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WS-10-1213
Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address 636 NE 105 Street Miami Shores, FL 1122310120150 Block: Lot: STEVEN HESS STEVEN HESS 636 NE 105 ST MIAMI SHORES FL 33138 -2054 (305)756 -0033 1 Contractor(s) Phone ACCORDION SHIELDS OF FLORIDA L (305)756 -0065 Cell Phone , Type of Work: INSTALL ACCORDION SHUTERS No of Openings: 14 Additional Info: SHUTTER Classification: Residential Scanning: 3 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $240.00 $9.00 $2.40 $253.80 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. 1 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. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Address Parcel Number Phone Pay Date Pay Type Invoice # WS -7 -10 -38348 07/14/2010 Credit Card 07/02/2010 Credit Card Amt Paid Amt Due $ 203.80 $ 50.00 $ 50.00 $ 0.00 Applicant July 14, 2010 Date Cell Valuation: Total Sq Feet: $ 2,690.00 300 1 Available Inspections: Inspection Type: Shutter Final Shutter Attachment 1 July 14, 2010 1 0 Scheduled Inspection Date: July 19, 2010 Inspector: Bruhn, Norman Owner: HESS, STEVEN Job Address: 636 NE 105 Street Miami Shores, FL Project: <NONE> Contractor: ACCORDION SHIELDS OF FLORIDA LLC Building Department Comments July 16, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 147782 Permit Number: WS -7 -10 -1213 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)756 -0033 Parcel Number 1122310120150 Phone: (305)756 -0065 INSTALLATION OF ACCORDION SHUTTERS Passedi Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 10 of 16 BUILDING PERMIT APPLICATION FBC 20 City: Miami Shores 1 Coun Folio/Parcel #: ) ' � 2- 3 1 — OjZ O I Address: NE "C. DESIGNER: Architect/Engineer: Descri do of Work: P s 1 mss! FF tl» j1doN Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. k) I ° , "�`r Master Permit No. Permit Type: BUILDING G OWNER: Name (Fee Simple Titleholder): f 6 • ' Address: 636 N e" 105 City: Mi WIZ `a State: ; ROZiPP, Zip: 33 Tenant/Lea ee Name: r Phone #: Email: 5 Film• ow JOB ADDRESS: �6% 1O 1 Miami Dade Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Co mp an y Na A(R Dt) 51 OF "` IDO p 1214 jNW 18 City: N' e0 State: Qualifier Name: 1' t�� N P- State Certification pr Re 'station #: Contact Phone #: ` 1383 ruD Zip: 331 Phone #: ( 3 i Certificate f c #: G /55 O Porida o 346 Email Address: a meal nol V ► wI (c - " . et Phone #: Value of Work for this Permit: $ `� 1/0 Square/Linear Footage of Work: ✓ • O 0 Type of Work: ❑Address aZteration ONew ❑Repair/Replace UDemolition ccorzzp 'Srw / COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ***************************************F * * * ** ** *** ** *** *, ** ****** * ****** * * *** Submittal Fee $ .C)�) Permit Fee $ 02 CCF $ !' CO /CC $ Scanning Fee $ q , Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Q Technology Fee $ g '4J Double Fee $ Structural Review $ Phone #: 80 , o�,►� BY: Phone #: Zip: 33 1 (4Y5) 8035) D TOTAL FEE NOW DUE $ D-03 . h0 Bonding Company's Name (if applicable) Bonding Company's Address ��- City State Zip 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 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 a.. < • such posted notice, the inspection will not be • .proved and a reinspection fie will be charged. Owner or Agent The foregoing instrument was acknowledged be ore me this day of�llj� ,20 , by 5 ho is pers ally known to me or who-has-pfeekteed— As identification and who did take an oath. NOTARY PUBL C: Sign: Print: My Co mission Expires: * * * * * * * * * * * * * * * * * * * * * ** **** ************************************************ * * * ** * ***** * ** ** ***** **** * * **** APPROVED BY Structural Review Clerk (Revised 07 /10 /07XRevised 06 /10 /2009)(Revised 3/1 5/09)(rev6/4/1 0) Signature 1 The fore , day of who is person Con ng instrument was acknowledged be this 20 (b , by /" NOTARY PU c LIC: Sign: Print: to me or who has produced identification and who did take an oath. My Commm n Expires: Plans Examiner Zoning STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 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. A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 1. Leg 2. Description of improvement: rI 4 NOTICE OF COMMENCEMENT 5. Surety: (Payment bond required by owner from «. tractor, if any) Name, address and phone number: Amount of bond $ 9. Expiration date of this Notice of Commencement: 123.01 -52 PAGE 1W09 on of ro , = • d = t/address: sr TOa • -1 By 111111111111111111111111111111111111111111111 TAX FOLIO NO. 11 "2'2 - 01 "0191 CFN 201L+ rR0468278 OR Bk 27351 Ps 1493► (193) RECORDED 07/14/2010 09:09:26 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE Space above reserved for use of recording office ice;- 3. Owner(s) name and ad Interest in property: Name and address of fee simple titleholder. 4. Co ho n 12r a211.1174ZMAXIM=EirAiliPIWri 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents malt b red as provided by Section 713.13(1)(a)7., Florida Statutes, STATE OF FLORIDA, COU Dmjatt 5 �i this s� t c n °� ,L_. Name, address and phone number: HEREBY CU/ 1 ° . , y E" is s : " / f _ o o r k: In addition to himself, Owners designates the following- fl A lr L i' r9 I.' 1v 3^ 713.13(1)(b), Florida Statutes. WiTNES:•tj Name, address and phone number: HARVEY RL By 10a re�ive a r e Lieno 's Notre ae! pr expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST. BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR Nr -TICE OF COMMENCEMENT Signature(s) of Own �� r o ' ;•�x ce irector/Partner/Manager Prepared By , r Prepared By Print Name ��► Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The for oin• ins nt w s acknowledged before me this By ❑ Ipdfviduaiiy, or ❑ as for Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION P RSUANT TO ECTION 92.525 ORIDA S ATUT Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: ed in Section BY 07/13/2010 11:25 3058851444 ACCORDION SHIELDS PAGE 02/02 * x Y x x x x x A x w** x F* X MIAMI -DADE COUNTY TAX COLLECTOR 142 W. Flagler Street Miami, Floridy 33130 P• -asr keep your receipt for fu: ='-s reference. Thank you and have a nice day. 12/11/2009 1a00 /223 /0011RAR 0027 -0001 Last Seq. #:0001 WI LOT #:30.651384 - Local Business Tax $175.00 CK $175.00 CHANGE $0.00 MIAMI -DADE COUNTY TAX COLLECTOR LOCAL BUSINESS TAX SECTION 140'x. Flarler St. - 1st Floor Miami, Florida 33130 TEMPORARY RECEIPT 2009 -2010 MUNICIPAL CONTRACTOR TAX Local Business Tax #:30651384 -1 State /CC #:08BS00346 Issued to; ACCORDIAN SHIELDS OF FLORIDA LLC Type of Business: SPECIALTY BUILDING CONTRACTOR SEE SACK OF OFFICIAL RECEIPT FOR NONPARTICIPATING MUNICIPALITIES THIS RECEIPT IS ISSUED AS E IDENCE OF PAYMENT FOR YOUR LOCAL BUSINESS TAX OR PERMIT. Y)UR OFFICIAL RECEIPT WILL. BE MAILED To YOU WITHIN 10 DAYS FROM THE VALIDATION DATE ON THIS RECEIPT. Payment Received as Certified Above Miami -Dade County Tax Collector y 1; CTQB f Construction Trades Qualifying Board .a; BUSINESS CERTIFICATE OF COMPETENCY 08BS00346 ACCORDION WIELDS OF FLORIDA LLC D.B.A.: �LO MEDI LO S i Is certified under the provisions of Chapter 10 o! Miami -Dade County '• i i_ ¢ , . .. °' " • ' PERMIT NO, 231 • 624926 . . THISI$NOTABILL-DONOT.PAY RENEWAL BUSINESS NAME! LOCNDON . ' , - ' :" " . RECEIPT NO. 651384 . • ACCORuLAN SHIELDS OF FLORIDA LLC CC * -08DS00346 . • • • . • 7329 NW 79 TERR . 33166 MEDLEY , , • . 'MINER . ACCORD/AN SHIELDS.OFTLORIDA LL,. sm ilrggeniTY BOILDING CONTRACTOR 3 ' • WORKER/5 11119 18 ONLY *A L.00AL PUSNEsa TAX RECEIPT. IT MSS NOT MUM' TNE READER TO VIOLATE ANY IEgEO.REOULATORV OR ZONR LAWS Of THE cowry OR OTTER NOR FER FROM ANY MAIM' THE NY OTHER NIT OR LICAS8 REMWDRYLiMMan NOT A CIWITIFIOATION Gr THE HOLITEI.GUAUFWA. TON8. ' ' • • • . =WO :MITA% • COLLECT • 07/01/2009 : • . 00 •. 000045..00 SEE OTHER SIDE .• • 'P • .• • •••...z, -"` • • e 'F' LI ; 1:( 5CVC 58508 :73 . .RFNEWAL . ECEIRT.NO; • S] 0116 S LDS.,OF LLC: . • • 'ft ;. '7329 NW. 79 TERR FLORIDA ' •• • S'• • . • • 33166' MEDLEY . • . • ommei ACCORDION SHIELDS' OF FLORIDA LLC . . se°2 PERSONAL PROP DLR • Mg) 18 ONLY A LOCAL . . MINERS TA.V RECEIPT. IT • • • DOES NOT Mtinirr 1HE HOLDER TO VIOLATE MV IMMO REGULATORY OR ZINN; LAWS 01 THE DQE rT Mean HoLDER FROM *NY PERIM • OR N RE a rtilb QV LAW. 'EWES . EMAZZLIMM(LT PAYMENT RECfJVED ro m uita coukrr TAX 07/01/2009 09 010191101 • 000lim5.o9 • • SEE OTHiR DO NOT FORWARD ACCORDIAN SHIELDS OF FLORIDA LLC CARLOS MEDINA - 7329 NW 79 TERR MEDLEY FL 33166 1„ liwil „ .1 11 . 11 . „ 11.1141..1,1,„1111,11„,11. 11whit • • • qof • EMPLOYEE/S .* 4 u DONOTFORWARD ACCORDION SHIELDS OP FLORIDA LLC cARLoS MEDINA PRES 7329 NW 79 TERR 5 MEDLEY FL 33166 ha.11.4111 4A.W.4.11.11.1,11J u ti • • . : FMST7CLASS' POSTAGE. . 1111AMI,A;• • PERIM' NQ, 231 PAGE 01/01 THE POUCIES 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 POUCIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YY) POLICY EXPIRATION DATE (MMIDDIYY) LIMITS A INSURER A NORTH POINTE CASUALTY INS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY 2094121199 / / 11/22/2009 / / / / / / 11/22/2010 / / / / EACH OCCURRENCE $ 1,000,000 X PREMISES (EaEoccur RENTED $ 100, 000 CLAIMS MADE X OCCUR MED EXP (Any one person) $ 5,000 PERSONAL &ADVINJURY $ 500,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE UNIT APPLIES PER: PRODUCTS - COMP /OP AGG $ ( POLICY t JEOT 17 LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS / / / / / / / / / / / / / / / / COMBINED SINGLE LIMIT (Ea accident) $ — BODILY INJURY (Per person) $ — BODILY INJURY (Per accident) $ _ PROPERTY DAMAGE (Per accident) 5 GARAGE LIABILITY ANY AUTO / / / / AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELIA LIABILITY / / / / / / / / EACH OCCURRENCE $ — I OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below TWC3200369 06/28/2010 / / 06/28/2011 / / gg X I TORY I I ER E.L EACH ACCIDENT $ 500,000 E.L DISEASE - EA EMPLOYEE $ 500,000 E.L DISEASE - POLICY UMff $ 500,000 OTHER / / / / / / / / / / / / DESCRIPTION OF OPERATIONS/ LOCATIONSNEHICLE &/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS ACORD CERTIFICATE OF LIABILITY INSURANCE 1 DATEIMM/DD/YYYY) 06/29/2010 . PRODUCER (305) 270 -1424 Pan Am Assurance Agency, Inc 9100 Sunset Drive Miami FL 33173 -3433 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED . ACCORDIAN SHIELDS OF SOUTH FLORIDA, LLC. 7214 NW 78 Terrace MEDLEY FL 33166- INSURER A NORTH POINTE CASUALTY INS INSURER B: TECHNOLOGY INSURANCE CO INSURER C: INSURER D: - INSURER E: ( ) - MIAMI SHORES VILLAGE 10050 NE 2ND AVENUE MIAMI SHORES ( -305) 885 -1444 FL 33133- SHOULD ANY OF THE ABOVE D RI ED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISS LNG INSURER WILL ENDEAVOR TO MAIL 030 DAYS WRITTEN NOTICE TO CE TIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO BLI TION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTA AUTHORIZED REPRESENTATIVE COVERAGES CERTIFICATE HOLDER ACORD 25 (2001108) INS025 (0108).05 CANCELLATION ELECTRONIC LASER FORMS, INC. - (800)327 -0545 ACORD CORPORATION 1988 Pagel of 2 4- Pna IOW* Sloe ass 6% ICE i Mi*Ai • RAMMS ENGINEERING INC. 51 Kd = 1.00 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING CODE 2007 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7-05 WIND CODE DESIGN WIND LOADS (LBS/SQFT) FOR 146 MPH ZONE Interior & Exterior Zones (4&5 .: Walls) Positive Pressures Exposure C For the 146 mph Wind Zone ' • Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 15 54.7 52.3 50.8 49.8 ' 49.0 48.4 20 58.0 55.3 53.8 52.7 51.9 51.2 25 60.5 57.8 56.2 55.1 ' 54.2 53.5 30 63.1 60.3 58.6 57.4 56.5 55.8 40 67.0 64.0 62.2 60.9 60.0 59.2 50 70.2 67.0 65.2 63.9 66.2 62.8 65.2 62.0 64.3 60 72.8 69.5 67.6 Interior Zone (4- Walls) Negative Pressures Exposure C For the 146 m_pliWind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -59.4 -56.9 -55.5 -54.4 -53.6 -53.0 20 -62.9 -60.3 -58.7 -57.6 -56.8 -56.1 25 -65.7 -62.9 -61.3 -60.2 -59.3 -58.6 30 -68.5 -65.6 -63.9 -62.8 -61.9 -61.1 40 -72.6 -69.6 -67.9 -66.6 -65.6 -64.8 50 -76.1 -73.0 -71.1 -69.8 -68.8 -68.0 60 -78.9 -75.7 -73.7 -72.4 -71.3 -70.5 • • Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Effective Wind Area (or, Tributary Area) in Square Feet Height 10 20 30 40 50 60 . (Maximum) -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -73.3 -68.4 -65.5 -63.4 -61.8 -60.5 20 -77.6 -72.4 -69.3 -67.2 -65.5 -641 25 -81 -75.6 -72.4 -70.1 -68.4 -66.9 30 -84.5 -78.8 , -75.5 -73.1 -71.3 -69.$ 40 -89.7 -83.6 -80.1 -77.6 -75.7 -74.1 50 -94.0 -87.7 -84.0 -81.3 -79.3 -77.6 60 -97.4 -90.9 -87.0 -84.3 -82.2 -80.5 i Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT RO , 11 - BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Accordion Shields of Florida, LLC 7329 N.W. 79" Terrace Medley, Florida 33166 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 (AI B). 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 AHl (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 Honda Building Code. DESCRIPTION: HPMA 1" Performance system 2 " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 07 -107, titled " Performance System 2 Accordion Shutter ", sheets 1 through 6 of 6, prepared by Tiheco, Inc_, dated April 26, 2007, signed and sealed by Walter A. Tillit Jr., PE., on April 30, 2007, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA_ ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence submitted page E -I as well as approval document mentioned above. f he submitted documentation was reviewed by Iletmy A. Makar, P.E., M.S. /LC °7 AT /zoo? MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamid NOA No. 07- 0508.04 Expiration Date: 07/23/2012 Approval Date: 07/23/2007 Page 1 Accordion Shields or Florida, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRA WINGS 1. Drawing No. 07 -107, titled " Performance System 2 Accordion Shutter ", sheets] through 6 of 6, prepared by Tilteco, Inc., dated April 26, 2007, signed and sealed by Walter A. Tillit Jr., P.E., on April 30, 2007. B. TESTS I. See Association's generic approval under 07 - 2513. C. CALCULATIONS I. See Association's generic approval under 07 - 2513. D. QUALITY ASSURANCE 1. By Miami - Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 07 - 2513. F. STATEMENTS 1. Release letter issued by the Hurricane Protection Manufacturers Association, dated November 228, 2006, certifying this product to meet the criteria of product tested and approved, and allowing Accordion Shields of Florida, LLC to use the test results approved under Miami Dade County Approval No. 07 -2513, signed by Mr. Henry Revilla. 2. Acknowledgment letter by Accordion Shields of Florida, LLC dated March 06, 2007, signed by Mr. Carlos Medina. 3. Letter by Tilteco Inc., dated April 30, 2007, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certifying that the drawing (No. 07 -107) prepared for Accordion Shields of Florida, LLC is engineering wise identical to HPMA's generic drawing (No. 06 -219). 4. Acceptance Letter issued to Mr. Carlos Medina on July 22, 2007, and returned signed by Mr. Carlos Medina on July 23, 2007, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. E - I rt4‘-- I A. Makar, P.E., M.S. Product Control Examiner NOA No. 07 -0508.04 Expiration Date: 07/23/2012 Approval Date: 07/23/2007 STiMIIfMS St`EEL SHEET METAL. SCREWS USED AT LOUV[R PIN SHALL BE / 14 r 3' 410-HT Ir1NNHJV:WOS, Mir Pad 17ELD' s,RaM"+P. a too As 1ENSRf STR£1NNr,DL SCREWS SHALL BE COOED $77H X)IAN 300o SE7EE5 Fu g0QOLrivER moms AS -'- Br WHITFORD Co. BOX 507. war CHESTER PA. 1938-7. fLUIIMNI amRuSOls SHALL BE 6063 -76 ALLOr WITH UMNAIUM VELD STRENGTH OF Fy ■31.o AM Sawn To BE STA?4LSS STEEL 304 OR 316 SERIES 1I/ SO ksi raw sirariform AND 90 ksi TENSTIE STRENGTH OR CORROSION RES75r.N4r CARBON STEEL AS PER ON 380,8 AUAANIA/ POP 061775 70 EC 5052 AUTNIMN ALLOY WITH ALUMINUM AI EL IS ID BE GALIMIRZED OR STAWLLSS STEEL inn .36 ksi IN AILIN MINIMUM VELD STRENGTHL ANCHORS To W LL SHALL BC AS FOLLOM'S: (UNLESS oltt6Rw15E Morro) ro COSTING POURED CONCRE►t: Pc PER WEDLXE ON SWAT f 7/4 • PPM, OR 1/4 Iwa -SFr Wan AS 44IM/fACIURED or LT.W. BtAOEx - 1/4 • CAM F1LX SS4 ANCHORS. AS MANUFACTURED BY ELCO TEITRON. - 1 /N • • 7/8 G4LX -7" ANCHORS AS INNUFACTUR£D or POWERS FASTENERS. INC Nom A 7) /7•HULIM rmacoWFN OF TAPCON ANCHORS AND CRETE RD( 534 ANCHORS Nro CIONO'R£11 is 1 3 /4' A2) 7/Lt' CAUL -Ai NICHORS .9 wz BF ENTNELr ENVEDOIED INTO THE POURED CONCRETE: NO EIIDDIiENT INTO STUCCO SMALL BE PETOM77ED 1/4 -20 IS SINS USED SMALL BE T 1/2' LONG M INOA / 91OLLD stucco EXCISE. A3) • GAS( TINT PRfGATI S7OeE. PRECAST CONCRETE PANELS. OR PAVERS BE (GUM ON THE EATST6NG NAIL ROOK ANCHORS STALL BE LONG ENOUGH TO REACH TIE MAIN S1R1/CTtRE WWI, SUCH PANELS ANCHORAGE SILL BE AS INEXC30ED ON NOTES A.1 & A2 ABOVE TO EbSTWG COMICRE,E BLOCK MALL- ATTIC C -90 DLOCK - 1/4' • CAPON OR 7/4'• N40 -SET PPP" AS MANUFACTURED Br LT.W. BUCOEX - 1 /4' • aRE7 FLLY S54 ANCHORS. AS IWILIFACTURED IY ELCO TDORON - I /4 • s 7 /e CA LX-IN ANCHORS AS ,44747 D or POWERS FASTENERS. INC. NOTES: 81) MINIMUM EMBEDMENT OF TAPCONN ANCHORS. AND CRETE FLEX SS. ANCHORS NW THE CONCRETE BLOCK UNIT 9M I BE , 1/4- 87) 7/6' CALK-IN ANCHORS SHALE LIE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCS( UNIT. NO £IEEOMiNT INTO STULLb SHALL BE PEAIIREU 1 /4' 0-20 3.5 9OQEN5 USED SHALL BE 1 I/7' LOW MINK TI SHOULD STUCCO 00ST .MID 1' MINOAN FUR MALLS WAN AV STUCCO. 8.3) N CASE THAT PRECAST S7OME OR PR£rA5T orwawR' PAWLS BE Mum) ON PIE L7RS7ANG WALL. ANCHORS SMLL BE LONG mow TO RE4cm THE AWN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SMALL BE AS INDICATED ON NOTES 81 it 0.2 ABOVE ANCHORS SHALL LMT NSWLED FULLOWNG A(L or T1E RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS 1LAeMSACRRER. SHUTTERS COMPONENTS PONFNTS ARE PATENT PENDING 77 9MLL BC THE RESPONSIBILITY Or DE CONTRACTOR TO VERIFY THE SOUNDNESS ESS OF THE STRUCRITE WHERE SHUTTER LS 70 BE ATTACHED WI INSURE PROPER ANCHORAGE: 7HS SHUTTER 5774t.L oar S.7 ATTACHED ro CONCRETE BOCK OR MOOD FRAME BUILINV S. A PE IWNENT SHUTTER WM/FACTUROR'S LABEL SHALL BE PLACED ON 171 EXPOSED SURFACE THE rumor CEN7ERAM7E BLADE (cou•o Nr 0). ONE LABEL SII4U BE PLAN FUR EVERY OPEAINN . LABEL SHALL READ AS FtxtoWs- '>°ETSOINI VICE SYSTEM 2 ACCORDION SHUTTER' ACCORDION AELDS a FLORIDA LLC. NEOLET. RAMS LNL/ --ONC cowry maxi COMMIX APPAO•EL/ (o) HS PRODUCT APt'ROITY. DOCUMENT (PAD.) PREPARED BY DOS ENGINEER Is GENERIC AND 0045 Nor PROVIDE INFORINATION FORA SITE SPECIFIC PROUEL7: LR WHERE NNE SITE comornora ovum FR0M1 ME PALL CONTRACTOR IV VC RESPONSIBLE FOR ME SELEC1 N. PLARCAASE AHO INSTALLATION livaua C LIFE S4WE1Y OF DIES PTIO130C7 BASED ON DRS PRODUCT APPROWIL PROVED NE/SW GOES NOT DEVINE FMON THE CORNROW OE'LA[ED ON THIS DOCUMEN. COVSIRUCI)oN SAW)" AT 9T7 IS armRAC7oRY JESPONSNRITE RES PRODUCT APPMOYAL DOOI ENT WILL BE CONSIDERED AWW 9 moor ED 5177 SPECIFIC PROJECTS MALL BE PREPARED Br A ALDRICH STETTED ENGINEER OR ARCHRECT WAN IOU BECOME THE ENGINEER OF RECORD (E.O.R.) FOR ME PROJECT AND I O WILL BE RESPONSIBLE D R ME PROPER USE OF DE PAD. £MGANEER OF RECpPR ACTING AS DEL CATER ENGINEER TO DIE PAD. Eri EEK SAIL SUBMIT 10 PIS TATTER DE SHE SPECIFIC DIMINGS FOR BMW: 1,6S PLO. STALL BEAR THE au7 AND MGM SEAL AHD SIGNATURE Or THE PROFESSIONAL BADMEN MM7 PREPARED R 0 MT NOOK fW0lirliil Eratr 1Uf / IL EC O mc. Approved as eoraplybn rid: the Florida 07 5 Zoo? NOM to - Mani ' f l•,1 -/ F.B.C. (High Velocity Hurricane Zone) PERFORMANCE SYSTEM 2 ACCORDION SNUTTE'R sr .r I AC C01101011 NEWS Of ROM A, TLC. (NP.NA / 28) 7329 N.W. 79 TERRACE MEMO; FLORIN 33166 PN.. (3OS) 883 -3700 FAA: (303) 885 -7666 PnoNna. Pr,7 1 a►: w Ptu7a.nw a�W DRAWN BY.- r P. 04/76/0 arE 07- 107 DRAWING No SHEET J OF 6 - r 125' JnrL FLOOR SILL sour : arLr - 1' THRESHOLD TRACK scut :s - 7 © MALE /FEMALE BLADE SOLE= J/•' - 7- S' Nam AS APR/CABLE ®ALUMINUM ANGLE 7.000 Nos. AS APFUUCABiL£ © ALUMINUM ANGLE STALL• 3/I - r' pperiiN66 QE ADJUSTABLE SILL ADAPTOR scllt ..Ye - , - MALE MALE BLADE SCALE; 4 10. Q BRASS NICKEL PLATED PUSH BUTTON LOCK mots (14r � J(/i .374 6 SSIL.S. RAM ® 5/18'/x1 S.S.M.S. W /PLASTIC KNOB LOCK PUASMC PPM COMPONENTS 7 Q 90• STARTER SCALIE- .44r z «r JZ•' .•12 .S63 J.3r• .731 0 LOCKING PIN (OPTIONAL) AMC ' - 7' 180' MALE STARTER SCALE are - 7' FEMALE CENTERMATE BLADE © MALE CENTERMATE BLADE soar aVe - ►- cote .lye - ►- APR , 0 2007 r_ ALY 1iIJ�Cnt SHUTTER SHORAN ON PIS PRODUCT APPROVAL DOCUMENT HAS BEEN V RiIED MR CODE COMi9LNNCE N ACCORDANCE WTM (anon Or THE FLURJLM.MMINVG CODE M/ 2005 9 2006 SIFPLE17TIRS ' MICR NW LOADS SMALL S.7 067TRININED AS PER SECTION 1620 Or DC NOW MENTIONED Cry; /fit 0110pt ID Moir - 7)jq & w , PAN. AT ,TESTUL 1 FOR OWN Sl*CSSED. A MD - 41 ALLU711igla UAW X1117 -4"6/ , ,[Q - USED: 10 Fot ?A ,NM WOOD A 1.60 NV1) LOAD 0URN1ON oar* -*I *Ito 1'O CD.Ctitiar 3fTUk*iS siP.AL7NCS AccoRms cDU4Cr W wp IT wpm: we mat ` Fi�1`'EiIIED3 P► AcCo/ N ti/n• ser oNr MORId1RD PE wn rw5 - I0C, us -202, wHD ,AS -203 PROTTXXXS AS PER CONSII7M1C7low JESTING CONPORNITIN ,ADOMi 733.0 3. ALL 4. ALL COOED S. ALL 6. NIL 7. U) (8) (l a 9. 10. OF 11. (b) THE (e) (d) ( TTLLFT =MID t DOM N[tRIMO COMPANY RP. Atik Aa . . 111110•1111 COMM( rt 39116 •. "one : (,I 15.10. r• : (316•77 -7331 E8- 0006719 WALTER A MIT Jr. P. C. FLORA 1*. / 44167 0651940 — cuss covagE1E maims SEE .SCHEDULE r---117R Lin. SEPARA TO GIASS SCALE . 3/8' POURED CONCRETE OR CONNCRETE BLOCK MALL REQUIRED U WALL MOUNTING INSTALLATION SECTION : A if 14 x 3 SS SM.S w/ 7/16 "p x 7 /e" LONG M ON BUSHING (TED. TOP & BOTTOM) / 14x s LLS: (Tv- TOP d BOTTOM) 1 11 u CONCRETE ANCHORS POURED contRoE (SEE SCHEDULE) REQUIRED EXLSTNG — GLASS SEE SCHEDULE FOR 16n. SEPARUD 10 GLASS r / 14 a 3" SS £M S W/ 7/16 "6 a 7 /8" Fut LONG NYLON B1157NJLG II I (T)y. TOP d BOTTOM) CEILING & FLOOR MOUNTING INSTALLATION SECTION B SCALE . 3/6" a 1' EDGE OF SLAB % APPLICABLE / 14 x 2- SS SMS TOP & BOTTOM) or CO CONCRETE MOTORS POURED co rCRE►E CH (srE SEDULE) REQUIRED SEE SCHEDULE MR Mx SEPARATON TD GLASS POUND 871E REQUIRED SG 1*L1, CEILING & FLOOR MOUNTING INSTALLATION SECTION 81 LPG$ 41007 - - -- SCALE : 3/8 - /" / 4 x 3 S.S. S.M.S. W/ 7/16". x 7/8" LONG NYLON BUSHING (Tnt. TOP & BOTTOM) 1 1 BUSHING EDGE Or SLAB i APPLCABLE / 14x'2 Ss S.MLS ant me & BOTTOM) or COSTLNC — CLASS. XV7 h ERDIf PIM= rgAtr/0175 ASSOW71 / IL ECOINc.\ TKL/T TEST*Ma t ENGINEERING COMPANY LL70 ft It .1/N St, STU MIL ►wixw C4110015. R .13168 Phone : (3071o7L -r$X . is : (305)1171-13J1 E$- 00067x9 WALTER A 11WT Jr. P. E. ILORLON Lk. 44167 cnNCRETE ANCHORS (SEE SCHEDULE) PQINIX CONCRETE RECuRED SEE SCHEDULE FOR 16e. SEPARATION TO GLASS / 14x SS. SMS W/ 7/46'0 r 7/8- LONG NTLO'S BIlOON 19 (7) . TOP d 81p17GO) OF Sue APPLICABLE / 14x S SMS. (T)y. 1L71 & BOTTOM) r CONCRETE' ANCHORS (SEE SCIRFDUiE) POURED CONCRETE REQUIRED OP1I IMIL OF STAB 1OP/BOTTV4I) APPLICABLE CEILING & FLOOR Apprempti Ls ` Cs MOUNTING INSTALLATION Td d SECTION 82 M a latest Ei7t4/ Dy ar. �► SC4LE : 3 /8 _ 1' F.B.C. (High Velocity Hurricane Zone PERFORMANCE SYSTEM T ACCORDION SHUTTER ACCORDION SHIELDS Of flORE44, lltZ (HA MA / 28) 7329 N.W. 79 1ERRACE MEDLEY nava. 33166 PH: (305) 88J -5100 FAIL (305) 885 1444 oan►1w 6Mr NR 1► - x ons•.nai. Zoo 1:P. 04/26/07 L1/ TE 07-107 DRAWING No BLEU 2 Cr 6 vasnivc CLASS ~PIED oomcwur o ft A:oNa1ETE a O GX W A L L . REPERRED CONCRETE ANCHORS (SEE SCHEDULE) Pour= taOvatuE OR CONCRETE BLOCK MI REWIRED SEE SCHEDULE 161. SEPARATION TO GLASS CONCRETE ANGYORS (SEE SOTEDULE) r /. •- 20x3/4 .SS BOLTS w / NUT &WAR09' 7" Min. BUILD -OUT INSTALLATION - SECTION C SOME: J/e'- 1' / 14 x 3' S.S. SMS. w/ 7/16 x 7/0' LONG M7tON BUSHING r-1(Tjp. TOP & BOTTOM) 1 1 11 11 11 11 u T /I' 1- 20x3/9' .SS BOLTS w/ Nur a RASHER • s o c. /14 x 3/4 SM.S. O 9' O.C; / 74 x2' S ALS. (Ty?. TOP & BOTTOM) or® OPTIONAL ougewc Top /BOTTOM) CONCRETE ANCHORS (SEE SCHEDULE) v L, W rSOE Mo. 7 #--- 70 CLASS re 11 11 11 11 u 1 /4 0- 20z3 /4" SS. BOLTS w/ NUT & WASHER 09' I' / 1• x 3 S.S. SMS w/ 7/16 I x 7/8" I LONG NYLON BUSH ING (ryp. TOP & Borrow) 1 1 1 1 � / 1♦ x 2' Ss 1 1 S.ALS (rya TOP 1 1 & BOTTOM) 11 U BUILD -OUT INSTALLATION - SECTION C1 SCALE : 3/e' - 1 A ?4 $ 0 217 r® 4 O e IN MIME HAWN MW(XTU NZNr /1 iDi ic .\ TLLLI7 TESTING & ENGINEERING COMPANY 4355 Arr. -1 S3tt,, Aa 30A MEWS C AR . R .73144 "on.: (ap7J.7l -reap . re : (.105,071- 1331 EH- 00067/9 WALTER A TKL/T Jr. P. E. FLORIDA Lit. 44767 ea i ►N O TOP / BOTTOM (OP7101440 TYPICAL ELEVATION st►; it N. T. S. 334-4— 1 a 1 One No • - PERFORMANCE SYSTW 2 ACCORDION SHUTTER At1CORDICW SY11116 OF ROTA, LUG (H.P.MA / 2B) 7329 N. w. 79 TERRACE wow: Y, FLAR/A• 33766 PIt (303) Bea -slop FA: (305) 685 - 7444 SHEET 4 SEE LOCKING SPL7267CAT1ONS Approved fictAmpey..g with an F.B.C. (High Velocity Hurricane Zone) mow BY P.P. 04/26/07 GATE 07-107 PRAISING No SHEET 3 Of 6 0 iwi htifflOIE Miff= MNtFLR/HRS ASSQ7GXW TJLLIT TESTING it EN INE RI#G COMPANY &,S Kw. JIM SIa 304 MOW Gi MOON. 17 JJ•44 : (J07 7t -1SJO . •• : (Jai$711- EH- 0006719 WATER A. TIT J7. P. E. FLORIDA Lk. / 44167 PERFORMANCE SYSTEM 2 ACCORDION SHUTTER aR AM x- • xNr w x ACM"' flcW , 11C. (H.P.MA / 2B) 7329 N.W. 79 TERRACE MEDLEY. RORK14 331'66 PH: (305) 683-5 WO FAJC (305) 885 - 7444 axxnia+ • DRAWN BY: F.P. 04/26/0 DATE 07-107 DRAWING No SHEET 4 OF 6 • 7Nt'.R[7E ANCHORS 18 0. C. MIMEO COicRETE *VOWED NOTE : OF (SEE NOTES) SECTION r SORE : J/8' - t' secncNs SHOWN CAN BE CONVNEO TO SUIT ANY INSTALLATION. WO WILE PER ICONIC C rN AT SPOTI C PPlR ON (1.00NT N WOW /14x3/4'S. St S. M. S. OR 3/16' • Morn. POP RIVETS 9 0. C 0».) ?' x2 " x.125' ALLII4ARN/ TUVE OPEN MR MAIVE AT 3 MADSPAN SECTION 01 (de MULTIPLE SHUTTERS) SCALE : 3/8" - 1 2' 7 2" x .125" ALUMINUM TUBE or ©1 (SEE NOTES) OPEN OPTION..R.OTTED AA S AN 0 OPEN OPTIONAL SLOTTED MR HANDLE AT 3 IADSPAN x 1 • .062' Cent Mum ANGLE /14 x J /4 - 5. 5. S N S OR 3/76' • A4m. POP Risers • 9" O C. (7 ) I' x 1 x .062 COOL NUM ANGLE (O SECTION E1 SCALE : 3/8" SECTION D SrxE: 3/8 - - 7 Or O (SEE NOTES) OPEN OP110101. SLOTTED HOLE MR TAME AT 3 MIRSPAN or() (SEE NOTES) ©txt ©ow C)- 0-0-0 ( OF (SEE NOTES) ADEN oppoN4 SLOTTED HOLE FOR ~LI AT ! ApOSPAN 2" x 2 x .123" AU IWNUM TUDE SECTION EZ SCALE . 3/6" - J" 1' • 1 " , .062' Coot Mum. ANGLE /14 x 3/4" S S. S. K S OR 3/16" • Aunt POP RIW1S 0 9' O! C ayp.) I" x 1 x .062' Cann. NUM Amor OFo (SEE NOTES) OPEN »'74t SLOTTED HOLE FOR IWW AT ± M1OSAW (4) J/16" • Akan. POP RIVETS OR / 14 x 3/4 S AL S MP a•••• MOLE RN wawa P•• At' STKIONC POSTRON oxbow, MIMES) CONCRETE ANCHORS 0 18" 0. C POURED CONCRETE SECTORED ONE SIDED SECTION : END CONNECTION DETAIL OPTI07Nt4L stormy Haw TO aE SCALE : J/8- - 1" COVERED W/ NYLON 2 "x2 "x.7?5 OR 3" x 3' x .D90" AkNo. TUBE POST (6063 -76 ALLOT) x ?' x.123 "x sir TL 5 Akan. ANGLE * CONCRETE ANCHORS EDGE OF SUB EA ANGLE APR 3-.0 - 1.1 - .197 ISOMETRIC (CORNER POST) (Typ. AT TOP &BOTTOM SLABS) POURED CONCRETE REOUAFD CONCRETE ANCHORS • t8'0 C /14 x 3/4" S. M. S. OR 3/16 • ALUM. POP RIVET 0 9' 0. C —1 i1" OR 1 i?" OR 7 1/2" • 7 1/2" OR 1 7/2" x 2" OR 2' •2OR2"x3 "OR? •" OR 2" x 5' • .055" Ain. MICH AILrn. MAZE NOTES FOR LOCKING OF 1 —PUSH BOTTOM L► � ' r BE USED FOR BVSTALLATIONS SECURED , FROM �ASIDF OR' V15tW£ OF WHEN 1NST °INSTEP ; A 7/8 a HoxE SHILL BE ' AT MUST BE RIVETED FROM THE BACK OF 1'i TO FRONT W/ (2)J/16 ALUM. POP . RIVETS A 3 • HOLE MUST THEN BE DRILLED AT 0 TO ALLOW FI ®. PI - TO PASS THRU. WHEN INST 1 J ROM THE 'NSIOE; Q MUST BE RJVETEO TO lip W/(2)3/16 • ALUM. R A J /8 "0 HOLE MUSTT THEN BE DRILLED THRU�AND '� TO ALLOW FOR O PIN TO PASS THRU 2 -5/16 x1' LOCK MAY BE USED ALTERIWTIVEILY TO LOCK FOR RN�+STAUA SECURED FROM THE OUTSIDE OR OF SND H L THIS G A DRILL HOLE SH AL L DRILLED J}p?(! �.. D fKILE DRILLED TO SHALL BE TAPPED TO • T 18 FADS PER INCH SCREW • lit" OR t i2" OR 7 1/2 x 1 1 /I OR 7 1 /I x 2" OR 2" x 2'02"x3 "ORI "x 4' OR 2' x 5' x .055" AGn. MICR Alum. ANGLE ELEVATION X /74 • 3/4' S It S OR 3/16 • ALUM. POP RIVET 0 9" 0. C. ALTERNATE CLOSURE DETAIL W / SCALE : 3/8 - 7" , 3.062" 0 9" 0. C POURED CONCRETE REOUTRED t NYLON CAP DETAIL SCALE : 3/8' AP rovcd :te r.'; **AO& Ens GS:,, o �":.. 3 By F.B.C. (High Velocity Hurricane Zone) MAXIMUM DESIGN LOAD • W (p_s.L) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM 00 cow[ WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (K MASONRY) SHUTTER SPAN SHUTTER SPAN S' -0" OR 1(55 5 -0" 70 8' -6 5 -6" TO 10 --0 10e-0" TO MAL ALLOWED 5 - -0" OR LESS 5' -0" To 6' -6 8' -6" TO 1d-O" o�� 'I � °�� FROM 40.0 TO 60.0 9 9 9 7 9 7 4 - 9 9 9 5.5 9 8 4.5 - 9 9 9 7.5 9 9 6.5 3.5 FROM >60.0 TO 75.0 9 9 7.5 5.5 9 3.5 - - 9 8.5 6 4 -5 9 4 - - 9 9 8 6 9 5.5 4 3 FROM >75.0 TO 90.0 9 7 5 5 9 - - - 9 55 4 4 9 - - - 9 7.5 5.5 5 9 3.5 - - FROM >90.0 TO 120.0 9 4 .15 - 4 - - - 9 3.5 3 - 4.5 - - - 9 4.5 4 - 6.5 - - - FROM >120.0 TO 170.0 6 3.5 .15 - - - - - 4.5 J 3 - - - - - 6.5 4 4 - 3 - - - FROM > 170_0 TO 195.0 4.5 3.5 - - - - - - 3.5 3 - - - - - - - 5 4 - - - - - - MAXIMUM DESIGN LOAD 'W (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SHUTTER SPAN SHUTTER SPAN 5 -0' OR LESS 5" -0" TO 8' - 6" 8' -6" TO MAX. AlLowED 5 -0" OR LESS ` 5 -0" 10 6' - 6" 6" -6 TO MAX. ALLOWED FROM 40.0 TO 60.0 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 FROM >60.0 TO 75.0 6 6 6 6 6 5 6 6 6 6 6 6 6 6 6 6 6 6 FROM >75.0 TO 90.0 6 6 6 6 6 4.5 6 6 6 6 6 5.5 6 6 6 6 6 6 FROM >90.0 TO 120.0 6 6 6 6 4.5 4 6 6 6 6 5 . 4.5 6 6 6 6 6 6 FROM >120.0 TO 170.0 6 6 - 5.5 4 4 6 6 - 6 4.5 4:5 6 6 - 6 6 6 FROM P 170.0 TO 195.0 6 6 - 4.5 4 - 6 6 - 5 4.5 - 6 6 - 6 6 - MAXIMUM DESIGN LOAD "W" (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (10 CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SHUTTER SPAN SHUTTER SPAN 5 -0" OR LESS 5 -0" TO 0 -6" 8'-6" TO MM. ALLOWED 3 OR LESS 5' -0 10 8' -6" 8' -6 TO MAX. MEOWED FROM 40.0 TO 60.0 9 9 9 9 9 5 9 9 9 9 9 5.5 9 9 9 9 9 8 FROM >60.0 TO 75.0 9 9 9 9 7 4 9 9 9 9 8 4.5 9 9 9 9 9 6 FROM >75.0 TO 90.0 9 9 9 9 5 3 9 9 8 9 5.5 3.5 9 9 9 9 8 5 FROM >90.0 TO 120.0 9 8.5 7.5 7.5 3 - 9 7 6 8.5 3 3 9 9 8.5 9 4.5 4 FROM >120.0 TO 170.0 9 7.5 7.5 4 - - 9 6 6 4.5 - - 9 8 8 6.5 4 4 FROM 9 7.5 - 3 - - 7.5 6 - 3.5 - - > 170.0 TO 195.0 9 B - 5 4 - MAXIMUM DESIGN LOAD 1W (p.s.f.) FLOOR /COUNG MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) SHUTTER SPAN 5' -0" at LESS 5 " -0" TO V -6" 8' -6" TO MAIL ALLOWED .75 6 6 6.5 FROM 6 6 5.5 40.0 TO 60.0 14=1" 6 6 6 13=5" 6 6 5.5 FROM 6 6 4.5 >60.0 TO 75.0 3" 6 6 6 3" 6 6 5 FROM >75.0 TO 90.0 6 5.5 4.5 3" 6 6 6 3" 6 4.5 4.5 FROM 6 4 3.5 >90.0 TO 120 6 6 6 2 7/8" 5.5 4.5 4.5 FROM 5 .15 3.5 >120.0 TO 170.04 6 6 6 2 1/2" 5 4.5 - FROM 4 .15 - > 170.0 TO 195 6 6 - + MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3" EDGE DISTANCE. FOR E. D. LESS THAN 37. REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. 0. FOR CALK - IN ANCHORS IS 2 1/21. FOR THIS OPERATION TO BE POSSIBLE. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E. D. FACTOR 2 1 /2" .86 2" .75 ANCHORS TYPE MINIMUN ANCHOR SPACING TAPCON OR MAXI -SET TAPCONS 3192 psi. (MIN.) CONCRETE 3.0" CALK -IN 3000 psi. (MIN.) CONCRETE 2.5" CRETE -FLEX SS4 3350 psi_ (MIN.) CONCRETE 3.0" MAMMA. DESIGN LOAD w (p.s.t.) ILA%M)M SHUTTER SPAN SPAN FOR ALL SECTIONS ♦ MINIMUM SEPARATION TO (LASS (in.) ALL SECTIONS ..� ..4► Loam ..... 4.o. warps 40 13" -0" 14' -1" 3' 45 12' -8" 14" -1" 3" 50 12-4" 14=1" 3" 55 12=0" 13=5" 3" 60 11=10" 12=10' 3" 65 11=6" 12 -4" 3" 70 11=4" 7TH -77" 3" 75 11=2" 11' -6" 3" B0 11=0" 11=2" 3" 85 10' -9" 11' -O" 3" 90 10' -6" 10' -6" 3" 95 10' -2" 10" -J" 2 7/8" 100 9 -11" 9 -11" 2 7/8" 105 9=9" 9 2 5/8" 110 9 -6" 9' -6" 2 1/2" 115 9' -3" 9=3' 2 1/2" 120 9' -1" 9=1" 2 1/2" 125 8=10" 8'-10" 2 1/2" 730 8=6" 8=6" 2 3/8" 135 -- -- 8=2" 2 3/8" 140 - - -- r- II' 2 3/8" 145 - - -- 7' -7" 2 3/8" 150 - - -- 7'-4" 2 3/8" 155 - - -- 7 2 3/8" 160 _ - - -- 6 -11 " 2 3/8" 165 - - -- 6' -8" 2 3/8" 170 - - -- 6' -6" 2 3/8" 175 - - -- 6" -4" 2 3/8" 180 - - -- 6' -1" 2 3/8" 185 - - -- 5=11' 2 3/8" 190 -- -- 5 -10" 2 3/8" 195 - - -- 5=8 2 3/8" VAXIBLai DESIGN PRESSURE RATING W" ( gAI L ) AND CORRESPONDING MAXIMUM "L" SCHEDULE, I NOTES: (1) L +: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE DESIGN LOAD. L -: MAX. ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LENGTH FOR WALL MOUNTINGS OR FLOOR /CEO: GIVEN A POSITIVE DESIGN LOAD. DETERMINE MAXIMUM PANEL LENGTH 1 +" FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD. DETERMINE MAXIMUM PANEL LENGTH "L -" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS EQUAL TO THE MINIMUM DETERMINED PANEL LENGTH BETWEEN "L + AND ,e Ii 2� ?�ai i�ii• ll)e. +/M11111a7F1R1M /: ut •. ilit3..y ,4 I 0 ,? ..li . t 1. . ei•",s.•,i . . �7 :e, ALIO FOR SECTION A ON SHEET 2 W.XI1AL1M DFS GN PRESSURE RATING 111" (D.31.) At CONIESPIRIDIECLIMMIALIMICILSEMEIGAILLSCIEDIILE-t (VALID FOR SECTIONS C 1 ON SHEET 3). 4, :o A/ni),'.. ..1... J.. . 1.•l • . :•:1e, ';M.i21. } (VAUO FOR SECTIONS 8, 81. 82 ON SHEET 2). AU Operv)146 � - . �� z c Z� ►1 7 - O X117 WAVE RVIKIXE /N ITAC ' AS TRY /1 TrrINC. \ miff TWIN° ! ArGNI[>p•MO COMPANY 0.365 KM. SSW St., As. 3AL' mass CNmif 11 33104 Phew. : 003)1171 -1330 . fs : (.X0»71 -157■ E8- 0006719 WALTER A /MUT Jr. P. E. FLORIDA Lk. 44167 .mod. ,t .o� :.� :e ®v.s�. ±r ..i .< ® a MOE 6•Pi icl • "126`lik•)a 1, iel ., f.a./ .. ,. e. `! .. i.t (VALID FOR SECTION C ON SHEET 3). ANCHORS LEGEND TAPCON OR MAXI -SET TAPCONS CALK -IN CRETE -FLEX SS4 PERFORMANCE SYSTEM 2 ACCORDION SHUTTER ACCORDION SNUBS OF FLORIDA, [Lt ptP.MA F 28) 7329 N. W. 79 1ERRACE' warn FLORIDA 33160 PH: (305) 883 - 3100 FAX (305) 885 -7444 mug ROI. Po D st e'y0 3 NOM; D ems: a3^',vLs: 0 F.B.C. (High Velocity Hurricane Zone) ORA1114 8 F.P. 04/26/07 LUTE 07-107 ORA MWNG /40 SHEET 5 OF 6 c 1027 MIMIC P80110011PlIFACRAIS AVOW IL ECOINc.\ TTLl/T ILfSTMMO t ENOINEERVMO COMPANY MS N-W. JIM St, SP. JO& 10112•01 G04106. n 33104 p..,..: (14eW71 -1S» _ rtIN r (30097, E8- 0006719 WALTER A. 1RUT dr. P. E- fLORVA Lk. / 44167 PERFORMANCE SYSTEM 2 ACCORDION SHUTTER ACCORDION SIMIDS Of 1101114, UG (fLP.MA / 28) 7329 N. M. 74 TERRACE MEDLEY, FLORIDA 33166 P71: (305) 663 -3000 FAX. (305) 685 - 1144 DRAWN 8Y: F.P. 04/26/07 DATE 07 -107 DRAWING No SHEET 6 Of 6 ATSANG LASS • R REWIRED SEE SCHEME -FOR 16n. SEPAR4 TO CLASS 774 • 1 G SCREWS 6' ac w/ s I/2 16n- THREADED PENEWARON TO caswirsc wood HEADER ALTERNATIVE 1 i 2'x 4 ,4000 PLATE REQUITED WOOD HEW REQUIRED SEE SCHEDULE LFxt. SEPARA TO GUMS 1/4" LAG SCREWS O 6 QC W/ 1 r/2' Arm. THREADED PENETRATION TO EXISTING W000 PLATE WOOD .51110 24 0.0 MAx REOUREL ALTERNATIVE 2 1/_4' • LAC SCREWS O 6 0.C. I w/ 7 PEltr a TO DORM WOOD HEAVER / 74 • J - SS. 51L5 w/ 7/76 • x 7/8 LOWG NYLON OIISNWIG (Typ. TOP & BOTTOM) Aft / 74x2' SACS. (T7p- TOP & sorrow) r0 ousravo (TOP /BOTTOM) 1/4" •- 20•3/4' S.S. Bo 7S w/ MIT d WASHER 0- E ac r / 14x3"555.M.5 w/ 7/16 • x 7/8 LOAC NYLON BUSHING FI (T,P. 701P d mum) / 74x2'55 S N.S. (Op. TOP a BO17QU) r0 SCALE: 1/4"..5" REOUWED E705TINC au- SEE SCHEDULE t--4011 11 w GLASS PARATIOW > ALTERNATIVE 3 2x 4 W000 RATE RCQUREA 2"x 4' MOO PLATE R£OU RED / 14x3'55 5x5 ,4/ 7/76" • x 7/8" LONG NYLON\ EXISTING CLASS SEE SCJEDLRE frR A6n. sLarQN_ TD CLASS 1/4' • LAG SCREWS _ l ' QC na4A 1 D 1 TION TO E.X151P G wow HEiI01ER. r INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS / 14 x 3" SS S.N.S w/ 7/16' • • 7/B' LONG NYLON BUSHING (Tjp. TOP & BoT7DM) At 41 n ALTERNATIVE 4 ALTERNATIVE 5 ALTERNATIVE 6 WALL MOUNTING INSTALLATION (OFFSET) SECTIONS A 7/4* P- 203/4" SS sous w/ MIS d wasMIR • 9' O -C /14x S1L5 (1, TOP & 807TCW) --©or ► :n 8L1941VG /BOTTOr) 14iL 1/4" I- 201rJ/4" 5S- BOLTS w/ Nur O W496R O 9• ac OR /74 x3/4 - 51LS O aC. 7/4' LAG .SCREWS 0 6" QC W/ 1 7/2' A6n- T0MREAOCD PEAF1RATTON TD EXOSTPIC WOOD PLATE —®or /14x 2"55. SJLS OPTIONAL BUSIENG 114 x 3/4" SS 56L5 • r? O.C. r /4" •- 28L3/4" 55 BITS W/ MIl O 1919ER • 9' QC OR /74 x 3/4' SY.S 0 9' QC. 7/4' HAG =RMS.. 6' QC w/ 1 r/1' 40% THREARED PENETRATION 70 DUSTING w000 PLATE: E GSTWG— MISS 74 x 3/4" 4 1 SAS 0 6" Q /11x2 "S.S 5.1.5. (Typ TOP & BOTIQM) EJRSIRMG SEE SCHEDULE FM Mn. SEPA . CLASS 1/4" • x 7 1/2" LAG sawn ALTERNATIVE 1 PENETRATION TION Wit woo " DEDC -r-SEE SCHEDULE i SEPARATION TD GLASS 7/4" • • 7 1/2 LAG SCREWS 0 3 1/7' QC. w/7 1/2" A6N. PENETRATION TO E7L157WG 11000 EWE ALTERNATIVE 2 WOOD MIMES OR aerie e 24' QC REQUIRED / 74 a 3 - - 5S. SMS- w/ 7/76" • 115 x 7/8' LONG MMT N BUFNNG (Tjp- : 171P d away) 5063- T6 • 7�/8E ) w/ (31 VIE Ix4' LONG LAC TO EACH RAFTER OR TRUSS. LOCATE screws AT 6AOw70111 OF D S1MRG WOOD MEMBE& (2" v.,. ma'am worn) w/ 2 7/2" 1&i 7TMRE10ED PENETRATION. OPTIONAL (TOP/Borrow) /74 x 3/4 SKS O 12" 0.C. 2" x 6' MOO L DT REQUIRED (NO FINTSN ALLOWED) SC1LL- 1/4-1" I Mg nagArtooVcraric I. U 1P80 SE c4N ac caerw v IN ANY Mr TO SU7 ANY rKAAUNTON WINES' - t- INSTAU.4TIONS ARE ONLY VALA 10R INSTALLATIONS 41716 DESIGN WPC L0405 LESS THAN oTR EOLAL TD 73 p.af_ AND 9 -0 M•x. 57RlTTER SPAN: 2. FOR P€V WOOD FRAME WOO AEMOERs TO BE SOUTHERN PINE No. 2 W/ sPECiC omarr OF 0.33 OR EQUAL SCHEDULE SEPARATION TO GLASS WALL MOUNTING INSTALLATION (OFFSET) SECTIONS B ALTERNATIVE 3 °Prowl BUS?fNC 2 x 6" DOOR (NO FIPISH ALLOWED) E13 .°-,tee + = Cade ' Le o 2 taws E Zvo F.B.C. (High Velocity Hurricane Zone)