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WS-17-1765 g gem/t�yi -�7-�' 7 6 Miami Shores Village ` " 7`�t �IN S}Iitn tyr 10050 N.E.2nd Avenue NW � * �� ; ® Miami Shores,FL 33138-0000 ..�� Phone: (305)795-2204 ;.`. Expiration: 01114/2018 Issue Hate:11181 7 Project Address Parcel Number Applicant 154 NW 111 Street 1121360030450 JAMES AND SUZANNE FENWICI Miami Shores, FL 33168-4323 Block: Lot: Owner Information Address Phone Cell JAMES AND SUZANNE FENWICK 154 NW 111 Street (786)238-7844 MIAMI SHORES FL3 3168- Contractor(s) 33168- Contractor(s) Phone Cell Phone Valuation: $ 1,212.00 A&M HURRICAINE PROTECTION LLC (305)885-0678 Total Sq Feet: 84 Type of Work:INSTALLATION OF ACCORDION SHUTTERS Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Shutter Final Classification:Residential Shutter Attachment Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-7-17-64538 DBPR Fee $2.00 07/18/2017 Credit Card $76.20 $50.00 DCA Fee $2.00 Education Surcharge $0.40 07/10/2017 Credit Card $50.00 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 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 ce ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. dthe ore,I authorize the above-named contractor to do the work stated. July 18, 2017 Authon d ' nature:Owner / Applicant / Contractor / Agent Date Buildin 'Department Copy July 18,2017 1 �l Miami Shores Village Building Department r®' 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 ®,7 Tel:(305)795-2204 Fax:(305)756-8972 C� INSPECTION LINE PHONE NUMBER:(305)762-4949 20-A ,-(,� FBC 2 � BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: /tfto /11 & / City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: /l",>/tR C -00 2'y v� � • Is the Building Historically Designated:Yes NO Y Occupancy Type: load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleho[VAO e& 1>�U]I dk_d-9U2aflVUPhone#: l a Address: ° City:1114ic?M(_ 19tyar=& State: Zip: 33/6,V- V3.)__� Tenant/Lessee Name: Phone#: Email: fie ® CONTRACTOR:Company Name: /�! �'Y/ l��i�'iz L(-`�/.. Phone#: 36L kEEO(e?F Address:j 0 o 14 &� City: �b'a Le jah - State: / Zip: 33610 ° Qualifier Name: 3'h S-e G�- 216g 2= Phone#: ° State Certification or Registration#: _J��e3 t� � Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: / City: State: r ` Zip: Value of Work for this Permit:$ f ' — Square/Linear Footage of Work: �L Type of Work: ❑ Addition Alteration ❑ New ❑ e air/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ 0 DP Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ I Technology Fee$ Training/Education Fee$ Double Fee$ J0 Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ -0 (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature '�-� Signature OWNE or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of fin- - ,20 ,by ck,, day of -Tb YLR— ,20 / 7. ,by 111(_)1 4,L.who ispersonallyknown to �® G.19,*-r�� ,who is personally known to ,�) me or who has produced L - as me or who has produced as identification and who did take identification and who did take an oath. a� ALAIIv JAVIER MAN NOTARY PUBLI �eUm•, ALAIN JAViER MANRESA NOTARY P B st F F 203463 ;�y,. My GOn�NUSSION MY COMMISSION n FF203463 =�;;• �� F_XP+RES May 03.2019 r'°`a�9 no uta Y-enire con EXPIRES .SQ' "•'S3 Sign: I :rP` 2_ rl�adaN 5o^nce wn Print: , Print: /Haiv, rode—- Seal: Seal: >t«�a*xw�>k+r<***�aixaa�a�saw�saxa*��*xsw�a�aar+�es�xr*sawx*w+say*:�wx«**sa�ssx�r��w*�a��aas��**a:ss�>x�ass*awws�w�ew APPROVED BY d),) 6 �� ff Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) �� 6® 43� ,5'�C� Prope Search Application-Miami-Dade County Page 1 of 1 OFFEE OF THE PROPERTY APPRMSER Summary Report Generated On:7/14/2017 Property Information a Folio: 11-2136-003-0450 Property Address: 154 NW 111 ST Miami Shores,FL 33168-4323 A JAMES H FENWICK Owner �� T SUZANNE FENWICK 154 NW 111 ST a Mailing Address MIAMI SHORES,FL 33168 USA € ' PA Primary Zone 0800 SGL FAMILY-1701-1900 SQ 0101 RESIDENTIAL-SINGLE " 1, Primary Land Use k FAMILY: 1 UNIT Beds/Baths/Half 3/1/0 3 , Floors 1 t� xD Living Units � � q Actual Area 1,599 Sq.Ft � Living Area 1,446 Sq.Ft Adjusted Area 1,413 Sq.Ft Taxable Value Information Lot Size 9,150 Sq.Ft 2017 2016 2015 Year Built 1940 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value 1 $156,608 $152,359 $150,953 Year 2017 2016 2015 School Board Land Value $196,886 $164,440 $164,440 Exemption Value $25,000 $25,000 $25,000 Building Value $142,395 $143,420 $145,468 Taxable Value 1 $181,608 $177,359 $175,953 XF Value $7,171 $7,249 $5,931 City Market Value $346,452 $315,109 $315,839 Exemption Value $50,000 $50,000 $50,000 Assessed Value 1 $206,608 $202,359 $200,953 Taxable Value 1 $156,608 $152,359 $150,953 Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2017 2016 2015 Taxable Value $156,608 $152,359 $150,953 Save Our Homes Assessment $139,844 $112,750 $114,886 Cap Reduction Sales Information Homestead Exemption 1 $25,000 $25,000 $25,000 Previous OR Book- Price Qualification Description Second Exemption $25,000 $25,000 $25,000 Sale Page Homestead 88- 09/07/2012 $270,000 282828 Quai by exam of deed Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). 26690- 11/10/2008 $116,000 1436 Other disqualified Short Legal Description 08/01/2007 $0 25918- Sales which are disqualified as a result MIAMI SHORES EXT PB 43-40 4360 of examination of the deed LOT 13 BLK 220 25855- Sales which are disqualified as a result LOT SIZE 75.000 X 122 07/01/2007 $0 1616 of examination of the deed OR 20480-4489 0602 3 COC 25918-4360 08 2007 3 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hffp://www.miamidade.gov/info/disclaimer.asp http://www.miamidade.gov/propertysearch/ 7/14/2017 07/10/2017 1:25 PM ET A M Hurricane Prot ->13057568972 02 012MB Local Business Tax Receipt Miami—Dade County, State of Florida THIS IS NOTA HILL-DO NOT PAY i 7182588: L.BT 13USINEISS NAME*/LOCATION R6CRIPT.NO. EXPIRES A&M HURRICANE PROTEMON LLC RMMAG. . SEPTEMBER 30, 2017 1050-E 1551 *4631V 7 Must be clisplayed at place of business HIALEAN FL 33010 Pursuant to County Code Chapter RA-ArL 9&10 OWNER EIEC.TYPE OF RUMNESS A&M HURRICANE PROTECTION LLC 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED JOSE G PEREZ,QUALIFIER CGC1622835 BY TAX COLLECTOR Wdrker(s) 1 $45.00 07/20/2016 FPPU 13-16-001150 This Local Business Tex RuWpt only confirms payment of the Loci Rosiness Tax.The Receipt is not a license, permit ora certification of the holders quallficatians,to do bushtesa.Holder must comply xdth any goverameatal Or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT 1110.above moat be displayed an all commercial vehiclas-Miami-Dade Code Seo 8a-i7E. For mare information,visitµ^!pM!!!!ainldede.am/rexcalledar e 0 07/10/2017 1:25 PM ET A M Hurricane Prot ->13057568972 ® 1 coRJfl CERTIFICATE OF LIABILITY INSURANCE FDAT6(MM/DD/YYYYi 1/3/2017 TH13 CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the polloy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an Endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s), PRODucCR Libertate Insurance LLC N AVT Llbertate Insurance LLC 707 East Washington Street PHONE baa-s7l-oalo FAX No 407-613-5477 Orlando, FL 32801 DD ESS: Info011beftateins.com INSURER S AFFORDING COVERAGE NAIC S Wwna.libertateins.com INSURED INSURER A. Imperlurn Insurance Company 35408 Resource Management, Inc. INSURER B: 281 Main St. Suite 5 INSURER C: Fitchburg MA 01420-4371 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 335916 2 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. R TYPE OF INSURANCE ADDLAm IWA POLICY NUMBER POLICD EFF POuCY EXP LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE F1 OCCUR PREM--70 RPUC157 ES Ma oar $ MED EXP(Any one neon) $ PERSONAL S ADV INJURY $ GEN'L.AGGREGATE LIMIT APPLIES PER: OEN6RALACiGREGATE S POLICY u PRO- LOC JECT OTHER: PRODUCTS-COMP/OPAGG $ AUTOMOBILE LIABILITY B�NEDSlN T g ANY AUTO • OWNED SCHEDULED BODILY INJURY(Per person) $ AUTOS ONLY AUTOS BODILY INJURY(Per acgdent) $ HIRED AUTOSNON-OWNEDONLY PRQOPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY r ant) UMBRELLALIAB OCCUR EXCESS LIAR CLAIMS-MADEEACH OCCURRENCE g g DED RETENTION AGGREGATE A WORKERS COMPENSATION IAUS00009498-01 1/1/2017 1/1/2018 $ AND EMPLOYERS'LIABW7Y .� STATUTE ER aOF�O IuI�REXXCLLUDE CUTNE Y� N/A E.L.EACH ACCIDENT g 1.000,000 (Mandatary In NH) Dyea dawdbe under E.L.DISEASE-EA EMPLOYEE $ 1,000.000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POL{CYLIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Addi ional Remarks Schedule,may be attached H more •Pec•is requlratl) PEO Client:A 8 M Hurricane Protection LLC Effective:01/01/2017 Coverage Is extended to the leased employees of alternate employer In all states oxcept In monopolisUo states. CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZEDREPIZESENTATIVE Paul R.Hughes ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/OS) The ACORD name and logo are registered marks of ACORD 33591652 1 17/18 Imperiunt I Thelma Brnokv 11/3/2017 9;40:40 AAI (EDT) I pegs, 1 of 1 a This certificate cncels and supersedes ALL Previously issued certificates• 9 s °u ` ! RECEIVE® JUL 10 2017 ui2>n- (OS ----- - OC7C�+� p Imi S°rIC,"a 7T,FP_ �'O ® caN r1-p BY DATE V -- ,PJITH ALL FEDERAL 6666 • • 6666 6666• 666.6• •• 6.666 • 6666•• • • 6666• • • 6900•• 0.9• • • • 9.•96• 666• •�• so 0*0 • •99.9• �..� • • • • •0.9•• LL JWVi f�.:.,.MI RO 13 G y M _. Kd = .85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE,2014 Robert S. Moi sour, P.E. Fl # 11955 1 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DA►DE 175 MPH VVIND ZONE Interior &'Exterior Zones (4&5 -Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area (or, Tributary Area in Square Feet Height 10 20 30. 40 50 60 (Maximum) 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44:9 44.2 43.6 50 51.8 1 49.4 1 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 1 48.1 1 47.4 Interior Zone (4-Wails) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or,Tri utary Area in Square.Feet Height 10 20 30 40 50 66 (Maximum) -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 43.8 42.0 -40.9 -40.2 -39.6 - .l. 20 -46.4 -44.4 -43.3 -42.5 -41.9 . -41.4.0 •• •;• 25 -48.4 -46.4 -45.2 -44.4 -4 ?8 -".2 : 30 -50.5 -48.4 -47.2 -46.3 -45'6:" -45.1 ,• •• 40 -53.6 -51.4 -50.1 -49.1 -48A,.. -47.8• ••� 50 -56.2 -53.8 -52.5 -51.5 -5 �7•• -50.1 60 -58.2 -55.8 -54.4 1 -53.4 -52-66 -6 • Exterior Zones (5-Walls) Negative Pressures : •• Exposure C For the 175 mph Wind Zone CATEMRY 2 ••.: • Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 30• 40 50 60 (Maximum) : A0 -1.29 -1.23 -1.19 -1.15 -1.13 1.5 -54.1 -50.4 48.3 -46.8 -45.6 • -44.7. 20 -57.2 -53.41 -51.1 -49.5 48.3 -47.3 . 25 -59.8 -55.8 '-53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 '-51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 50 -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 60 -71.9 -67.0 -64.2 -62.2 -60.6 -59.4 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is s but not less-than 4% of least horizontal dimension or 3 ft. (h = mean roof height; f ; NOTE:AN 80,o REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT R FS MIAMI-DADS MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.mismidade.sovteconomy A&M Hurricane Protection,LLC 1050 East 15"Street Hialeah,Florida 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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 Buildin Code. DESCRIPTION: "HPMA/Performance System 2"Aluminum Accordion Shutter 00 APPROVAL DOCUMENT: Drawing No.AD10-33;titled"System 2 Aluminum Accordion Shi ��e s'sheets•1•.... through 10 of 10,prepared by MCY Engineering,Inc.,dated May 13,2010,last revisioW dated 11th 10,2015, • signed and sealed by Yiping Wang,P.E.,bearing the Miami-Dade County Product ConW Renewal starWwith tlfe 0 Notice of Acceptance number and the expiration date by the Miami-Dade County Prodddt'Cbhtrol Section. :6009* MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 0 0 a 0 :""' :0000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or MV,14ty,st$tb,t1iG following statement: "Miami-Dade County Product Control Approved",and NOA num58r,••,Ve•r TAS-201,TAS- • • • • a 202 and TAS-203 •unless otherwise noted herein. ' ...... RENEWAL of this NOA shall be considered after a renewal application has been filed.and there has•6een 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 ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. N 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#15-0615.09 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 H Imy A.Makar,P.E.,M.S. NOA No.16-0209.16 MiAMIOADE COUNTY W Expiration Date:03/24/2021 Approval Date:03131!2016 03�3�JZo/� Pagel A&M Hurricane Protection,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#10-0930.09 A. DRAWINGS 1. Drawing No. AD10-33, titled."System 2 Aluminum Accordion Shutter '. sheets I through 10 of 10,prepared by MCY Engineering, Inc., dated May 13, 2010, last revision#1 dated September 03, 2010, signed and sealed by Yiping Wang, P.E. B. TESTS 1. See Association's generic approval under 10-0710. C. CALCULATIONS 1. See Association's generic approval under 10-0710. D. QUALITY ASSURANCE 1. By Miami-Dade County Building and Neighborhood Compliance Department. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 10-0710. F. STATEMENTS 1. Release letter issued by the Hurricane Protection Manufacturers Association, dated September 30, 2010, certifying this product to meet the criteria ofproduct tested and approved, and allowing &MHurricane Protection, LLC to preffir test results approved under Miami Dade County Approval No: I t-2 710, sIjpe0d by Mr. Henry Revilla. .•...• '•o 0•000• 2. Acknowledgment letter by &MHurricane Protection, LLCAa&AFebruary 10, 2011, signed by Mr.Jose Perez. .""• 000.0: • ••..• 3. Letter by MCY Engineering, Inc., dated February 02, 2011, sift'M and sdaled by • Yipping Wang, P.E., certifying that the drawing(No.AD10-3J;.prgpared•jVg,�& MHurricane Protection, LLC is engineering wise identical to.UUM's generic • drawing(No.AD10-12). • • • • :0000: :000000 . 0000•® 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#12-0419.04 A. DRAWINGS 1. Drawing No.AD10-33, titled "System 2 Aluminum Accordion Shutter ", sheets 1 through 10 of 10,prepared by MCY Engineering, Inc., dated May 13, 2010, last revision#2 dated March 27, 2012, signed and sealed by Yiping Wang, P.E. B. TESTS 1. See Association's generic approval under 12-0736 e my A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0209.16 F,xpiration Date:03/24/2021 Approval Date:03/31/2016 E-1 A&M Hurricane Protection,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. See Association's generic approval under 12-0736 D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 12-0736. F. STATEMENTS 1. Release letter issued by the Hurricane Protection Manufacturers Association, dated March 28, 2012, certifying this product to meet the criteria of product tested and approved, and allowing A &MHurricane Protection, LLC to use the test results approved under Miami Dade County Approval No. 12-0736, signed by Mr. Henry Revilla. 2. Acknowledgment letter by A &MHurricane Protection, LLC dated March 28, 2012, signed by Mr. Jose Perez 3. Letter by MCY Engineering,Inc., dated March 28, 2012, signed and sealed by Yipping Wang, P.E., certifying that the drawing(No. AD]0-33)prepared for A & MHurricane Protection, LLC is engineering wise identical to HPMA's generic drawing(No. ADI 0-12). 0000 . 0000 0000.. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# i5;06j5.09.00 •• A. DRAWINGS •••••• •• •••••• 1. Drawing No.AD]0-33, titled "System 2 Aluminum Accordion$ltattl`er ', shetts 1 :000*: through 10 of 10,prepared by MCYEngineering, Inc., dated.Atq 70, 20Jj4,-A-6 • revision #3 dated March 20, 2015, signed and sealed by Yipin,.L'.gtlg, RE.... 06:069 . 6 ...0.. 0000 0000.. B. TESTS 04, 0000.. 1. See Association's generic approval under 15-0430. •••••• 0000.. 6 6*00 •• :too*: • C. CALCULATIONS •• 6 0.6 1. See Association's generic approval under 15-0430. .. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under I5-0430. Imy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0209.16 Expiration Date: 03/24/2021 Approval Date:03/31/2016 E-2 A&M Hurricane Protection,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. See Association's generic approval under 15-0430. C. CALCULATIONS 1. See Association's generic approval under 15-0430. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under I5-0430. � . sees ...... see e . Go a • 000.00 see esesee 00.000 • • sees e . • •e se sees •eyes• 000000 • as • • s • eeese• •00000 ClAmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0209.16 Expiration Date:03/24/2021 Approval Date:03/31/2016 E-3 GENERAL NOTES: ¢l p I.THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE H (IMF¢)OF THE 2014 FLORIDA BUILDING CODE. 2 STAINLESS STEEL SHEET METAL SCREWS USED AT LOWER PIN WALL 13E 914 z 3',410+ff MINIMUM SERIES W1135.0 kal YIELD TYPICAL ANCHORS, (SEECHMM FOR ANCHOR SFACIN0) STRENGTH&180 kal TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 8000 SERIES FLUOROPOLYMER COATINGS AS MANUFACTURED BY WHIT'FORD CO,BOX 607.WEST CHESTER PA 13981. 3.ALL ALUNNUM EXTRUSIONS SHALL BE 8083-T8 ALLOY WITH MINIMUM YIELD STRENGTH OF Fy41.OkeL 7ITRA. 14P DIA.ITW TAPCON SY ITW BUILDE% Fu=120 KSI,Fy=92 KSI 4.ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS.ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE INTO CONCRETE(0'^3000 PSI BEYOND WALL DRESSING OR STUCCO. 1.3W°MIN.EMBED 2-112'MIN,EDGE DISTANCE S.ANCHORING OR LOADRO CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. TYPEAI, NT.000NCRMIL 2� bif6 1.1W°MIN.EMBED 6.WOOD BUCKS BY OTHERS MUST BE SOUTHERN PINE,0.0.55 AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO t• THE STRUCTURE, 2.112'MN.EDGE DISTANCE �o 7.ALL ALUMINUM POP RIVETS TO BE 6082 ALUMINUM ALLOY WITH ALUMINUM MANDREL, TYPES. 1/4°20 CALK IN BY"WEBS'FASTENERS fu 8.BOLTS TO BE GALVANIZED OR STAR LESS STEEL WITH 38 kal MINIMUM MINIMUM YIELD STRENGTH. INTO CONCRETE TBg4000 PSI _ _ 713'MIN.EMBED 00 a 0.SHUTTER'S COMPONENTS ARE PATENT PENDING- 3'MIN.EDGE DISTANCE Z .! TYPE B7. 1NTOCONCRETEBLOCK 10.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORTO VERIFY THE SOUNDNESS OF THE STRUCTURE 7/8'AIN.EMBED WHERE SHUTTER 19 TO BE ATTACHEO TO INSURE PROPERANCHORAGE.THIS SHUTTER SHALL ONLY BE 3°MIN.EDGE DISTANCE ATTACHED TO CONCRETE,BLOC(OR WOOD FRAME BUILDINGS. 11.A PERMANENT SHUTTER MANUFACTUREMS LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE TYPE O IW^"OT F'cv em uecnbaw ANCHOR RY•ELCO•CONSTRUCTION PRODUCTS FEMALE CENTER MATE SLADE(COMPONENT H).ONE LABEL SHALL BE PLACED FOR EVERY OPENING. Fu=120 M Fy=92 KB! LABEL SHALL READ AS FOLLOWS: INTO CONCRETE(e'=3000 PSI y .. 'PERFORMANCE SYSTEM 2 ACCORDION SHUTTER' 1 914°MIN.EMBED d A&M HURRICANE PROTECTION,LLC. 2172'MIN,EDGEDISTANCE HIALEAH,FLORIDA0. n MLW-DARE COUNTY PRODUCT CONTROL APPROVED TYPE CI. MCONCRETE BLOCK 1 iWI TEST REPORT TAS-201,2D2&209. 1 14•MN.EMBED• yy 2lir MIN.EDGE DISTANCE 12.(a)THIS PRODUCT APPROVAL DOCUMENT(PAD.)PREPARED BY THIS ENGINEER IS GENERIC. (0)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT NOTES: 0 i) SASEO ON THIS PRODUCT APPROVAL PROVIDED HEISHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. WHEN EDGE DISTANCE EQUAL OR GREATER THAN 2•AND LESS THAN MIN.EDGE m 41 CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. DISTANCE SPECIFIED ABOVE THE ANCHOR SPACE IN ANCHOR CHARTS ON THE s DRAWINGS MUST MULTIPLY BY FOLLOWING REDUCTION FACTOR: 0 wg (c)THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVAUD IF MODIFIED. ANCHOR TYPE A,ILAl:REDUCTION FACTOR= 0.77 g (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ANCHOR TYPE 0&S7:REDUCTION FACTOR=0.50 ENGINEER OF RECORD(EOR)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PAD.ENGINEER OF ANCHOR TYPE C&Cl-REDUCTION FACTOR=0.77 N RECORD,ACTING AS DELEGATED ENGINEER TO THE PA.D.ENGINEER,SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR PLEASE NOT ETHIS INSTALLATION ARE ONLY VAUD FOR THE RESULTING ANCHOR SPACE .S REVIEW. EQUAL OR GREATER THAN 3. (e)THIS PAD.SHALL BEARTHE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED IT- 1Hf21•III °I 13.ULTIMATE LOAD OBTAINED FROM ASCE?-IQ,RATIPM10.81H4 BF•I.ES�T+qt EL i1O MAX DESIGN LOAD IN THIS DOCUMENT. - a THE DESIGN LOADS SHOWN INTHIS DOCUMENT ARE ALLQWABLTjWSK�J LCOD86 • • PRODUCT RENHWCD • •• • • • • ••• • es carfoying whh Ih4 Flmlde PRODUCTROvISBD iL V PE:155983 3 C s-myo • • • • • • • • • Bulldu*CtW4 �000ngOyilLVwllhlhoFlattdu g •• ••• •• • • • •• Aoogft a No 0 2 .f6 DuiMing Lbde 6w1 0nITom!:�4Z ZoZI A=44— 5 S $t.t 1 m uoel Ddo By • ••••. • 000 • • M 1 ro ct bnaol F OFp10-33 • • • • • • • so 00 • • • • • • • • • • yy�OADE COUMY ��si�s� \� 1 OF 10 • JUN �1�1�1�15 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• �g 2.498^ 3.172• *AZ 1.691• �B 1889' 1885' LOU'- 875 1870• .078° .691 1.18P . t• 1.7!20 1.043• TfP E .0 # M .N .0 1.2.60' g, 1 � .10G pt 8 1i3ryi;J27•F OCa6t• 1.937• Q �,„t.3�3•_,- 830• .769• 1800• N• 1.059° �o1g D scut i 3ja'IL i• Z B:Gi A WAIL HEADER • TED � CEILING HEADER C ALL SILt � 1.838' 2382• oEE� 865` �{� •� 4.6N• �� Li 17011• 1.19 1835 .080' H dt _7•ln8" 1.8$S' zp R.DI267 OZI a P r°— .751 AV* • S E ARTER G E LID F1 3.7N• �• oplro6u.s - Nat697E0 .xni 2.843 5.028° E A IUSTAB E ILLAD O SAa 2ma^ D ESHOLD TRACK 6.9399• 6.N9• � II II ]�I .378 3'804• S 4N0 ' N J4i5.077'7'aa' 878A 1.03 4 1.1& 2,73 2134• .643' .924• 400 3.316 3 " 2 3.431 Q Nr k----2.825•---� O MR CENTER B E A E CEN ERMATE BLADE ALUMINUM TUMa �{ iD scut�3/8•_Y ' PROD m�x G` TEDa aE G 9".imf 117_1wun6.aF! P9vnN61e IonDaw tot) ~ . .oN• A INl 1N 0( z ge) 378' -gpg• �---•—'—3MIN. B •fr $ 10••18B.e,NB. @ I efOtAl2.8.8. 73°• • • •' 6 S►I •a 1 D ` 1111 11 l•I 1777 • • • •j Is 0 44 • 44-- ;� rte. R •A30• • • • •!• 8•Max.A6APPLLCA6LE PRODUCfRIMISBD • • • • ascumpI&B'WDAtheFladda, 20677 '•• �-• • aai116ngCoQO r E3 LaGSCING PIN OPTIONAL At4oplancallo 8 S^o. mm 1' �E9 a a N� �`--11.344• BCALE z 3/B'_ B>< n Data 1• ,,ee// �, 4°'0a BRASS NICKEL PLATED- 6118'0 X 1•SS.M.S J PUSHBUTTONLOCK : 4! 1i71PIA3: •O • • • �_7.oprm=AsAPPIJCA9u MI• D u tCOMra1 i ' '.•/ C'r�•4• AD10-99 •• • • • • • •C01V1P4NENTS �� ALUM64UMANOLE .•�� rCOE'A?r aC}; 2 OP w DADS l.OUMY '��,• C . ••• . JUN Ob 2015 ... . . . . ... . . . . Is . . . . . Is . . .. .. . . . •• •• ... . . . ... . . MAXIMUM DESIGN PRESSURE RATING"Pd"(PSF) A or AND CORRESPONDING MAXIMUM SPAN"L"SCHEDULE. A B B9 B K C C9 e MAXMIJM MAIUMUm SHUTTERBPAN NINIMUM SEPARATION FORALLSECTIONS DESIGN LOAD - TOGLASS N.) SEE "Pd'(PSF) m.rtuaiwwm v...er.•�utvom ALL SECTIONS 40 1V4, 14'-Y 3.0 H ✓ Or 46 1r-9•' 14'•t° 3.0 C'� 8a N077ESOPl SHEET u1 o- 60 12-b° 10.'-1• 3.0 2 70P10PORLOCl0" v sP�c/PtcATrmvs • 65 1r-r 13.5° 3.0 ct) so 1r-1r 17-10• 3.0 W D zq 65 11'$' 174• 3.0 N 5 70 N'-6• 11'-11• 3.0 a33� p 76 11'-3' 11'-8• 3.0 7a- D128 bT 80 11-1° 11'•Y 3.0 co V 00 1V•10• 10'-10° 3.0 {}}�111J11E 1Z7�y IL 80 10'-B• 10'•8' 3.0 G R IU.aUl 27 95 10'•3• 10'3" 2676 tt E9 S �} 10D 1V 1V 2875 H 105 9-9' V-9• 2.M 110 V.6• V•a 2.5 � , , K , , • 115 9'4• V4• 26 $ V-1• V-1' 26 AUOR©OR©OR 129 e O © TOP/BOTTOM(OPTIONAL) 125 V-1o° 6=10• 26 D O• E OR 1 OR D a 130 S-r 75 TYPICAL ELEVATION f}g�( O gM 135 V-7' 2376 .. tS �p l 140 T•11" 2,375 3 PRODUCT ttF.NEWF-U 146 - T-T 2.376 m Complying with"m Florida 7'4• 2376 INSTRUCTION, BwldiagCotic Zo 160 - AcccpUwc No / 165 T-Z 2.375 STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON 04 lc�2Jo'L N VELOCITY,BLAWING HEIGHT,WIND ZONE USING APPLICABLY ASC£7 189 _ V-tA 2.376 STANDARD. 9y O h t 185 94° 2.376 S 8TEP 2 CHECK SHUTTER CAPACITY FOR A GIVEN SHUTTERSPAN USING 170 �.t!• • : � •• •••. CHARTS ON SHEET 3.MAX.DESIGN LOAD FROM CHART HAS TO BE 1 I I t;1.1i", 17611.0.• • • • • • GREATER THAN DESIGN WIND LOAD FROM STEP 1. • • • • •• • PRODUCTRRVISED - A �"nm e-te•m • • •23�99 • • • • •:�. 160 - �-� • • i i • •• STEP 3 USING CHARTS ON SHEET 4 THRU SHEET 10 SELECT ANCHOR TYP a9�$ft alth Eta Plotkh. q,p 28877 985 V 2376 AND SPACING BASED ON DESIGN LOAD AND SHUTTER SPAN FOR THE B011dh gCodo 10�' ANCHOR DETAIL USED. s*tion Dato'e 780 - V-1V. 4.376 '•� �.!i�� �• �� 196 _ r3.•:• Av •:• : ••• Da oductC rot ! �AU10^33 IrLO a of 10 r • • • • • • • ?,••, fits yr �. of •• • • •• • • • Mtwl RADE OVUM JUN 0 5 2015 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . CONCREFF ANCHORS CON WSMANCHOW POURED CONCRETE (BEE WWWMULE) POURED CONCRETE fam REQUIRED OR CONCRETF BLOCK WALL Rr BMIT its.s.M.avwTr6B-• EDGE GPSLAB MAXIMUM DESIGN PRESSURE RATING'Pd'(PSF)AND CORRESPONDING TAr LONG NYLON BUSHING IFAPPucAHLE MAXIMUM ANCHOR SPACING NI.)SCHEDULE.+ qq (TW.TOP 6 SOTTOM) 914x2'S.S. O SEC IONA(FOPMOTTOM) SECTIONB(1OPBOrt 16sOTTOM) B.M.S.Mo. MAK M 9"ITER SWMTRATRIONf38TE SUBMAIMBLO0 CONORETE OP8 80TT�9 a 14xTSAL 8.1.8.WI7TtW0 z [I (�--. DESIGN LOAD SPAN Mr LONONYOTTObgLON HIAIO TMMAi TAM0 Affl TAMOR MC1 TWA N1CII4R ANQDA (Typ.TDP B.BOTTDM) �M �0 TI'PEA a 1TP80 TTPEBI TYP6C1 7YPBA TYPfiB TYPBC H 86' a B B 4 4.6 B 6 8 +II77 78 9 8 8 3 34 6 8 6 Ly 60 88 8 75 B - - B 6 8 slaxa•s,e. 12W 8 8 8.8 8 8 8 SMB.(TYP. 144•. 6 5 5.5 8 8 8 g FORMbMd1aCMULE 8EPARATION BSCHP.D TOP881riYOM) 16)' 5 4.8 5 6 a 6 8S TOCdASS OFORG d:6: 80' 9 8 8 38 42 8 B 8 TO GLASS 65 78 B a.8 1 9 3'2 a 8 6 98 7 7 7.5 6 8 8 ?66 '66Rff q G1A88. Ou188_ 12P 6.6 6.6 6 - - 6 6 6 UUSII 148' 45 '4.5 4.5 - 8 6.5 6 W ea Be 9 34 &q e 6 e Oz e 78 8 8 8.6 3 6 6 6 zppp2 70 88 aB 6.5 7 8 6 6 W ®1 126" 65 5 6.5 B 6 6 I» D 143' 45 45 4.6 85 6.5 6 8 $ E OPTIONAL 60' 9 B 9 a 3.4 6 8 a �d 78 7 7 7.5 _ 6 6 8 Y BMx314'S.8, 80 98 a 55e 8 8 6 OP1lGNAL SM.B®W O.C. V778 45 45 5 - 8 8 a C TOPMOTTOM) 1• EDGE OF SLAB 4 4 4.8 - 5.6 6 6 d IF APPLICABLE 75 75 a - 8 9 8 LL e e.a 85' S5 68 8 8 CONCRETE ANCHORS 100 - (SEEBC45 65 8 a 8 6 POUREDCON ORCONCRETE POURED CONCRETE CONCRETE ANCHORS 3.8 3.a 4 5 �4E 5 8BLOCKWALLMDUIRED REQNaRED (98EstalEDULE) 195 3•a 3.6 4 - 8 a p G 39 3 35 45 6.6 WALL MOUNTING INSTALLATION CEILING 8 FLOOR MOUNTING INSTALLATION SECTION A FCB NOTE: S $ FOR LI%ff DUTY SHUTTER ON 811EEi S,MAX.SPACING SHOULD BE UM)1'ED TO S°O.C. w Q.1 � NSP g OPTIONAL to •9111ama• • a: TOPfIOTpM) • ED(9E OF SlAe • •i •• t • • WAPPLICABLE • a.D. • • • PRonurr RT:NcwaLT rnonDcr Rm(seD � a� c•a • t�,'E BLAB• • • • asComplyingingwhhthe FhefdB 99 complyingwhhONFlDdda IF APPLICABLE AAccepf Building N.A—0?,01.16 A ocPpw= 0 .0 •`'S at, CONORETEANWORS POUREOCONCR9TE CONCRETE D810 ZOZJ � IadDBtoO /. 11O.�n;lel HT1 (S WHEDULE► POUREDCANCRETEREQW(EO UwEO • ••• �• ••� • • 4$S'ON CENTER FLOOR MOUNTING INS7'ALLIITION FLOOR MOUNxaI ItJ�v 14STALLATION t� rodnct con :.� � $1)10-33 SECTION t�1 • • • • • SECTION 62 :�'• ,,rse ,, 4 OF W 8T— •• • •• •--�i-� NWA 6ADE WU"rr ) L*' Jug.;4`G`,�D�� ... . . . . ... . . . . . . . . . . . . . .. •• . • . •• .. ... . . . . . MAXIMUM DESIGN PRESSURE RATING-Pd-(PSM AND CORRESPONDING MAXIMUM ANCHOR SPACING ml SCHEDULE.+ BECTON CTGPBDTM smoN6tsortOM e 67Nm18M BWRSER ByneTRATE CONCABIE Btt891M'R BLOCK SlB97PATECONC WT2 sussmnTl SLOCK AGAG $3p p IN!BIamo SPANANLHOx An0a0R N1Ge AN AxCM4i ANOOA aemtton p SPAN MBA TPPEB T04a0 TYPBN ITPBBI T.WM TYPEA IYI48 lYPnO TTEN TYPEBI MEo1 $ 0 6 8 4 bb 8.1 6 8 1 6 4 6 8-1 78" 8 6 B 3 4.5 63 6 6 3 4$ 6.9 (60 96' 8 8 8 - 3$ 8.1 8 8 - 4 5.1 120' 8 8 6 4.1 8 8 3 4.1 POURED RETE 144' 6 6 8 3. 8 8 8 3.4 ORCONCRET OCK - - - WALL REARED 154' 8 8 8 8 8 8 92 CONCRETE R3 1/410.2m 4"8.8.BOLTS 60` 0 8 8 3.7 7.5 8 8 0 3.7 6S 7.5 . (SEE$CHEDULE) VII NUT&WA&M OI.O.C. 8S TB 0 8 0 4 5.8 6 8 6.8 ORN74x9t4'S.M.IL - 3 4.7 8 8 8 3b 4.7 L @WO.C. BB 0 0 _ _ A:k 120' 6 8 8 - 3$ 8 6 6 3$ 1• 148' 0 8 8 9.f 0 8 8 3.1 Y F ' • 80' 4 8 0. 3.4 8 7 1 6 6 6 3.4 6$ 7 x B.SAL&W1711&'fd x8 0 6 3.5 -14-1-6 8 0 4 6A _ 71&°L@IG N B11SHWfl 70 06 6 8 8 3 4.4 6 6 8 3 4.4 Y S m (Iyp.TOPE OM) 120' 8 8 B 3.6 8 8 8 3.B 0 ti l 141 6 8 8 8 8 6 Z ' 88' 8 8 6 4 8.1 6 8 6 - 4.5 6.1 W 78 6 0 8 9 4.7 6 8 6 3.5 4.7 •' S.M.B.(Typ.TOP 80 tp 8 8 8 3$ 0 0 8 3 3$ � 6 BOTTOM) 120' 8 8 8 3.1 6 8 0 31 ANGLE�1 _ _ . CANBE 134" 8 6.8 8 6 8 B , INVERTED p W 8 B - 3.6 4.8 6 - 8 8 - 3.6 42 x SEE SCHEDULE 1(0 78 0 8 - _ 3.6 0 6 _ 3.8 FOR MIL SEPARATION 8 8 3.1 6 6 6. 8 - 3.1 TOGLASS 122 P 8 0 6.5 - S 85 0 d g E%O;fMG 80' 6 GLASS.- 88° 4$ 4B 8 6 B 5.6 O 0 ANGLE tt ANGLE( CANBE GAN INVER7ED INVERTED 41 r g g� PRODUCT RTBJfiN'ED a'y O E w complying with the PhmldA BWtd111 D AccopBgc N 6_o2G I cwptartca NO 1V d POURED CONCRETE OPTIONAL -0,1 z 1 E zZO'LI ORCONCRETOBLOCKCONAL WALLIEQUIOED TOPMOTiOM)BU918NG �j TOP1B07TOM) - D J 7'rdlm.-•-•--• • • • • •• _ 514x3F4•S,M.B. < '�r' :.. 4�l46-424"�� 'Y • • ••• • .VRAIIDN, VOVi�I'1xamUra • • • • • • • 1N"9.20x914.6.&BOLTS FRODUC'PR 110, P j85883 C'••• •• • • IN NUT&WASHER®WO.C. as camplying wllh lltB F)odda CAN.pA�Q • CONCRETEANCHORB(GEE C(It4CrMANCHoRB CR914x3/4'SAM Dtdldln cab (BEESCMDULE) 8 1'.%''V a x m POUREOCONCRETE SCHEDULE) 4ii0.O.C. mcoNOROOMMETESLIon te V ( •"y " . ,..... xertaat 1N ED ocK BUIL"UT WTALLAVON••• • • BUILD-OUT INSTALLATION D 6 m •SE ION C i i i i i i SECTION ClI oeuNContmi ^ �➢{ti. .,r` . :. . , Ab1D-39 • • • • • raio • • • • • dum Mon `^•'t; ; B aa'to • •• • • % • • • JUN 0 5 20f5 ... . . • . ... • . . •• .. • . . .• .. ... • • . ... . . ANCHORS AT TUBE END g SEE-CHART BELOW ALUM.TUBE8 SEE §§Y CHART ON RIGHT DE8IOHLOAO(P8F) AUIm.TUBE OR ANGLE ALUKIM89E OPOMINOTH MAX HEIGHT A#lCHDamaw AH*mrim-a- 2•x2'XU6' 42° 88° 66 as MAX.WIDTH 2'x3'xtl8° 68° 66" 65 66 SHUTTER OPENG WIDTH 78' as, 67.3 62 60 es B14SELF DRILLING 2NA'XW 70, 84° 1� SCREW Q 6"O.C. 78° 77' 66 65 TYP. ew MAK DESIGN LOAD FOR TUBESIZESRTAB& ANCHOR TYPE USED SEE CHART ABOVE ap ._. — S°MIN. 3'1'YP. SEE SCHEDULE P„p vTi i1 FOR M�SE�g 710N b ???111 ALUM.TUBE OR MOLE e OPTIONAL TOP/BOTTOM(OPTIONAL) U BUSHING j ' roPr�Tront7 OPT10NAU FOR ANCHOR INTO GROUT FILLEO CONCRETE BLOCK �g4 9" I NOTCHED Tem•>1500 PSI USE(2)-31W KWIK-BOLT 2112'MIN.EMBED INTO u, E.D. I 1M'0.20x3/4'8.3.DOLTS OPTIONAL CONCRETE BLOCK 4°MIN.EDGE DIST.AND 4°SPACING 1 1/2"MI W/NUT 6 WASHER @ VO.C. POSITION OR614 X314'S.M.S.@ 6'O.C. PRODUCTRENEWFD a as complying C pl ying wish da Flo" Acceptance No DZ o N ' MAXIMUM DESIGN PRESSURE RATING*Pd*IPSP)AND X16 °at° & 9Z o Z COR. PONDING MAXIMI IM Atdr.HOR 9PACINO nn3 SCHEDULE.+ By (:OaQ01 Z SECTION m BOT70M d DaQ,ya POURED CONCRETE m i7ER susamnC-0om1*E CONCRETE ANCHORS OR CONCRETE BL�CT* ••• • • • .__ PRODUa RRYWID • • • • • D�I}I sPA a ANcxoxaPAGBto 1 ro.I (SHE SCHEDULE) WALL REQUIRED • • •• • • 4e•(RsPI• Ni 1.710 - • • • • • ••• ANONOeIYAEA AHCHpimEe Ni .noN � ,n BUILD-OUT I{1STAL�Ai14N• • • S 10 • • • • SO° 8.6 9 wmmptytmgw6hUtePlorldn. 1�,.' . . t �.� 28877 • sc 72" 7 7.b— j 8u8d1m3 Cam psg3 gtwr a A _ 65 84° S 8.6 AD MSy7�, kte'`� f xa�lam� • ••• • ••• b.b 8 8 notoro so. • • • • • • • • I D G 1. { V Vol�' `AD10-33 • • •• • • •• • � • AIIAAB DARE • ':1i• JUN 06 20b • . • • . • . . • . . .. .• . • . •• .• ..• . . . .•. . . �p NOTES FOR LOCKING OF@H&© g 1-PUSH BOTTOM LOCK Q MAY BE USED FOR o� INSTALLATIONS SECURED FROM THE ®u•na OUTSIDE ORSIDE OF SHUTTER,WHEN R — _ Oa INSTALLING J FROM THE OU SIDE.A 810 •Ir°.a g �°° HOLE SHALL BE DRILLED w.wAT AND J aaa MUST BE RIVETED FROM THE ACK OF p p TO THE FRONT W1(2)311 WO ALUM.POP RIVETS.A 31 HOLE MUST THEN BE Acaanm d -- -------- --•—•—•----- —— —'--' DRILLED AT 1 TO ALLOW FOR J S PIN TO roar.r,mswfwxa.. A o� PASS THRU. EN INSTALLING J FRO f THE INSIDE, J MUST BE RIVETS TO 1 WI „ (2)3118Y6 ALU .POP RIVETS.A§H,'AND HOL� Z A;w K „�,,, MUST THEN BED ILLED THRUC''JTO ALLOW FOR J�'S PIN TO PTHRU. Z F-_ y SECTION D4NO�l 1 8 epA'ePBdGLAIOld� 2-5118"x1"LOCK 1 Y BE USED e�va:sa.r rAaer°aaam[e In ALTERNATIVELY O J LOCK FOR INSTALLATIONS SECURED FROM THE OUTSIDE o a p p p f OR INSIDE OF SHUTTER.IN THIS SE,A 8"0 e HOLE SHALL BE DRIED THRU IHAND 11. .—•— ———--— —'—'—— HOLE DRILLED TO {}iI SHALL BE TAPPED TO g ACCEPT 18 THREA PER INCH MACHINE SCREW. UK Vw% f or�J •NOTE:auot�) WENOTM END CONDITIONS SHOWN CAN BE INTERCHANGEABLE. Aisla'" ®nmAkWtatoraa aaarAornmaaeawm -' A'AAaVAY Ai f8Y6AW( O /n16�lbQmli • iT10N O! (& MUtT/PL SHUTTERS) ONE SIDED SECTION : END CONNECTION DETAIL g (B9Hft0(E9) BrJlF:E9'.1• .•. K Baa9tam+P wn6atamrmxme r.a•..or meficmxncnvoenm H O o� eAa•aratm ewAnxelarereamme. Anmmuoosr •awcnnnworA� apsf�Awoo roses+ QQ p r.r..un• (�Jla'9AEmR.P yj y AN15T8a4A Naaampi +YI' Q 4-1 f 010 p &ramal soma) m H f aY.a 06916•H p rIa1WAaA.oto9Pawe.nKAAN NYLON CAP'waa(r. • •d �Qfw.. cmffiN AW. . OR- 7�'• A16a181D'° Mm.P"rnVG18® ISQME7rtIC e00EAUAVd6n 77 A>�Aawva.°® "'0.°'""' ELEVA710N X SECT/QN E waaaut CORNER POST) f souerar.r •Am• p rar.mr • • • •°°ar16"'�i • • •• �"H°''�'� (hR A7TOP 6tgTT0M6tAnal At1 i l S{i i r/ � •i i i i•i •• SECTION E2 D a5rrtnn�t • 1l • • • • • • awe:m•.r PAODucrlw!NHWEll PRODUCEovisSD ® • •• + ter do• • • �• as eomplyingwith the ptocida sc eomplying wltblho Plwldn '. CAN R3 BugdinsCoBOAdiogCata tom'' sa J w® Aeceptomco No OZ� 16 Aocoptenco No q• j= am u mA • teaet(oms) B ionDow 2a21 Rv a01)afe � i:'• I -.vumnm Ao( µ�i�° • • i • i • 6p D' a+m F,�c,<fi��,� U10-33 .......• • • • • • • • • • • 7 OF 10 • •• • • •• • • • AIWA DADS ••• ••• JUN 05 2015 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PlE^�RAL LIM TATIONS AND CONDISTIONS OF USE FOR K 0 ^-1BLAD ACCORDIAN SHUTTER SYSTEM g WORK Nr IN UNISON.WITH G' BLADES, H H A OR© MAXIMUM SNUTTER SPAN AND PRESSURE RAnNG,MA=UM ANCHOR SPACING AND MINIMUM SEPARATION TO GLASS FOR W ANDG1'WC"G IN UNISON WITH LAND 01 AREAS PER SCHEDULES ON SHEET 3.4,S 0 0. g 1 2. MAXIMUM PERFORATION AR EA AT G•,Gt'IS!1.026'%S28'AND MUST BE LOCATED WRHIN THE CENTRAL 50%OF THE BLADE D O�J1 SPAN. pERFORATEo BLADES;0,G1 MUST BE SOLID AT THE TOP AND SEE NOTES ON SHEET BOTTOM 25%OF BLADES SPAN. 2. 7 OF 10 FOR LOCKING b•• ., SPECIFICATIONS 3. PERFORATED BLADES O•,G7•SHALL BE INSTALLED AT EVERY 2 IGG. _ r - k OTHERBLADE{FREOUENM U, 4•� a 4 D a CENTERMATES H.H1 MIST ALWAYS BEACCOWAN!M BY z TWO BMW lDi BIAOES G.G1 AT EITHER OF EACH N 1829 U E. 8. STARTERS ANZ D CENTERNATES MUST BE ALWAYS BOLIO. a v a STARTERS CONNECTION TO OUSTING BUILDING OR TO C a ENDMORNERTUM MUSTBEASPERDECAILSINDICATEDON p G G G G G G G G G G G G' G G' G G' G G' E sHEErr. ccoiso +I or or or or or or or or or E1 a� G G G G1 G G G G G ml , , SECTION S-S THRU G MALE/FEMALE BLADE d ©OR©ORo © H O H 2•e^ N � E oR DOoR® K oieonoMlDJ 000 30 " P. Go00 °ooo°o° G TYPICAL ELEVATION 0000 }pF PRODUC(RENWp00 oM pe g W g 00000000 _ al mmplYim with Ulc Plorw dR n 0000ao0oo -- 00000000 T� 8 �8 Code y"1 000000000 yg d AcmpbmOce NO E., 00000° /Jc02'70 aM00000 00°0 000000000 °°° 0000000000°000 °°°° •• ••• • • • 000 8~i < • • • • • • • TYPICAL W PERFORATED PRODUCrRBVISRD •=� C1t.�Rq 4 r-o-m •• ••• •• • • • •• 7 I yp BLADE ELEVATION a�pI va�ho ty c xe0ri. TYPICAL SHUTTER PLAN Ac— jF-"LG T.) .I. i i i i i • 'I5(ev AD10^93 • • • • • • • • • • _;}y'• FL�?.•'ti Bores • i• • • •• • • • 10W DADE COUNTY JUN`'Q 2015 . . . . . . . . . . ... . . . ... . . " '� p® LIGHT DUTY SHUTTER WALL MOUNT,CEILING AND FLOOR INSTALLATIONS * - W/Al,A2,A3 TRACKS CENTERMATE HL&BLADES G,G_1 a$CRETEArA7i Q we ON ®Ir0.4 L wisol.6.izPffi CONCRS7EAQNIO� TED. PAL 'QIro.UM.POPRNET Qf0•D.C. O itr0.4 IY1.OR/Y1'OR l f3rx i Ur OR 7 UA'xr ORr xr ORrxTOmm .�.. •iTxa•x.095'�N. O FOMRW 100 TOG" W°' TM(9(ALUM.ANOLE SS3 x NOTE ro ENO COi��d CAN BE Pee (�mOsQax , ' TOP/ IOPTIORALl 9AI• 9.81' aeP 9.01• 9S1• 9a1• Ii;fa TYPICAL ELEVATION SECTION G-G pp ®� M",SNUTTER9PAN'L•UALDMONPRIMM p b BD' ♦1.79PSP 2ASP S.effi• IYW�1 108' 41.78 P9P 00��� 22W 7Q. iAQifMWH�PAI PWRPD OONCNETfl 1720FOR • 1.7'x• R�7 QV POTRRS'DCONORaT9 YA%.BPA"LUMIED70 ftPLSM R S z CONCRETE ANCNO �7E 0'0.4 'SIB' .Bfr WE p (9EEaDRPAxxc POR jOd ..A.PA REQUmPO EOOEOPNA9 '$ } MALSPA MLRME070 P LONO.OaN 8.YW9N6'6x U. .+ U 7m Lata wrLON eus wo (`O. D7p TOPAROTf0e9 k N t .BB�f• f 2iyx j� 610MIL /A''�x euxa•sa.a W7narox FA 1. N w TMAS�07•TOM! 'CJS 7/a•LONG NYLON BUSMNO QIP.TOP a SOTIOM) ( 2AB0' tau &Mo. 3L SI ° /ZWALLHEADPRMINYERTEO)_ 5'yf E q TOP LIOHI'DUTY LIGF3T DUiY yy 3.25'MIN. O TA101 O Inv 0 08G3 ff PRODUCT RENEWED L$: oa9DND Exlsrat• m Tmmplyhlg wahthe Florida GLASS.— ou00. Ballding Code P B on Dme ' m 1A 0760 •/6 B� Z clq SAW .019' m 8 pp -4t N 2S S E D fl 60' OPTIONAL �F c H4x9N•S6. EAOER O M( MED /10ENTER_�AOE_ S •• • �• • .4®1r O.C. DUTY LTO d • •i • • i i • • r• 1f e4 PAODUCTR[;Vi6ED •�,. g dTe-• CONCREIEANCIaRs • • • • • �p ANAN � •? ieEEsarf�RvaL••• •s • s 69 TeomplydrRwilh(hoFlDidu� C .98B77'•. 9ECTIONA PAOEd) p�Ogg (bbdrioo ' MA SPACM MUTEDTO POUREDCO9rAMTE (SEESOMMAEFOR No 09 ::o.JOE$ Rn ORCONCRBTS RaGualE, TWWRAONPAOEd! Bxpl M. wALLRE@JIR@D MAX SPAM LIMITEOTO t6� T•. ���WALL MOUNTING INIiT441ION ro.4 ' • ��fLING 8 FLC SR givUly I ING tNSTAI LATION NEW SHEET " • • uN enrol � L_AD10-33 SECTION NJ • • • • •SSMON L2sca • • • • • • • ,9 .P NN1i1 9ADE COUNiY (.•..: '••� • •• • • •• • • • ••• • s • • ••• • • • • • • • • • •%• • • •• •• • • • •s ••• • • • ••• • • 1!4.0 LAO 3C1tEW8 IW O LAO SCREWS 114"0 SELF DRILLING @ 8°O.C.W/1 IPC @ s'O.C.W/1 7!2' SCREW(GRADE B)@ s'O.C. p MIM THREADED PENETRATION Mia THREADED PENETRATION `8 TO EXIBTTNG WOOD STRUOTURE #:t O EXISTING WOOD STRUCTURE WOOD O.C.REQUIRED EXISTING RAFTER ggg R 014,,SITZ.8.MS.E1 @24' .C.REQUIRED � �a 7/18°0x7/s'LONO 1°Mln VB'x4'(MInJ8083-TO Alum PLATENYLON BUSHING N•'0.20x314'8.8.BOLTS W/(3)s/18'0x4'LONG'ELCO'ULTRACON TO ('(yp.76P&BOTTOM) WI NUT&WASHER @8`O. EACH RAFTERORTRUSB. 1.1�ATESCREWS @i4x2'S.S. 014x3'3.8.S.M.S. AT M107NIOTH OF EXISTING WOOD MEMBER,I W/7/1WOx 718' (2'MkL NOMK6,L WIDTH V7/21PY!alto. SMs.ow. THREADED PENETRATION.LONG NYLON BURRINGTOP& OM) (Typ.TOP&BOTTOM) 014x3'S.S.S.M.S. S 14x2'&8- - W/7/18.0x7/g'WOOD HEADE ...�� EADER. .MAL(Typ.TOP LONG NYLON BUSHING SEE. FOREXISTING REgU1RED EXIST &SO7TOM) (Typ.TOP&BOTTOM) aEPAR GLASS- SEE 8p1EDULEE #14x2°8.8. TO GLASSOR Min.SEPARATION TION O S.M.S.(fyp.TOPaTO GLASS S EJGSIIN &BOTTOM) 710NAl. O ALTERNATIVE 1 ALTERNATIVE 3 GLA�bR SCHED Qui exl3ra4G BUSHING x x0: ' � - TOG SASB GLASS. m Z rxv 4- 7x 4' EXISTING REQUIRED.PLATE B �t ALTERNATIVE 1 EXISTI WOOD PLATE -6 GLASS. A SCH*." Z GLASS. REQUIRED. FOR I' — OPTIONAL STO GLBUSHING BUSHING EXE TO GL(TOP/BOTTOM) GLASS.(TOP780TTOM) OPTIONAL 114.0 U10 SCREWS® ® 1'MfBUSHING @ B'O.C.W11 V2'Min.m ETOPBOTTOM) THREADED PENETRATION!4'LAG SCREWS @ 8'O.C. ( IV 0.20x3/4'BS.BOLTS314 x 314' TO EXISTING WOOD DECKW/SAG Min.EWS@IrDPENETRATION WINUT&WASHER@8'O.C. SI&S,@ Tx s'WOOD DECK OR014x314'S.MS.@S'O.C. REQUIRED(NO FINISH TO EXISTING WOOD STRUCTURr. 12'O.C.114'LAG SCREWS @ 8'O.C.W/1 1J2' ALLOWED)WOODSTUD@240.C. tMin.THREADED PENETRATION ALTERNATIVE3TO E)a$'nNG WOOD STRUCTURE 1NILAGSREWS@87xs'WOODDECK 0+ g ALTERNATIVE 4 M,THREADED PENETRATION REQUIRED(NO FINISH ALLOWED) & ALTERNATIVE 2 TO 00"NG WOOD STRUCTURE '^OG an© ALTERNATIVE 2 114`0 LAO SCREW8 @ WALL MOUNTING INSTALLATION OF[_ FEET I M ou Z 0.O.C.W1111Ymin. 0.14xrBS. 4 �T� THREADED PENETRATION TO SEE SCHEDULE $,M.S. SECTIONS g EXISTING WOOD STRUCTURE Mla SEPARATt Sjg SCALE 1!4'H' 1/4.0.20x314'S.3.BOLTS TO GLASS D NOTE: z A WI NUT&WASHER®S'O.C. T.';; WALLIFLOOR/CE M MOUNTING SECTIONS CAN 8E i° EXISM OLS.S. E OPTIONAL COMBINED N ANY WAY 70 SUR ANY INSTALLATION. ii �—M E E x$14 x 3.8.8.S.M.S. BIJSHNO NOTES: I N W/7/18.0 x 7/8' 074 x3141 SA,S.M.S.012.O.C, q INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS WITH DESIGN WIND S g LONG NYLON BUSHING 7• r p (TV.TOP&BOTTOM) LOADS LESS THAN OR EQUAL TO 70 pal AND S'A"Max.SHUTTER SPAN. i x I 1M•fd-28x3!4,S SSOL.f3 2.FOR NEW WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO L9 SOUTHERN I g 0•'>tc•'8.7R • • W/NUT&WASHER @ S•O.C. PINE No.2,W/SPECIFIC DENSITY OF 0.83 OR EQUALIOREATER. - Q • 8.M.S�'WIRWO. • OR 014 xSWILI.S.@8'O.C. - EX6TN0 WOOD HEADER • &BOlfOM) ••• • _ QUIRED --�•a•�i • • ♦'`♦ pp' GLASS. Y w• • • IW LAG SCREWS @8'O.C.W/111r Min. PRODUCT RBNHWEll �i s•m-m ' SEE SCHEDULE i' •" PRODUCTRBWSBD e&t•., • • •• • THREADED PENETRATION 70 EXISTING WOOD STRUC implying with Ore Florida ua vmnplyl�1711h8aFlmldo 28877 FOR TOLLim SEPARATION xAooMlamv No 0Cody Oods 2'x4'WOOD PLATE It gyp�nDaty '/6 A�ccept•m=No o v 3g3 TO GLREQUO2E0, vp um ALTERKIATIV 6 �10g�16 ao 5` WALLMWNTWO • ••• • • ALTERNATIVE 6 BY - •••• BYd.tATtON NOFFGET) • • • • Conitol '1 -UF OY 1D10-33 •SECTIENSA • • • • • • '• • SCAL,114�� • • • • • • • ! .�•� SLt•(1�0'• `_'° 10 OP SO INSTALLAT ILS EXISTING�db 0. &S • • • )JIM 11ADE COUId1Y F ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • •