V.J. Knezevich, P.E. on April 04, 2006, bearing Miami Dade County Product Control Renewal stamp •• •" • atith the Niiee • .. cceptax ce number and expiration date by the Miami Dade County Product Control Division. • • • • • • • • IISSII,E IMPACT RATIN : rge an ., pact f .ABE? IM • • • Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the • • • •Silowing "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEW I): this NOA shall be considered after a renewal application has been filed and there has been no • ,• tillage inthe hpplicable building code negatively affecting the performance, of this product. •[ERMI DQN of this NOA will occur after the expiration date or if there has been a revision or change in the . terials manufacture of the product or process. Misuse of this NOA as an endorsement of any •- "roduct, for! sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply • • ; ;i h any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site.at the request of the Building Official. This NOA renews NOA # 04-0114.02 and consists of this page 1, evidence submitted pages E -1, E - E - & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. e $/Z3/Z.o07 NOA No. 07 -0322.01 xpiration Date: 08/29/2008 Approval Date: 08/23/2007 Page 1 • ••. • • • . ••• •• • • • • • .. .. • • • • • • • • • • • • • • • •• • • • • • • • • • • . • Hurst Awning Compatiy,'Ii c " • "' •. • 1 C O A ' T CE: EVIDENCE SUBMITTED 1. EVIDEIkESUBVATTED Uf■IDAt PREVIOUS APPROVAL #96- 0701.03 A. DRAWINGS. al Shutter, Sheets 1 through 2 of 2, spfepaletl.tly Krtetavicks& Associates, dated /94 with Revision No. 1, dated 06/25/96, signed and sealed by V.J. Knezevich, E. B. TESTS 1. Test report on Large Missile Impact Test and Cyclic nd Test of colonial shutters w/ four sections and four horizontal bars, prepared by Hurricane Engineering &Testing, Inc., Report No. HETI-94-353, dated October 26, 1994, signed and sealed by Hector M. Medina, P.E. 2.. Testreppitonlittifortn:StaticAir Pre vsure.Testal niaLshutters w/four- sections and - ng & Testing, Inc:, Report No. HEM-94-353, dated October 27, 1994, signed and sealed by Hector M. Medina, P.E. C. CALCULATIONS 1. Anchor analysis dated 12/07/94, Pages 1 and 2 of 2, epared by Knezevich & P Associates, Inc., signed and sealed by V.J. Knezevich, 2. Anchorage Calculations for 12 additional itions, Hurst Awning Co., Inc., dated 9/19/95, pages 1 through 37, prepared by Knezevich & Associates, Inc., signed D. MATERIAL CERTIFICATIONS /. • Mill Certified Inspection Report issued by INDALEX, sated 12/13/94, with chemical composition and mechanical properties for aluminwn alloy 6063 -T6 for blade •• - •. • • • 2.° Certified Tensile Test Report No. HETI 94 -T43, for colonial shutter specimen, • ••P• . . • .. • prepared by Hurricane Engineering & Testing, Inc., Report , dated 11/09/9494, per . • • . • • • • ASTM- E8 -93, signed and sealed by Hector M. Medina, P.E. •:•..• ..•• • •••l•• •• ,'. • 2. *EV°IDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99- 0510.01 .•. .• ••••• •. . ; A. '13 WINGS ..... . .. 17• • • None. •• • ...... , . • • .• •••• B. ° •TESTS . •••• •••°°' 1. None. C. CALCULATIONS 1: None. D. MATERIAL CERTIFICATIONS 1. None. E -1 elmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 07 -0322.01 Expiration Date: 08/29/2008 Approval Date: 08/23/2007 • • ••• • • • ••• •• • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • Hurst Awning Company; Inc. • • : ' C A CE: EVIDENCE SUBMITTED • . • • • • • • • • • • • • • • • . . . • .. ••.. 3. EVIDENCE SUBlYI.ITTED UNDER PREVIOUS APPROVAL #99- 0604.06 DRAWINGS, • • • • • • • • • 1. Drawin& 991015; 'Vlinged Colonial Shutter ", dated May 26, 1999, sheets 1 and 2 o74 plrep r4d 1 Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Uniform Static Air Pressure Test of colonial shutters, prepared by Construction Testing Corporation, Report No. CTC 99 -020, dated April 21, 1999, signed and sealed by Yamil G. Kuri; P.E. A. E. STATEMENTS F. OTHER NOA 99- 0604.06 C. CALCULATIONS 1. Anchor analysis dated May 26, 1999, Pages 1 through 20, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report issued by Hudson Metals, dated 0528/99, with chemical composition for aluminum alloy 3003 -H14 for aluminum sheeting. 2. Certified Tensile Test Report No. (:1 L- 420E, for colonial shutter specimen 99 -020, prepared by Certified Testing Laboratories, dated April 19, 1999, perASTM -E8, signed and sealed by Ramish Patel, P.E. • EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0315.04 A. DRAWINGS • • . • See NOA 02 -0315.04 (General Notes) ▪ • •• • • • B• . TESTS •••••• •• "' ee NOA 99-0604.06 • . •• • • • ...... ' • •' G' .. CAL NOA 99- 0604.06 • CULATIONS • • .• • • .. . • S''ee .,. • •• • • .....• • • .. D: • • • •MATERIAL. CERTIFICATIONS •• • • • • • • • : •'So NOA 99- 0604.06 • • •••• . •••••• . • See NOA 99- 0604.06 E - 2 ia''70 e A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0322.01 Expiration Date: 08/29/2008 Approval Date: 08/23/2007 Hurst Awning Connp tn',Z4c.' • • • • • • • •. . 5. EVIDENCE SUB11%IITftD UNDER PREVIOUS APPROVAL # 02- 0624.03 A. DRAWINGS . .. . .. ... .. 1. Draw a So: 9V -VSS, :titled "Hinged Colonial Shutter ", sheets 1 through 2 of 2, prepczre7l byid eieyith ii.,A Inc., dated May 26, 1999, last revision #1 dated May 10, 2002, signed and sealed by V.J. Knezevich, P.E. on May 14, 2002. B. TESTS 1. None. ;..C. CALCULATIONS 1.. None. • • ... • • • •.. •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • .•• OT1tV O A EVIDENCE SUBMITTED D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Letter from Hurst Awning Company, Inc., dated June 21, 2002, signed by Frank S. Cornelius, stating that nothing has changed in the product approval #02- 0315.04 and Knezevich & Associates, Inc. is still in the engineering business. 6. - EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #04- 0114.02 . A. DRAWINGS 1. Drawing No. 03 -205, titled " Hinged Colonial Shutter ", sheets 1 through 2 of 2, prepared by Thornton- Tomasetti Group, dated November 25, 2003, last revision #3 •• •. • • • • dated April 04, 2006, signed and sealed by V.J. Knezevich, P.E. on April 04, 2006. • • • • •• • ••• • • •.... • • • •...• • • B. • TESTS • ...... •. . • r • • • .1. None. • ...... • • ...... C... ( 3ALCULATIONS • • • "' • • • • • •I' Anchor analysis dated November 25, 2003, Pages 1 through 12 of 12, prepared by • • • . • Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. • • 2.. Anchor analysis dated April 01, 2004, Pages 13 & 14, prepared by Knezevich & • • • • • • • • • • • • Associates, Inc., signed and sealed by V.J. Knezevich, P.E. • • • ... D. QUALITY ASSURANCE 1. . By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -3 y A. Makar, P.E., M.S. Product Control Examiner NOA No. 07 -0322.01 Expiration Date: 08/29/2008 Approval Date: 08/23/2007 • • .•. • • • • • • • • • •• • • • • • • • . • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • Hurst Awning C Inc. • • ••• 7. NEW EVIDENCE SUBMITTED A . DRAWINGS. • • • • ••• • • 1. None. • . . •• • • • • • ••• •• B. TESTS 1. None: .• .0' ` • • • • 4141 • • • • '• ••� • 410... •0 • 0.4 • • • ..41... • ••.0• • • ..4141 • • 4141 .41..19 • • .41.0.. •••• ... 000 . • • •..60. • • • '019.0 • • . • • .v.... .•.0 • • • • 0..0. • .. ..41... • • •' • 1941 • •••• • • • • • •. • • • .. .19.00. • 41 C. CALCULATIONS 1. None. .N AII'CE Oj' APCE •A EE: EVIDENCE SUBMI1 I ED • • • • • . • • • • •• .•• • • • •• • • • • D. QUALITY ASSURANCE • .1. • By Mid ini County Building Code Corripliartce Of ce. E.. MATERIAL CERTIFICATIONS 1. • None. E -4 my A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0322.01 Expiration Date: 08/29/2008 Approval Date: 08/23/2007 t0 co .090 FLAT BAR 2 3/8' P2 %l v .r VARIOUS DEGREE CORNER PAN .050 MW. CORNER PAN .050 MMt 3' co N yi , T1 7/8' 1 3/3 ' 3 7/32' 1 3 1/32' 1 3 7/32' 1 3/32 7/8' MOUNTING HOLES 12 1 /2- _Q,_C. CROSS SECTIONS .. ••• • /4 • • • . . • • • • • • • • ••• • • •2 308'••• • • .0 9 0 • • • 1 • ▪ • • ••• • H1• • ••• • •� 2_ 00 0000 • _�, • • • • . . • • •• • • • • • • • • ••• 5/8' co oos RETURN .060 MIN. • •• • • •co • •+ N 29/32' j. VARIOUS TYPES OF F —TRACK NOT SHOWN 11/2' SPECIAL NET PANEL SECTION .093 7/8' 3/3^x' 3 7/32' 1 3/3p' VARIES 1 5' MAxlAIUM TYPICAL VARIES 00 N M .060 MIN. BLOCKING STUD MAY BE ' ALLED IN REVERSE DI' CTION 2' 2 1/4" J. ALL STUDS 3/8' (TYP. ) ALL APPLICATIONS ANGLES STUDDED IN ODES STUDDED TI SHORTER LEG ONLY 1/4-20 X 3/4 18-8 STAINLESS STEEL KNURLED ST! 12 1/2' 0.0 1. TO APPL1G1710Ni ON SHEETS 2 & 3 'R MOUNTING HOLES LOCATED ON EITHER HORIZONTAL OR VERTICAL LEG, ® STUDDED ANGLE DETAIL 1/8' x 1 1/2" FLAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE COMPLIES WITH: FLORIDA BUILDING CODE PER SECTION 1609.1.4 TESTED TO TA201, TA202 AND E4203 DESIGN CRITERIA: WIND LOADS TO BE CALCULATED AS PER ASCE 7 NO INCRESE IN ALLOWABLE STRESS WAS USED IN THE DESIGN OF THIS PRODUCT ( NE14A NOY • ALL ALUMINUM EXTRUSIONS TO BE ALLOY 6063 —T6 OR EQUAL STORM PANELS SHALL BE .050 5052 H - 32 ALUMINUM OR EQUAL SMOOTH OR EMBOSSED WITH A NOMINAL WIDTH OF 12 1/2" THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, IN ACCORDANCE TO THE DETAILED SPEC /F/CATIONS HEREIN. PANELS MAY BE NOTCHED OR MITERED TO ACCOMMODATE AN OBSTRUCTION ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF THE FOLLOWING OR EQUAL WITH MINIMUM ULTIMATE LOAD VALUES SHOWN 1/4" DI.4. R4WL LOK /BOLT ANCHOR ( SLEEVED DRIVE ANCHOR ) MIN. TENSILE 1190 — MIN. SHEAR 1520 — 1 1/8` MIN. EMBED. IN CONCRETE MIN. TENSILE 1200 — MIN. SHEAR 1270 — 1 1/8" MIN. EMBED. IN MASONRY 7/4 -20 RAWL CALK —IN ANCHOR ( MACHINE SCREW ANCHOR) WITH 1/4 - BOLTS MIN. TENSILE 1870 — MIN. SHEAR 1730 — 7/8" MIN. EMBED. IN CONCRETE MIN. TENSILE 880 — MIN. SHEAR 1340 — 7/8" MIN. EMBED. IN MASONRY 1/4" PERMA — SEAL TAPPER BY RAWL ( MASONRY SCREWS VARIOUS HEAD TYPES ) MIN. TENSILE 1520 — MIN. SHEAR 1980 — 1 1/2" MEN. EMBED. IN CONCRETE MIN. TENSILE 880 — MIN. SHEAR 1270 — 1 1/4" MIN. EMBED. IN MASONRY 1/4" ZAMAC NAILIN BY RAWL (ZAMAC HAMMER DRIVES ) MIN. TENSILE 980 — MIN. SHEAR 1400 — 1 3/8" MIN. EMBED. IN CONCRETE MIN. TENSILE 730 — MIN. SHEAR 1320 — 1 1/4" MIN. EMBED. IN MASONRY ANCHORAGE TO WOOD CONSTRUCTION SHALL BE 1/4" JlttL LAGS OR LARGER WITH 1" MIN. THREAD PENETRATION, 1/4 -20 BRASS WOOD BUSHINGS OR 1/4" ELCO PANEL MATES WITH 1 7/8" MIN. THREAD PENETRATION. REFER TO SHEETS 5,6 & 7 OF 7 FOR ANCHOR SPACING AND MINIMUM EMBEDMENTS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF 711E STRUCTURE TO WITHSTAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING METALTECH, INC. HWLEAH, FL ` DADE COUNTY PRODUCT CONTROL APPROVED WARNING TO OWNER OR TENANT LOCATED IN EACH HEADER OR ONE PANEL OF EACH OPENING, STATING " STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED, WHEN REQURED • PERMANENT FASTENER COMPONENTS. EMBEDDED ANCHOR BOLTS, THREADED CONES OR METAL SHIELDS, NOT IN USE, MUST BE PROTECTED AGAINST CORROSION, CONTAMINATION AND DAMAGE AT ALL TIME ROBERT S. MONSOUR, PE EB- 0006024 ftA O1s ENGINEERING, NC. PRODUCT REVISED as complying with the Florida Belding Code Acceptance Rae CV- o 1 •05 Eapicafien Date By Nand Dade Wet Cow Division 11 .050 U c•-) w • I SEE ANCHOR SCHEDULE NOTE* COMECTION TYPE "s" .500 E.D. SEE ANCHOR SCHEDULE E De DETAIL 1 CONNECTION TYPE "D" E D. OBSTRUCTION HEADER or SILL DETAIL 5 DETAIL 9 FLOOR PLUG AND MACHINE SCREW ANCHOR 12 0.0. FULL STORM PANEL (TYP.) SPECIAL PANEL CONFIGURATION MAY BE NEEDED FOR TRAPPED WIDTHS. PANELS MAY BE ADDED J0 WITH A MAXIMUM ADD -ON OF 3 FASTENED TO P BY THE USE OF 164 POP RIVETS 3 18 TUBULAR „RIVETS 10-24 IRU BOLTS 16 0.C. CoRRNNER MAY PAN R )FLANGE MAY BE REVERSED 00 07 ®OR C) HEADER or SILL • • ••• • • • "�•. • • NQ.!,,1 •,, • . • • • TE : t. ••• • •• • . •• •• • • • • • •• • • • • • • • ; , r • . .o;i!1. e • i • • • • • •• • ' • • • •bEr>4a z •• •• 1/4 -20 THRU BOLT W/ LOCK NUT 12" O.C. SEE ANCHOR SCHEDULE CONNECTION .500 TYPE "B' OR OTHER HEADER or SILL REFER TO THAT APPLICATION FOR PROPER CONNECTION TYPE ® CONTINUOUS BLOCKING 2 PIECES FASTEN TOGETHER WITH 164 RIVETS OR #B TECK SCREWS 12' 0.C. 4 RETURN PAN, ANGLE TUBE OR WITOD MUST BE USED ON ALL BUILD OUT CONDfONS TO CLOSE OFF BIDS RL7URN PAN %MOUS SIZES 1/8 O i 1/2 Am" WINGNUTS PLAN VIEWS DETAIL 12 A. B. C • • • • • • • • • • • • • • • • • • • • • • ' SEE ANCN0R SCHEDULE • 4.. 1 NOTE*' 7 5/8" MAX SLOTTED MOUN7NG HOLE MAY BE USED IN CENTER WEB OF PANEL, TYP. FOR ALL SPECIAL PAN APPIJCATIONS 1' MIN. SEE ANCHOR SCHEDULE **SECTION TYPE "E" DETAIL 6 8E.7 POW NAI011UN •:• ''�Q MOM PAIL®. NEIEIT 7E". DETAIL 10 . HEADER ON TOP SILL ON BOTTOM SEE ANCHOR SCHEDULE COIIECTION TYPE "A" DETAIL 3 4;\ HEADER or SILL 1 OR MAY BE INSTALLED IN REVERSE DIRECTION OR ® CONTINUOUS BLOCKING 3/16 ANGLE BOLTED TCGEI7IER WITH 1/4 -20 THRU BOLT W/ LOCI( NUT 6" 0.C. USED AS HEADER OR SILL R O HEADER or SILL MAY BE INSTALLED IN REVERSE DIRECTION AS IN DETAIL 6 OR® CONTINUOUS BLOCKING 3/16 ANGLE BOLTED TOGETHER WITH 1/4-20 THRU BOLT W/ LOCK NUT 6' 0.0: USED AS HEADER OR SILL OR ® CONTINUOUS BLOCKING 3/16 ANGLE 1/4 -20 MASHINE SCREW ANCHOR R4WL CALK -IN / W?H SIDEWALK BOLT 3" 0.C. W / 7 /8" MIN. EMBEDMENT :3; MIN EDGE DISTANCE PQUitED CONCRETE ONLY OPTIONAL USE OF 1/8" ANGLE FOR PURPOSE OF £l7EVDING WALL FLOOR PLUG AND MACHINE SCREW ANCHOR 12' 0.C. MAXIMUM GAP BETWEEN STROM PANEL AND D.L.O. SHALL NOT EXCEED 7/4 1/4 -20 x 3/4 KNURLED STUDS A' VIEWED FROM FRONT VIEW 1 WITH WASHERED WWGNUTS (TYP.) Sae PANEL NOTCHED AT BOTTOM/ TO PASS OVER STUD AND WIN•UT IN SILL (EACH SIDE) HEADER or SILL 4 4 4 . 4 . :Wit 0,4 SEE ANCHOR SCHEDULE CONNECTION TYPE "C' DETAIL 4 ®or® HEADER or SILL " MIN. SEE ANCHOR SCHEDULE CONNECTION TYPE "A" OR OTHER HEADER or SILL REFER TO THAT APPLICATION FOR PROPER CONNECTION TYPE CONTINUOUS WOOD BLOCKING VARIOUS SIZES DETAIL 7 9 MUYIMUM NOTE:'' �l ROBERT . M $ SOUR, PE EB- 0006024 DR.OAC GhtetINCC•IN/` E.D. E.D\ STORM PANEL IIINVOW OR DOOR OP 2 3/4' MAX AXPIU 1 SAO STORM PANEL HORIZONTAL INSTALLAT /ON ELEVATION MAY BE MOUNTED VERTICALLY OR HORIZONTALLY DETAIL 11 SEE ANCHOR SCHEDULE CONNECTION TYPE "B" DETAIL 8 SEE ANCHOR SCHEDULE COMMON TYPE "O" OR ® CONTINUOUS BLOCKING BOLTED TOGETHER WITH 1/4 -20 THRU BOLT W/ LOCK NUT 12" 0.C. OR C) CONTINUOUS BLOCKING 1/4-20 x 3/4 KNURLED STUDS WITH WASHERED WTNGNUTS 12 1/2" O.C. (TYP.) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VER /FY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE, MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO 12 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE 01? SUCURELY ATTACHED TO FRAMING STRUCTURE P VERTICAL INSTALLATION ELEVATION PRODUCT REVISED 6s complying with the FI rd& Building Code Aceepter,seNz 06 —O J/ •O Espirj tbnDate. Q . // Ey. 1Vi'lami Da roatni Cotl Dieisios ► owr SEP/ JRB / RSM •wao 01/10/98 SI O rAl 98002 ear 2 1/4 -20 FLOOR PLUG WITH MACHINE SCREW ANCHOR HEADER OR SILL CONCRETE OR MASONRY. 4 . COMMOTION TYPE • • 4 E • D. REFER TO DEFECTION CHART f GLASS tm STORM PANEL CONNECTION DETAIL 15 4.4, .. , 4'4'. • 4 • 1/4-20 FLOO PLUG WITH 1/4 -20 B WOOD BUSHING HEADER OR SILL INTO WOOD HEADER or SILL t 3/4" MIN. 1 1/4" MAX. SEE ANCHOR SCHEDULE CONNECTION TYPE "9" 0or ®HEADER or SILL SCREWED OR BOLTED TOGETHER WITH 1/4 -20 7HRU BOLT W/ LOCK NUT 12" 0.0. OR ® CONTINUOUS BLOCKING 1/4" ANGLE 1/4 -20 MASH/NE SCREW ANCHOR R4WL CALK -1N / WITH SIDEWALK BOLT 3" O.C. w / 7/8" MIN. EMBEDMENT 3" MIN. EDGE DISTANCE POURED CONCRETE ONLY d9.6 PSF MAXM JM / PANEL MIGHT 109" MAXIMUM DETAIL 21 ADJUSTABLE HEADER OR SILL • • ••• • • • • . . • • • • •.• • • • • • • • • • • • • • • • • • ••. • • • • • NOM .•. • • •• • . • • • • • • :TI1E MEiALTECM ST P AIQEL: Me BE INSTALLED WITHOUT DIE LI61" OF eti, E tl/DED• j EABER. OR SILL. • THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE STIUUCTURE WITH THE USE OF ONE OR A COMBINATION OF DET•9IL: U • • :'. r ••• 060 • . •. • • • • ••. •. • n�rai� i3 NOTE' NOTE 1/4" PANEL MATE SCREW WITH 14 -20 STUD HEAD s WITH WASHERED WINGNUT HEADER OR SILL .' WOOD, CONCRETE OR MASONRY eft COMMOTION TYPE "A" GLASS REFER TO DEFECTION C PANE PANEL T10N TYPE "A" 1/4 " PANEL MATE W/Tt/ MACHINE SCREW HEAD WITH 14 -20 SIDEWALK BOLT HEADER OR SILL WOOD, CONCRETE OR MASONRY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE, MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MIN /MUM 2 X 4 EQUAL TO 12 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE PANEL SECURED WITH WASHERED WINGNUTS STUCCO FINISH REFER TO DEFECTION CHART DETAIL 19 STORM EL ROBERT' -. MONSOUR, PE EB- 0006024 ©O el:2• CONNECTION TYPE "A" t.. Division NOTE* .. .4 • GLASS • COMMOTION TYPE "A" PI;5511LICCO IN51 ALLA11ON DETAIL 14 1/4-20 IuCIO4E St1EW NCICR II l'ALLV gY ALUIROW TISE 1.12511u IOIDED NYLON OAP 1/4-20 M/S FLOOR PLUG /8' swam 1' Lux DETAIL 20 PRODUCT REVISED :4S eta piying with the Florida I eldisb$ Cork Acceptance No Ob - v 1 0 E pirat1sn Dee 11 Marti DO t Control 1 REVISIONS 0 9/11/98 0 1/12/06 ■ sr SP SP 1 4, too SEP /.1RB /RSM ."•am 01 //97 SHOWN 98002 San 3 DESIGN PRESSURE PANEL SPAN 44.40 123" 47.81 120" 51.23 117" 58.06 112" 61.47 110" 66.85 106" 71.46 102" 75.30 97" 81.45 90" 86.83 84" 91.44 80" PANEL HEIGHT 0=68" over 68"--96' over 96"-123' WALL MOUNT 2 5/8" 3 5/8" 4" INSIDE MOUNT 2 5/8" 3 5/8" 4" BUILD OUT 2 5/8" 3 5/8" 4" PANEL HEIGHT 0 "- 107° over 107 WALL MOUNT 2 13/16" 3 3/16" INSIDE MOUNT 2 13/16" 3 3/16" BUILD OUT 2 13/16" 3 3/16" • . • • • • • THE METAL TECH STORM PANELS MAY BL: lt'T4L,EQ Wi;TH •OR WITHOUT THE HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. N U .050 ALUM • ••• ••• • • • •• • •• • • • • • • • FRONT VIEW SIDE VIEW • •• • • • • • • • •• • . •• ...... • ' • • • • ' L• DEFLECTION CHART WITHOUT HORIZONTAL STRAP HORIZONTAL BRACE STRAP 1/4 -20 STUD WITH WINGNUT 12 1/2 0.C. c 12'.x" MAX :PI N HEIGHT ' R/8 PANEL• STRAP IS REQUIRED •• ••• MINIMUM DISTANCE BETWEEN GLASS AND PANEL 1/8" X 3/4 FLAT ALUMINUM BAR SIDE VIEW FRONT VIEW DETAIL "E" MAXIMUM GAP BETWEEN PANEL AND HEADER IS 1/4" (7YP.) DETAIL "F" 8 11 a. FASTENER MUST BE IN NORROW POR770N OF KEY HOLE MOUN77NG HOLE MAY ALSO BE A 9/16" DM. CIRCLE DETAIL "G" EXPLODED ASSEMBLY 3/8" (TYP.) DETAIL 13 ON SHEET 3 DETAIL 13 ON SHEET 3 WALL MOUNT ANCHORING PANEL TOP & BOTTOM NO HDR. OR SILL HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY .050 ALUMINUM MAXIMU1 IMPACT' STORM PANEL DETAIL .3,4, & 8 ON SHEET 2 DETAIL 3,4, & 8 ON SHEET 2 WALL MOUNT ANCHORING PANEL TOP & BOTTOM WITH STUDDED HDR/SILL 1 1 FRONT VIEW SIDE VIEW eg g ik HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLICATION DETAIL 1 ON SHEET 2 DETAIL 15 ON SHEET 3 HEADER DETAILS 3,4 AND 8 ON SHEET 2 WALL MOUNT WITH HOR AND SILL ROBERT S. MONSOUR, PE EB- 0006024 MIT ENGINEERING, RIC. 123" MAX. PANEL HEIGHT ONE PANEL STRAP LOCATED MIDSPAN PANEL DEFLECTION CHART WITH HORIZONTAL STRAP MINIMUM DISTANCE BETWEEN GLASS AND PANEL DETAILS 5,7,9.10 AND 11 ON SHEET 2 DETAILS 5,7,9,10 AND 11 ON SHEET 2 TYPICAL SECTION VIEWS BUILD OUT WITH HDR. AND SILL DETAIL 2 ON SHEET 2 DETAIL 16 ON SHEET 3 DETAIL 4 ON SHEET 2 INSIDE MOUNT WITH HDR. AND SILL PRODUCT REVISED tomplyier with Cr, Florida a BOil :g Cody: P32teptainbe No 0 E iFiretieo Date b B3` INN - . �...�• I LL =3711.1 Dad F Contrrd Di slim o5 u V z Q7 1.g Wn ; ot w Cr' S ANCHOR SPACING vs DESIGN PRESS,URL, • AND CONNECTION TYPE • • ; • - • UP TO 59.6 PSF UPTO 71.5 PSF • _' POURED GUNCTEfiE CONCRETE BLOCK POURED CONCTETE CONCRETE BLOCK CONEC110N TYPE CONECT1ON TYPE CONECTION TYPE CONECTION TYPE ANCHOR TYPE PANEL •'t•1, :• 9 •31': 44 I, • B • 1„ C ,l, D I E ;11 t� 3 :: 8',: 13 13 • @ • q.3 : 7 13 13 i6 . •r3 '• 13 13 A I B 1 C 1 D 1 E 16 : 13 : 10 13 13 16 ; 13 ; 8 13 13 16 : 13 6 13 13 A 1 B I C I D 1 E 16 : 13 7 : 13 : 13 16 : 13 5 : 13 ; 13 14 : 13 4 : 13 13 A l B C 1 D 1 E 16 13 8 : 13 13 16 13 6 : 13 13 14 13 4 : 13 13 . r 68° SPAN •,' 2; • I ® 11/4" ` 1/4° RAWL LOK/BOLT (SLEEVE ANCHOR) 1 1/8" MIN. EMBEDMENT 88° SPAN 3" 16 13 : 6 13 13 15 11 : 5 13 13 13 10 : 4 13 13 16 : 13 7 13 13 14 : 6 5 : 9 10 15 ; 11 6 13 13 12 : 6 4 i 8 9 13 10 5 13 13 11 : 5 3 : 7 8 14 6 6 9 : 10 12 6 5 8 : 9 11 5 4 7 : 8 2" 1 1/4" 105" span 123" span 68° SPAN 3" 14 • 6: 5 9 10 12 6 4 8 9 11 5 : 3 7 8 11 4 4 5 4 14 7 6 ' 9 10 11 : 4 12 6 5 : 8 9 10 : 4 11 5 4 7 8 9 3 12 4 5 5 4 rr 4: 5 4 12 4: 5 4 10 3 4y 9 � x :v.-�.rta:.? ..�' `vr4..n.v� ....s n.�✓^..u'•f 4 5 5: 4 4 4 5: 3 : 3 4 2" 1 1/4" 3" 2° 10 4 • 4 5 4 3 : 13 : 13 13 10 4 4 5 9 13 13 6 : 13 12 : 12 12 5 10 10 4 10 4 y M, � + a% � ... r s � - £ .,$ -:�i t�v - µ. + YS ~ 11/4 ° ' 3" 9 3 t 4 16 13 : 7 13 15 13 : 6 13 14 13 : 5 13 13 15 12 13 10 12 13 6 13 5 12 4 13 13 12 13 11 13 10 12 I 9 11 : 5 11 11 10 : 4 10 10 9 3 9 9 2" 1 1/4" 88° SPAN 3" 13 10 : 6 13 13 12 9: 5 12 12 11 8 : 4 11 : 11 10 8 5 10 10 11 5 5 7 8 9 7 4 9 9 10 5 4 6 7 8 6 3 8 8 9 4 3 6 6 8 4 4 5 6 7 3 3 5 5 7 3 3 4 5 C 1/4° RAWL ZAMAC NAILIN DRIVE (HAMMER DRIVE) 1 3/8° MIN. EMBEDMENT IN CONCRETE 1 1/4" MIN. EMBEDMENT IN BLOCK 2° 1 1/4° 105" span 123° span 3° 11 5 5 10 5 • 4 9 4 . 3 9 3 4 7: 8 7 7 6 7 4 • 4 4 3 8 4 7 4 7 3 4 5 6 9 3 4 3 5 6 8 3 3 : 3 4 5 8 3 3 r ...1. 3 -: <s •° fi 4t . < r 4 4 4 ; 3 7 3 6 3 6 t . ... ;r_�.� �.< 3 E 3 3 -_ 13 12 10 I 2° 1 1/4° J 6 <. _ . .. ' -. .r. _ 13 12 10 2" 8 3 3 3 3 1 1/4" 8 16 13 ; 11 13 13 16 13 : 9 : 13 13 16 13 : 8 : 13 : 13 16 ; 13 • 7 13 13 16 13 9 13 13 13 13 6 ; 14 13 6 13 13 16 13 _ 8 p 13 13 12 12 : 5 13 13 5 .. 1 1 16 13 6 13 13 10 10 : 4 VARIOUS HEAD TYPES 68" SPAN 3" 2° ro um11. \0 \m � ./.� t�l 1 1/4" ,1111`1` �,`��X�-‘-Z�X��'' 1 I i \..1. an (MASONRY 1/4" RAWL 1/4" ELCO 1 1/2" MIN. EMBEDMENT 1 1/4° MIN. -X PERMASEAL EMBEDMENT _X \41.\.1E3..- SCREWS) TAPPER PANEL MATES IN CONCRETE IN BLOCK 88° SPAN 16 13 : 7 : 13 : 13 16 13 : 6 ; 13 ; 13 11 8 4 11 11 15 7 6 10 11 9 4 : 4 6 : 6 10 7 4 ' 10 : 10 14 7 5 9 10 8 4 3 5 6 2" 1 1/4" 105" span """ - ' - n 3" 16 8; 7 11 i 13 16 7: 6 10 12 14 7 5 9 : 10 15 5 • 6 7 • 5 10 5 4 9 4 4 8 4 3 7; 8 6 • 7 13 5 5 6 5 8 5 6 3 3 4 3 ;.; 2" 1 1 /4" 3 " 5. 2 " 13 5 : 5 6 : r 5 12 4 4 5 4 7 � >� ` ` � 1 1!4° ..._ 1 , _ ..... - 3"----- -16— N '.13 -1-12" _ '3,�413<.,.: 16 13 : 10 13 : 13 16 13 , 8 13 : 13 �°t6°°• -13 7n - 13- .. ;..13 �16� '13 ti 10 13 13 13 13 : 6 13 13 14 : 13 : 6 13 : 13 16 13 9 13 13 12 12 5 12 12 13 : 13 5 13 ; 13 16 13 7 13 13 _ 10 10 4 10 10 2.5° 1/4-20 RAWL (MACHINE 7/8" x 7/8° ,1/2" CALK -IN SCREW MIN. EMBEDMENT -^ `^ DIA. ANCHOR) 2° 88" SPAN 3" 16 13 : 9 : 13 : 13 16 13 : 8 : 13 : 13 16 13 : 6 : 13 : 13 12 :' 9 5 12 : 12 16 10 8 13 13 l 10 5 : 4 6 7 11 : 8 5 11 11 16 9 7 12 13 I 9 4 4 6 6 10 ; 7 4 10 10 2.5" 2" 105" span 3" 16 10 : 8 13 : 13 16 9: 7 13 13 16 8 5 11 13 10 : 5 4 7 8 0. 9: 4 4 6 7 16 6 6 8 3 8 3 3 8: 4 3 5 6 14 5 4. 7 3 7 ~fin 3 4 3 3 3 2.5" N h N N 16 6 7 8 7 16 6 6 8 6 14 5 4 7 5 8 • 3 4 4 3 E , � ; 8 7 = 3 3 3 _.._.s ..,, <a �`, .. �. -. . �- S- -- 123" span A N C • • • ••• • • • • •• • • • • • • • • •• • • • • S C H E D U L E ROBERT S. MONSOUR, PE EB- 0006024 FR'P1S €tiCIIIEEP.N1G. 61C. NOTES: SPANS AND LOADS SHOWN W 1115 SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS TO MEET 4. MINIMUM ENBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDIT/ONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADD/TIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE. OR MASONRY. PRODJcT REVISED Es earip!v,•tag with the Florida ,..;. Acup tm�.� No b'__ is f r j . Exp1 goo it Y//,�..//L . 17 ' 1' CO 1 REVISIONS 09/11/98 01/06/06 BY SP SP � IJ N CI 0 0 ti Air sEa AnB 01/ 1/98 SHOWY 98002 MET 5 ANCH SCHED ULE ANCHOR SPACING vs DESIGN PRE.$SE AND CONNECTION TYPE s • ANCHOR TYPE • 1 • • UP TO 81.5 PSF • •:• • • POUREU •• CONECTION TYPE A B • • C D E CONCRETE BLOCK CONECT1ON TYPE A B C D I E POURED CONLiEi CONECT1ON TYPE CONECT1ON TYPE A B C UPTO 91.4 PSF CONCRETE BLOCK B f C ID I E . . 1 1ll 1/4" RAWL LOK/BOLT (SLEEVE ANCHOR) 1 1/8" MIN. EMBEDMENT 1/4" RAWL ZAMAC NAILW DRIVE (HAMMER DRIVE ) 1 3/8" MIN. EMBEDMENT IN CONCRETE 1 1/4" MIN. EMBEDMENT IN BLOCK VARIOUS HEAD TYPES (MASONRY SCREWS) 1/4° RAWL PERMA -SEAL TAPPER 1/4" ELCO PANEL MATES 1 1/2° MN. EMBEDMENT IN CONCRETE 1 1/4° MIN. EMBEDMENT IN BLOCK 1/4-20 x 7/8" , 1/2" DIA. RAWL CALK -IN (MACHINE SCREW ANCHOR) 7/8" MIN. EMBEDMENT • ••• • • • • • PANEL I • .D. l• • g• • . „ 88" SPAN 68" SPAN 88° SPAN 12 : 4 : 5 11 4 ; 4 1 • • • 1€ •. i" • 144 .1 9 ••: 5 • • 13 13 12 6 5 / • 6 12 12 : 8 : 4 1 4 13 13 2 13 13 13 12 2 11 1 : 11 13 9 112 9 1 1 10 : 9 : 11 8 i 10 3 1 ROBERT MONSOUR, PE EB- 0006024 P'P?1 611GIIVECRIIIG, mc. NOTES: SPANS AND LOADS SHOWN N THIS SCHEDULE ARE FOR DETERAIINNG ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS r rVis TO SHEET i 4. MINIMUM ENBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDRIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUT IER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. PRODUCT REV SED >as cDmpirIng with the Neridt Cotir Ampia e2 Nn D ■ - ° • 65 Explrxthin u']gie rr BY IYl:aroi Ded �3i�. ;i•��a oxl Control 1 f REVISIONS 0 9/11/98 01/06/06 BY SP SP At U -2' wn lm w \ N c Q Q 8 c 4' WOOD LAGS 1" MINIMUM TREAD PENETRATION 1/4" ELCO PANEL MATES 7/8" MIN. THREAD PENETRATION 1/4" ELCO PANEL MATES 7/8" MIN. THREAD PENETRATION VERIOUS HEAD TYPES 1/4" MASONRY SCREWS 7/8" MIN. THREAD PENETRATION 88" SPAN 1 88" SPAN A N C NOTES: •• . .' . • • • . • • • • . • ; • • • • • H • • • • . • • • ••• • • • • SPANS AND LOADS SHOWN N THIS SCHEDULE ARE FOR DETERNNNG ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESK4N LOADS REFER TO SHEET 4. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO 12 SOUTHERN PINE 0.55 SPEC %F1C GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR COND177ONS THAT ARE NOT ACCEPTABLE. • IT SHALL BE THE RESPONS /BIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. S C H E D U L E ROBERT S. "MONSOUR, PE EB- 0006024 PRIM? ENGINEERING, mc. PRODUCT REVISED gas sump yI ig with the Florida Balding Cade A<_ No • -- C E5 "fd¢zn Dots r k W -0 f' By ",.. Mi 4; S et Control 1li3•isi©Z . o5 REVISIONS BY 09/11/98 01/06/06 SPA SP V z z 7 c17 • ••• • • ••• • •• • • • •• • • • • • • ••• • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • •.. • • • • • • • • • • • •• • • • • ••• • • i•. • • • ••• • • • • • •• • 6 • • • s • ' M I ® BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACC rANCE (1`dvh) MetalTech, Inc. 7635 West 2 Court Hialeah, FL 33014 • • • • • • • • • • ••• • • • • •• • • • • •• • • • • •• •• • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • .•. • • • &1 A I.DAIIiE COIP►ITY, FLORIDA • • • • M'�ETRCg-tAD1 Fj A13IER 140 �VEWFI GLER S TRE 1 ET, SUITE BUILDING 1603 MIAMI, FLORIDA 33130 -1563 • • • ( ?05)X15 -2$QL VAX (305) 375 -2908 • • • • • • • • • • • • •• • • • • • ••• •• 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: " Maximum Impact" 0.050" Aluminum Storm Panel Shutter APPROVAL DOCUMENT: Drawing No. 98002, titled "0.050" Maximum Impact Storm Panel ", sheets 1 through 7 of 7, prepared by Ramms Engineering, Inc., dated January 10, 1998, last revision dated 01/12/2006, signed & sealed by Robert Monsour, P.E. on 01/12/2006, 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 panel 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 & renews NOA # 04- 0621.01 and consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. A 0/1q/ NOA No 06- 0117.05 Expiration Date: 10/22/2011 Approval Date: 10 /19/2006 Page 1 MetalTech, Inc. 1. EVIDENCE SUBMITTED UNDER PREVIOIS ARPROVA1CS • •• • A. DRAWINGS • • • • • • • • • •• • • • • • ••• •• See NOA 01- 0718.09 B. TESTS See NOA 01- 0718.09 C. CALCULATIONS See NOA 01- 0718.09 D. MATERIAL CER ''CATIONS See NOA 01- 0718.09 E. STATEMENTS See NOA 01- 0718.09 F. OTHER NOA 01- 0718.09. NOTICE OF ACCEPTANCE: • • • • • • • • • • • • • • EVIDiNC SU1 MITTED • • 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 04- 0621.01 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. • • •• • • .. •• • • • • • • • • ••• • • • • • • • D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -1 • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • :•• • •• • • • • • • ••• • • • •• • • F. OTHER 1. NOA # 02- 0312.08 cover page states the number of sheets incorrectly "sheets 1 through 18". This NOA #04- 0621.01 is issued to revise NOA # 02- 0312.08 and correct the number of sheets on the cover page to " sheets 1 through 7 of 7 ". This is the only change. This file is authorized by Mr. Ted Berman, P.E. with no fee. kie.-6. elmy A. Makar, P.E., M.S. Product Control Examiner NOA No 06- 0117.05 Expiration Date: 10/22/2011 Approval Date: 10/19/2006 MetalTech, Inc. • • . • • • • . ... • • • • • NOTICE OF ACCEPTANCE: EVID1 FJ,SUB 1 ( T � • • • • 3. NEW EVIDENCE SUBMITTED A. DRAWINGS • • ••• • • • ••• 11 •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • ••• • • ••• • • • • •• • • • •• • • • •• ••• •• • • • • • • • • • • ••• •• I. Drawing No. 98002, titled "0.050" Maximum Impact Storm Panel", sheets 1 through 7 of 7, prepared by Ramms Engineering, Inc., dated January 10, 1998, last revision dated 01/12/2006, signed & sealed by Robert Monsour, P.E. on 01/12/2006. B. TESTS 1. None. C. CALCULATIONS 1. Anchor analyses dated January 06, 2006, 41 pages, prepared by Ramms Engineering, Inc., signed & sealed on January 06, 2006 by Robert Monsour, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -2 #e/( / elmy A. Makar, P.E., M.S. Product Control Examiner NOA No 06- 0117.05 Expiration Date: 10/22/2011 Approval Date: 10 /19/2006 4 • ••••• 0000 • • • 0 0 0000 . 00 000 • • moo •• so • ••••• • • 00 0000 • •i ••• • ••- • • • - •••• • • • •••• • • •••a •• • • • • • • •• • • •• • s • •••• • •••• E 0 0 N c 0 3 v 0 N 050 • • • •• • • • • •• • • • • •• • • • • • •• • • • ••• • • • • • • .o 0 0 • •• • • • • • • •• O TOP &BOTTOM RAIL SCALE : HALF SIZE •• • • • •• • • GENERAL N01 #S: • N O SIDE RAIL SCALE : HALF SIZE ••• •• • • 1.095" .623" i LOUVER BLADE SCALE : HALF SIZE • • ESE APPROelk D1111;15S47:5•REPASENT A SHUTTER SYSTEM ANALYZED 'WITH T = " ON SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY•HURRICANE ZONE & NON -HIGH VELO :: CANE ZONE OF THE FLORIDA BUILDING CODE 04 WITH 2005 - ENTS. 2. AN ALLO . :LE LOAD INCREASE HAS NOT BEEN USED IN T N OF THE ANCHOR 4CH• • SPACING OF THIS PRODUCT. RHINE THE POSITIVE AND NEGATIVE DESIGN .LOADS TO USE WHEN RE LACING ESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING IND VELOCITY. FOR WIND LOAD CALCULATIONS. IN ACCORDANCE WITH ASCE 7 -02, DIRECTIONALITY FACTOR OF Kd = 0.85 MAY BE USED. 4. T SE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR - SPECIFIC APPLICATION OF THIS . 5. *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 EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS•OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 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 B,Y A LICENSED ENGINEER OR REGISTERED ARCHITECT. WHICH DETAIL AND JUSTIFY THE DEVIATION. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND 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. I. 0 7 11/25/2 tnk AS NOTFD.I dn+mb ( dam ZMS l� 03 -20! (sheet 1 o I ▪ 9. THIS SHUTTER SYSTEM HAS A MAXIMUM PERFORMANCE RATING OF: 1r CLOSED POSITION: lo POSITIV DESIGN LOAD +55.0. PSF DESIGN LOAD -72.0 PSF • 10 PRODUCT • MARKINGS SHALL BE A MIN. OF ONE PER SHUTTER•AND SHALL BE •• LABELED AS FOLLOWS: HURST AWNING CO INC. MIAMI, FLORIDA M IAMI -DADE C PRODUCT CONTROL APPROVED M1ALL• EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N Z2 STORM BARS ARE NOT REQUIRED FOR SHUTTERS LESS THAN OR EQUAL TO 32" .* .IN HEIGHT. ONE STORM BAR IS REQUIRED FOR SHUTTER HEIGHTS GREATER THAN ••• 32" AND LESS THAN OR EQUAL TO 64 ": • •18!'WHERE Z -BAR CANNOT BE INSTALLED, A LOCKING BAR FROM THE SCHEDULE MAY $ • • $E SUBSTITUTED. ' S 1{t.THIS SHUTTER SHALL BE PROVIDED.WITH A PERMANENT LABEL INSTRUCTING • IT HE OWNER OR TENANT TO "CLOSE THE S AND INSTALL ALL REMOVABLE o STORM BARS AS DETAILED IN THIS DRAWING DURING PERIODS OF TIME AS ARE • DESIGNATED BY THE U.S. WEATHER BUREAU AS BEING A HURRICANE WARNING ALERT. 15. A SINGLE FIXED PANEL WITHOUT AN ALUMINUM BACKING CAN BE ATTACHED ON EACH SIDE OF THE OPENING FOR DECORATIVE PURPOSES ONLY USING 1/4 "0 ITW i . BUILDEX MAXISET TAPCONS W/ 1 -1/4" MIN. EMBEDMENT @ EACH CORNER AND 32" O.C. MINIMUM SPACING. 16. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH a A MIN. Fy = 33 KSI OR 2024 -T4 ALUMINUM. POP RIVETS SHALL BE 3/16 "0 STAINLESS STEEL. STORM LOCKING BAR SPACING SCHEDULE NOTES: 1. * MAXIMUM SHUTTER WIDTH IS 114" FOR WIND LOAD CONSIDERATION. 2. POSITION ALUMINUM BEAM SUCH THAT THE LARGEST DIMENSION 15 HORIZONTAL. 3. NO MORE THAN FOUR (4) INTERMEDIATE LOCKING BARS ARE PERMITTED. 062' 0 K .12S" s' 0 LOUVER PLATE O SCALE : HALF SIZE OSURE ASSEM SCALE : HALF SIZE 1 .390" ID. V n 10 0 18-8 ST FLAT HINGE 6 H GE PIN CALE : HALF SIZE A LE : HALF SIZE LY Co' EO LOCKING BAR SCALE : H.. SIZE 3" 3" TYP 0 1- ex 6 0 W z 0 O o 2 4.000" BAR SCALE : HALF SIZE • 1/4 " Fort or H JCRE X MAXI SET I OCK 32" O.C. MAX. W/ 1 -1/4" ENDED. AND 3" EDGE DIST. 1" x 2" x 1/0" x 0 " -2" 6063 -T6 ALUM. ALLOY ANGLE 0 32" MAX. FROM EACH END 1/4 -20 MACHINE SCREW AND MOLLY JACK NUT (b 32" O.C. 1 " : 1.6 O WALL MOUNT BRACKET SCALE : HALF SIZE LOCKING BAR �0 SIZE 2" x 2" x 1/8" 2 "x2 "x1/8" 4.260' 2.760" 2.510" 125" .15 2.625" .756" 2" x.3" x 0.21" x 0.06" 32" 75 -1/4" 2" x 3" x 0.21" x 0.06" 29" 2" x 3" x 0.21" x 0.06" 24" 2" x 3" x 0.21" x 0.06" 2" x 4" x 0.21" x 0.06" 2" x 4" x 0.21" x 0.06" 2" x 4" x 0.21" x 0.06" 2" x 4" x 0.21" x 0.06"1 18" VARIES 0 0 0 H SEE "STORM LOCKING .BAR SPACING SCHEO._ -BELOW ANCHORS REQ I CALK -IN PANELMAT SHUTTER WIDTH 57" 114'' 4 BLOCK .060" 25 ." N/A MAX. BAR SPACIN . 32" MAX. SHUTTE WIDTH 108 -1/4" MAX. BAR LENGTH 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" 2 " 2 " 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 1 -1/4" 1 -1/4" 2" 2 " 2 " CONCRETE (2000 psi) • BLOCK .WITH FILLED CELLS TY ANCHOR 4 ANCHOR TYPE EMBED. TY ANCHOR 4 ANCHOR TYPE EMBED 2 3/8" STORM LOCKING BAR SPACING &WALL MOUNT BRACKET ANCHOR SCHEDULE * * SEE STORM LOCKING BAR SPACING SCHEDULE NOTES EL N/ A 4 7 owers Tappe owers Tappe Powers Tappe owers Tappe owers Tappe owers Tappe Powers Bolt Powers Bolt Powers Bolt owers Tappe 0 0 .100" TYP. 3/4" .500" 2.100" • 6 6 '390" ID. 0 0 eft /4 "•1 - .(17 3/4" 6 b o "Z" BAR DIAGRAMS (SEE DETAIL (F) FOR FASTENERS) SCALE : 1 -1/2" = 1' -0" ANCHOR U4 "4 CALK -!4 • 1/4 "4 FEMALE ANELMATE owers Tappe owers Tappe Powers Bolt Powers Bolt Powers Bolt Powers Bolt Powers Bolt Powers Bolt Powers Bolt Powers Bolt 6.000" SINGLE SIDE RING DOUBLE SIDE HINGE SCALE : HALF SIZE .125" 2500" • • " Q • TY. 1/2" TY P. i 6 6 2 4 2 3 4 7 2.000' ANGLE E : HALF SIZE T BAR LENGTH • (IN.) • 6" 10 -1/2" 6" 7 -1/2" • 10 -1/2" 16 -1/2" 11 VCT'PENLWfV1) estea1 ylag :I"rt 9 fire. `s�'e-n l6 t 1111:42 (2 �Z - 01 fuz3U &� s i 2. Zoog xt Cep - PRODUCT REAMED as eLeES a 10irs t'a s' x • r o • 011 Ex ties Dc'. 0 ; By Miami Ds D:v 1 • oo. O m.- M �n en r11 LL _see ?+ O 4 �V E CO - 0 V o 'o 0- NM 7 ccs JNp 5...-A0 5...-A0 O ° ho1L «x . :L O d o « ; p In O d„3 4 H 0, kt ''''' o -y rn g V i. Knezevich Processional FL Ukase '• 1098 ( • • •••••• • • •••••• • • •• . .... • •••••• • • •;•••• 10 • O in 0 0 w C 0 3 O t 0 N M 0 0 • •• •• • • 0 ••••i• • • . •••• • • •� • • . • • c 0 O 1- 0 c c • • ••• •• • ••• •• ••. 3 -1/2' TYP. TOP 4 BOTTOM • • • •• •• • • • • • • • • •• •• • • • • • ••� • • • • • • •• • • • • ••• • • • • • • •• • • 0 F Z u d N 0 O A TYPICAL ELEVATION (TWO PANEL UNIT) SCALE : 3/8" =1 SHUTTER ASSEMBLY O G TWO PANEL UNIT (PLAN VIEW) SCALE : 3/8" = 1' -0" • =SUNG CONCRETE OR BLOCK S/16"0 THRU • • BOLT (TYP • • • 29 -1/2" MAX. TING WIHOOW 0.046' ALUM. ALLOY SHEETING (3003 -H14) W/ •6 x tree TEK SCREWS QI 12' 0.C. EXCEPT WHERE RINGED SEE LOCKING BAR SCHEDULE ®TOP $ BOTTOM OF STORM BAR 10 (TYP. 0 EACH STORM BAR) 1/4 -20 BOLT W/ MOLLY JACKNUT (JI EACH SIDE RAIL 4-1/2' MN. 0.048" ALUM. ALLOY SHEETING 'ROUNDED' SHUTTER OPTIONAL (TYPJ HINGE 24" O.C. SHUTTERS BEHIND ALUM. ALLOY SHEETING ITYPJ EXISTING STRUCTURE 0.046" ALUM. ALLOY SHEETING WNGE 0 24" O.C. O BAR WALL CONNECTION K SCALE : 3" = 1' -0" HINGE ASSEMBLY . NOT SHOWN (SEE SECTION N) 57' MAX. ICI CONNECTION DETAIL 0 Q STORM BAR LENIN 3 -112" TYP. TOP 4 BOTTOM n •_ z > Y G J L < • e. N 0 N < m CLOSURE PIECE09 32' 0.C. WINDOW/GLASS SHUTTER ASSEMBLY r XI POSTING J STRUCTURE O H FOUR PANEL UNIT (PLAN VIEW) SCALE : 3/8" = 1' -0" O 3/ TYPI E 8" = 1' LE VAT=0" ION (FOUR PANEL UNIT) B SCALE : WINDOW/GLASS O ASTRAGAL DETAIL L SCALE : 3 "'= 1' -0" TWO 3/16 "0 STAINLESS STEEL • POP RIVETS TYP. 0 scs 1/4 -20 BOLT & .067`0 AL WASHER W/ JACKNUT (WINGNUT OPTIONAL) TYP. le EACH SIDE RAIL EXISTING WUIDOW • O HINGE DETAIL M SCALE : 3" = 1' -0" SHUTTERS BEHIND ALUM. ALLOY SHEETING (TYP.) 1/4 -20 BOLT & .667 "• AL WASHER W/ JACKNUT (WINGNUT OPTIONAL) TYP. (? EACH SIOE RAIL FASTENERS (SEE SECTION 04) ()FOR TWO (2) PANEL UNITS &OR FOUR (4) PANEL UNITS TWO 3/16'0 STAINLESS STEEL POP RIVETS 111i wan Biammt /NW TWO 66 x (INTERNALLY) TYPICAL SIDE RAIL TO TOP O & BOTTOM RAIL CONNECTION SCALE : 3" = 1' -0" 0.046' ALUM. ALLOY SHEETING (30034116) W/ M6 x 1/2`0 TEK SCREWS I 1 D O.C. EXCEPT WHERE 12" O.C. O SHEETING CONNECTION DETAIL E SCALE : 3" = 1' -0" O JAMB DETAIL N SCALE : 3" = 1' -0" *6 x 1/2 "B TEK SCREWS BI 12" O.C. EXCEPT 0 HINGE 0.046' AL SHEETING 130034414) SEE PLAN VIEWS FOR LOCATION OF SHEETING (INTERIOR OR EXTERIOR) D O SHEETING DETAIL • SCALE : 3" = 1' -0" rat CONOIETE & mac wnH r EDGE asr. USE TWO V4 -20 POWERS CALK -IN WITH 7/6" NEL WIT1-1/ 4 " ELCO FEMALE I r ASSEMBLY ! 24" 0.C. O `Z" BAR CONNECTION F SCALE r 3" =1 Agirapmce% g 03Z2'a Expkatke Daft a 1ri.LWi�' an`: it)S/lam 'ROE)Cr P.`C'V6 'L Ss swag ' TSit fst Wass CorZa Actwee !le E' up . dens 1DaU O Al too7 )3y Miami Bad Ditiskin 0 0, Mn LL d8 " I' al- 0. 00 ' J� D .N 2 ti „ OZ?"- Hht .r vF . x � do M ; Qeh . v N c . <11 h Zs- 0 a, V.J. Knezevict Pmknioxal Engineer R License No - 1091 a , S *' (date sate AS NOTED (dam ZMS V 0. O V iu E 1 0 0 c 0 1-- '0 0 0 N C0 0 0 V 0 11/25/2C 4Rw� ao. 03 - 205 (sheet 2 01 ... • • • ... • • • •• •• • • • •• .. • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • ••• • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • ••• • • • • • • •• i �. • • • • • •• ••• • • • • • •• •. • • • • • • • • • • • 000 •• •• • • ••.••• • •••• • ••••.• • 0000 •• • • • • • •• • • • • •. • ••••• • • • *.•. • •• • • • •• • • • •• • • ••••• • � ••••• • • •••.•. • • 0 0000 0 ••••• oo • • oo • � •••• • 00 0000 • • ••••. 8 openings in total. 4 panels and 4 COLONIAL SHUTTERS TO BE GREEN BAY COLOR. Passed Inspector Comments CREATED AS REINSPECTION SHUTTERS MUST FOR INSP- 84776. cc BE UP FOR INSPECTION II I M Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 09/08/2008 Inspector: Rodriguez, Jorge Owner: WEAVER, MARK Job Address: 1061911 Avenue NE Miami Shores, FL 33138- Project: <NONE> Contractor: AC SHUTTERS AND AWNINGS INC Building Department Comments Thursday, September 4, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1122320280370 Lot: Phone: 305 - 799 -2068 Page 1 of 2 8 openings in total. 4 panels and 4 COLONIAL SHUTTERS TO BE GREEN BAY COLOR. ®� Passed Inspector Comments CC 50-0 ps FD L : 5/ Alu sr 6� vP Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Inspector: G Owner: Job Address: Project: Contractor: te: 09/03R098 rig Un WEAVER, MARK 1061911 Avenue NE Miami Shores, FL 33138- <NONE> Building Department Comments Tuesday, September 2, 2008 AC SHUTTERS AND AWNINGS INC Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1122320280370 Lot: Phone: 305 - 799 -2068 Page 1 of 2