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WS-09-1508Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 125836 Permit Number: WS -9 -09 -1508 Scheduled Inspection Date: October 01, 2009 Inspector: Bruhn, Norman Owner: MENNES, MARTIN AND JODI Job Address: 435 NE 101 Street Miami Shores, FL Project: <NONE> Contractor: Permit Type: Windows /Shutters Inspection Type: Final Shutters Work Classification: Window /Door Replacement Phone Number (305)796 -9507 Parcel Number 1132060170650 Building Department Comments INSTALL ACCORDION SHUTTERS & STORM PANELS Passatl //fA / � Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 124336. Panels up OK NB C....Ee. r.. h... Zfl 7flflfl For Inspections please call: (305)762 -4949 4 ,}p(9e A1I5 Miami Shores Village Building Department ti o1...7).\ "D BUILDING 7a y PERMIT kPPLICATION� sEP 1 1 2Oa9 FBC20 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 11nI �,((�� 9 Permit No. '� cT `) . 6SO aster Permit No. Permit .Type: BUILDING ROOFTG Owner's'Name (Feel Simple Titleholder) V 1 C. r Sittn 0h-12—Phone # Owner's Address 435 N L 101 S+- • City ► yi W'W'1 j Shoe-r.1 State F-1O Vi a49- Zip 33138 . Tenant/Lessee Name Phone # Email Job Address (where the work is being done) 4-3G NI-E- ID 1 Sfi City Miariu Shores Village County Miami -Dade Zip 331 3t2, FOLIO /''PARCEL - 1 - 320Lo - 011 '-`O(/SQ Is Building Historically Designated YES NO Flood Zone Contractor's Company Name CAI (•C •.p. S Shu � r S • Phone # 305 82 B -1213 Contractor's Address) G yo IA/ Si- • City 'j SVFOCkill State .F—IDv/i CIA Zip 3301 y Qualifier Name S` . I % 0 t • 014 I'Cj s Phone #'bOS $215 -12,13 9 State Certificate or Registration No. CIL/ 8500 2 s4 Certificate of Competency No. 'Contact Phone E -mail 0(A k-c.: J a- 0 bt I' Souk • nt...-1- Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 41 100•(x.) Square / Linear Footage Of Work: 440 Type of Work: ]Addition Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: 1h Sfiq-I I 41-Cc.ovC'i Oh Sh A f"ttYS T Sj-o ✓ pi1- rr 1 S SEP i 1 PAiID * * * ** * * * * * * * * ** * * * * * * * * * * ** * ** ***gyp: Fees * * * * * *, ** * *x * * ** * *** *y:�*** * **** * *** * * * * ** Submittal Fee $ Permit Fee $ Q I O'D CCF $ 5 A '� coicc .$ Notary $ — —� Training/Education Fee $ 1.0 Scanning $ j ;9•, Radon $ DPBR $ Bond $ Double Fee $ Violation date: Technology Fee $ 5' 25 Structural Review. $ Total Fee Now Due $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S 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 .. Owner or Agent The foregoinginstrument was acknowledged before me this 1 day ofS C p . , 20 D9by V' (/�"() r S W Y1 Ckvt L, who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print :. My Commission Expires: (-fl.- R -r 2. Signature Contractor The foregoing instrument was acknowledged before me this 10 day of , 2009 by S"e Y i O r • cm-ii-94.- m-i t who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Di s —no— 14 rz2.., Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Zoning Clerk checked Permit No: 09- `JJZr Job Name: 4,iy , 2009 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 ri J1116C Vr NunCIVVCM P11 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. I I —6200-'011- 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. 11 1 11111111 I I I I I 1 111 1 1111 I I I I I l 111111111 I I I I OC9= P-9 2'0s ®980663986 OR 8f: 27011 Pe 4275; (1ps) RECORDED 09/14/2009 15 :45:15 HARVEY RUV'II'le CLERK OF COURT MAUI -DARE COUNTY, FLORIDA LAST PAGE 1. Legal description of property and street/address: f! r Y `C1 PL. • 04 m f tt7Y1 I c fr►oI%r s St c 4 pb is - I y 2. Description of improvement: 1 a1 S ( I C.C.O Ir &1' O n I4L41 tt r S 3. Owner(s) name and address: V; C+1:1 r SA-n, c.&1-t. 2. 4E NE 101 Sfi hnit rtii sr,or -r s F-i . 331.,3E, Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: C15,-t Shu '11-crS . 5. t- � 3 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date.is'specified) Signature of Owner Print Owner's Name V1 C ft r Q'tn ITT Z Prepared by I) • 'RI Y C.2 Sworn to and subscribed before me this 1 1 day of S"'Cp . - , 20 Qq nn r A! Address:`'1 / f O V 1-C S'f' 84 S - Notary Public • 1■0L • Print Notary's Name r/MII.R My commission expires: 123.01 -52 PAGE 4 5/08 DIANA PEREZ • VIP ,•.i' I1 lilt.' 1 1 .:.5r SP Ma $212 eoided1 i• M /sa Vaud Wive &idol Derroteffee.tt 10050 NE 2nd Ave Miami Shores, FI 3313 Phone 305 - 795 -2204; Fax 305 - 762 -5253 www.miamishoresvillage.com CONTRACTOR LICENSING/ REGISTRATION REQUIREMENTS FOR ALL CONTRACTORS TO REGISTER IN THE VILLAGE OF MIAMI SHORES THE FOLLOWING REQUIREMENTS ARE NEEDED: DADE COUNTY CONTRACTORS: A. Certificate of Competency B. Dade Municipal Occupancy C. Dade Occupational Occupancy D. State Registration E. Liability Insurance Certificate F. Workers Compensation Insurance or Exemption STATE CONTRACTORS: A. State License B. Occupational License C. Liability Insurance Certificate D. Workers Compensation Insurance or Exemption ** * * * * * ** *ALL INSURANCE CERTIFICATES MUST BE MADE OUT TO THE FOLLOWING * * * ***** * ** Miami Shores Village 10050 NE 2 AVE Miami Shores, FI 33138 ALL PERMIT APPLICATION REQUIRE THE QUALIFIERS NOTARIZED SIGNATURE Business Name: C —1 1-e) 41- ss Business Address: -1- t- • ; a- Z330 0-1 Business Telephone: (305 )2..$ - 1 213 Fax Number: (30S 81 - q cIcr) Qualifier Name: rg,a 01-11-tyi- °ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID CA CAGLE -1 DATE(MMIDDIYYYY) _ 08/14/09 , EXTEND OR BELOW. PRODUCER Insurance Marketers, Inc, 2600 Douglas Road Suite 712 Coral Gables FL 33134 Phone: 305 -442 -9507 Fax :305 -44 7 -8527 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, ALTER THE COVERAGE AFFORDED BY THE POLICIES INSURERS AFFORDING COVERAGE NAIC# INSURED Calle j a' s Shutters LLC. 940 Wast 84th treet Hialeah FL 33014 INSURER A: Hartford Underwriters ins .Co. 30104 INSURER B: Scottsdale Insurance Company 08/14/09 INSURER C: EACH OCCURRENCE $ 1000000 INSURER D: 08/14/10. PREMISES (Ea occurence) INSURER E: PRESENTATIVE CLAIMS MADE X OCCUR THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY. PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDII1ON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED QR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE MOTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSK INSRD ADD L TYPE OF INSURANCE POLICY N UMBER POLICY EFFECTIVE DATE (MMIDDIYY) POUCY.EXPIRATION DATE (MMIDDIYY) LIMITS B NOTICE TO THE GENERAL LIABILITY COMMERCIAL GENERALUABILITY CPS1079144 08/14/09 10050 N.E. 2 Avenue EACH OCCURRENCE $ 1000000 R 08/14/10. PREMISES (Ea occurence) $ 100000 PRESENTATIVE CLAIMS MADE X OCCUR MED EXP (Any one person) $ 50 0 0 4 PERSONAL B ADV INJURY $ 1000000 GENERAL AGGREGATE $ 20 00 000 GEM. AGGREGATE OMIT APPUES PER PRODUCTS - COMPIOP AGG $ 2000000 POLICY JECT LOC AUTOMOBILE LIABILITY ANY AUTO 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) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ AGGREGATE $ OCCUR CLAIMS MADE DEDUCTIBLE $ $ RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER /EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under PECIAL PROVISIONS below 21NECKU5018 04/29/09 04/29/10 % U TORY LIMITS ER E.L. EACH ACCIDENT $ 100000 E.L. DISEASE - EA EMPLOYEE $ 100000 E.L. E DISEASE - POLICY UMIT $ 500000 OTHER DESCRIPTION MFG conditions, OF OPERATIONS 1 LOCATIONS 1 VEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS METAL SHUTTERS & INSTALLATION Coverages are subject to terms, deductibles, and exclusions shown in policy. vam11rIVMu nVIu r.. _""----- '' " - _ - - SHOULD ANY OF THE ABOVE DESCRIBED' POLICIES BE CANCELLED BEFORE THE EXPIRATION CITYMSH DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL City of Miami Shore IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR 10050 N.E. 2 Avenue Miami Shore FL 33138 REPRESENTATIVES. • Isy&I{• i 1 -- PRESENTATIVE 4 AN. A nndn nnnnhb ATItlM 1GAM ACORD 25 (2001/08) Prepared By: Michael D. Morelly, Esq. 1200 S. Pine Island Road, Suite 220 Plantation, Florida 33324 File No: 1938114 Folio No.: 11- 3206-017 -0650 Warranty Deed THIS INDENTURE, made this 1:2' day of %.71414/A , 2002_, between Martin W. Mennes and Jodi Lynn Mennes, husband and wife , *hose address is 435 N.E. 101 Street, Miami Shores, FL 33138 , hereinafter called the Grantor, and Victor J. Sanchez, whose address is: hereinafter called the Grantee. (Wherever used herein the terms "Grantor and Grantee" include the parties to this instrument and their heirs, legal representatives and assignees of individuals, and assigns of corporations) WITNESSETH: the Grantor, for and in consideration of the sum of TEN AND 00 /100 DOLLARS ($10.00) and other good and valuable consideration, receipt whereof is hereby acknowledged by these presents does grant, bargain and sell, alien, remise, release, convey and confirm unto the Grantee, all that certain land situate in Miami -Dade County, Florida, viz: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF Subject to: Restrictions, limitations, conditions, reservations, covenants and easements of record, if any, all applicable zoning ordinances, and taxes for the current year and all subsequent years. TOGETHER with all the tenements, hereditament and appurtenances thereto belonging or in otherwise appertaining. TO HAVE AND TO HOLD the same in fee simple forever and the Grantor hereby covenants with said Grantee that it is lawfully seized of said land in fee simple, that the Grantor has good right and lawful authority to sell and convey said land, and that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of any and all persons whomsoever. IN WITNESS WHEREOF the Grantor has caused these presents to be executed in his/her /their /its name, and if Grantor is a corporation, its corporate seal to be hereunto affixed, by its proper officers thereunto duly authorized, the day and year first above written. Wherever the text in this Deed so requires, the use of any gender shall be deemed to include all genders, and the use of the singular shall include the plural. Signed, sealed and delivered in our presence: Witnes Print N Witness #2 Print Name: Tme ,1EA. STATE ) COUNTY OF -Q ) Martin W. Mennes OREGOING INSTRUMENT was acknowledged before me this %zS day of 2004_ by Martin W. Mennes and Jodi Lynn Mennes who is (or are) erson = or has produced as .�1.:.■ identification. NOTARY PUBLIC: ©.1 Signature: Print Name: My commission e 4, es: : ,, stows cam) 8k.� ,,„ WIRES: APR. 120 1l p CDIAN+S510N #00662843 nhfix:," }WMONNOTARV.com (seal) Cartes File No. 1938114 Property Address: 435 N.E. 101 Street, Miami Shores, FL 33138 EXHIBIT 1 "A" Lot 17, and the East 1/2 of Lot 16, Block 91, of Miami Shores Section Four, Amended, according to the Plat thereof as recorded in Plat Book 15, Page 14, of the Public Records of Miami: Dade County, Florida Calleja's Accordion Shutters, Inc. 940 West 84 Street Hialeah, Fl 33014 Tel: (305) 818 -9984 Fax: (305) 818 -9987 SEP 1 1 Mg ACCORDION SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptable holder for the HPMA/ "Performance System 2" Aluminum Accordion Shutter under Product Approval number 07- 0621.01. • This letter authorizes e,11-1 J'C.,i A S ht4 R C Y S• to use our HPMA/ "Performance Systeitf 2" Aluminum Accordion Shutters under number 07- 0621.01 to be used at the following job: 435 W 101. Si- Sergio Teresa Calleja President •• ••• • • • • • •• . 4-;.).409 mpany the application for building permit and shall emit documents. tzfp it;st bear the raised corporate seal of the Ad.County Notice of Acceptance. • • • OPENINGS WIDTH HEIGHT 1, 2/ 2 --) S 27 r :. . J c� Gv' " 6 7 1 7 f 8 2/ �C � 9 // 10 11 7' 9' 12 34(a 3q 13 ; -. 14 7:, ':r -�, 15 16 17 18 19 20 21 22 23 24 • • • 25 • • • 26 •• 27 28 • • • • -• • • 1 4 29 • • • • • • 4 30 • 31 32 ••• 33 • ' • •• • • • • • •• •••••••- • • ••••••••• • • 'M. ROcF•HEt.GHT: •: SQUARE PEE,T' • • • •• • • PRODUCT: • (4-1 tg mil 11 4 4c I,Cr .. i 0 : cE : • • •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • 1//41 INC. Lt EP 1 8 t RAMMS EINGIINEERIING, IN Kd = 1.00 BYa ®m om © 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 57.8 53.8 56.2 52.7 55.1 51.9 54.2 51.2 53.5 25 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 62.8 62.0 60 72.8 69.5 67.6 66.2 65.2 64.3 Interior Zone (4 - 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) -1.10 -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 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -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 -64.1 -81.0 L75.6 -78.8 _ -72.4 -75.5 -70.1 -73.1 -68.4 -71.3 -66.9 -69.8 30 -84.5 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 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not Tess than 4% of least horizontal dimension or 3 ft. (h = mean roof height in fe AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROC.iF . i 9 I� Florida Storm Panels 14475 N.W. 26 Avenue • Opalocka, FL 33054.685- 9990.685 -9000 • FAX 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the 20gauge panels under number 09- 0114.03. (Previous number 07- 0817.02) This letter authorizes C q //ej C to use our 20ga. Panels under number 09-0114.03 to be used at the following job: /d/ s i Sincerely, Victor . ' ruz Enrique Revilla President or Vice - President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N. W. 26th Avenue Opa Locka, Florida 33054 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.miamidade.gov SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.035" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 05 -536, titled " 20 Ga. Galvanized Steel Storm Panel ", sheets 1 through 4 of 4, prepared by Thornton - Tomasetti Group, dated January 06, 2006, last revision #0 dated January 06, 2006, signed & sealed by J.W. Knezevich, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 07- 0817.02 and consists of this page 1, evidence submitted pages E -1, E -2, E -3 & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MANMADE COUNTY APPROVED NOA No. 09- 0114.03 Expiration Date: 01/04/2014 Approval Date: 02/25/2009 Page 1 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVALS A. DRAWINGS 1. Drawing No. 95 -498, Florida Storm Panels, Inc., 20 gage Storm Panels, Sheets 1, 2, 3 and 4 of 4, prepared by Knezevich & Associates, Inc., dated 02/26/97, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of 20 gage storm panels, prepared by Construction Testing Corporation, Report No. CTC -95 -032, dated September 26 through 29, 1995, signed and sealed by Christopher G. Tyson, .P.E. 2. Test report on Large Missile Impact and Cyclic Wind Pressure Test, of 20 Gage Steel Storm Panels, prepared by Construction Testing Corporation, Report No. CTC -96 -009, dated February 26 & 28, 1996, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS 1. Storm panel calculations and comparative analysis, Sheet 1 through 24, Knezevich and Associates, Inc., signed and sealed by V.J. Knezevich, P.E., dated October 2, 1995. 2. Storm panel calculations and comparative analysis, by Knezevich and Associates, Inc., signed and sealed by V.J. Knezevich, P.E., dated 06/14/96 and 02/26/97. D. MATERIAL CERTIFICATION 1. Mill Certified Inspection Report, dated 5/26/95, for Hot Dipped Galvanized Steel, ASTMA446 by Productor de Acero Laktbal, C.A., with chemical composition and physical properties. 2. Tensile Test Reports from QC Metallurgical, Inc., Job No, 51M-2162 dated 09/26/95 for galvanized steel, tested per ASTM E8 -93, signed and sealed by James W Roese, P.E. 3. Tensile Test Reports from QC Metallurgical, Inc., Job No. 6CM -719 dated 03/25/96 for galvanized steel, tested per ASTM E8 -93, signed and sealed by Frank Grate, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99- 0105.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. E -1 L Helm Y A. Makar, P.E., M.S. Product Control Examiner NOA No. 09- 0114.03 Expiration Date: 01/04/2014 Approval Date: 02/25/2009 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99- 0804.01 A. DRAWINGS 1. Drawing No. 99 -097, Florida Storm Panels, Inc., titled "20 Ga. Galvanized Steel Storm Panel ", Sheets 1, 2, 3 and 4 of 4, prepared by Knezevich & Associates, Inc., dated 07/19/99, last revision #2 dated 12/23/99, signed and sealed by V.J. Knezevich, P.E. . B. TESTS 1. None. C. CALCULATIONS 1. Anchor calculations, sheets 1 through 28, prepared by Knezevich and Associates, Inc., signed and sealed by V.J. Knezevich, P.E., dated July 21, 1999. 2. Revised anchor calculations, sheets 1 through 8, prepared by Knezevich and Associates, Inc., signed and sealed by V.J. Knezevich, P.E., dated December 29, 1999. D. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0531.02 A. DRAWINGS 1. Drawing No. 99 -097, titled " 20 Ga. Galvanized Steel Storm Panel ", sheets 1 through 4 of 4, prepared by Knezevich & Associates, Inc., dated July 19, 1999, last revision #3 dated May 22, 2002, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0826.07 A. DRAWINGS 1. None. E -2 llasai4 elm y A. Makar, P.E. M.S. Product Control Examiner NOA No. 09- 0114.03 Expiration Date: 01/04/2014 Approval Date: 02/25/2009 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06- 0110.03 A. DRAWINGS 1. Drawing No. 05 -536, titled " 20 Ga. Galvanized Steel Storm Panel ", sheets 1 through 4 of 4, prepared by Thornton - Tomasetti Group, dated January 06, 2006, last revision #0 dated January 06, 2006, signed & sealed by J. W. Knezevich, P.E. B. C. D. E. 7. A. B. C. D. E. TESTS 1. None. CALCULATIONS 1. Revised Anchor Calculations and details for 20 Ga. Galvanized steel Storm Panels, dated December 20, 2005, pages 1 through 24 of 24, prepared by Thornton - Tomasetti Group, signed and sealed by J. W. Knezevich, P.E. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. MATERIAL CERTIFICATIONS 1. None. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 07- 0817.02 DRAWINGS 1. None. TESTS 1. None. CALCULATIONS 1. None. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. MATERIAL CERTIFICATIONS 1. 1 None. E -3 elmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 09- 0114.03 Expiration Date: 01/04/2014 Approval Date: 02/25/2009 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of 20 gage storm panels, prepared by Construction Testing Corporation, Report No. CTC -08 -018, dated December 21, 2008, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -4 1 my A. Makar, P.E., M.S. Product Control Examiner NOA No. 09- 0114.03 Expiration Date: 01/04/2014 Approval Date: 02/25/2009 PRODUCT RENEWED complying win trte 1i Cede 093" TYP O � -O9A 01 /06/06 11:33 MCantu 01 /06/2006 11: 35:10am P: \FL1 \ Projects \KK5536.00 \Drawings \RO — sub \05 - 536 -01_ dwg Print Information: 5.00" 1.50" 5.00" PRODUCT MARKING PRODUCT MARKING LOCATION (OPTIONAL LOCATION) .250" 1.813" 2.000" "h" HEADER OSCALE : 3" = 1' -0" i` -093" TYP. 1/4" S.S. STUD FE6 -1/4" O.C. OR 12 -1/2" O.C. (SEE TAILS FOR SPACING) .188" 1.50" STUDDED ANGLE OSCALE : 3" = 1' -0" "F" TRACK SCALE : HALF SIZE 469" .085 OWINGNUT SCALE : HALF SIZE GENERAL NOTES: 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE 2004 WITH 2005 SUPPLEMENT. 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD SCREW DESIGN. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -02, A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS, ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS. TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B). REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND 10 3.00" MAX. I# I I 1.813" I Y 1.987' �, O Lb" HEADER 3.500" SCALE : 3" = 1' -0" 11.00" is- 16 GAGE GALV. STEEL GRADE 50 .00 "I OPTIONAL LEG DIRECTION STANDARD CHANNEL SCALE : HALF SIZE WIDTH UNLIMITED 2.000" .062" TYP 1 1.813" "U" HEADER SCALE : 3" = 1' -0" 5.00" 16 GAGE GALV. STEEL GRADE 50 N I o OPTIONAL LEG DIRECTION -� 175'4 75' SOFFIT CHANNEL 11 SCALE : HALF SIZE I (PERP. TO PANEL SECTION SPAN) I /" D 0 0 0 0 0 0 O 0 -- O __ _ - - - PL, - - - -- - -- -- -- (VERTICAL OR HORIZONTAL) 0 O O 0 O D 0 I 1" : SEI SEI SCI PL, SHI OV (SE NO 0 a- L 6 -1/4" (TYP) _ - TOP.MOUNT 0®(:) N VIEW 1" TUBE, MAY BE D WHERE REDUCED ARATION FROM GLASS EQUIRED. SEE ARATION FROM GLASS EDULE, SHEET 4, AND ,N VIEW & NOTE 14 ET 1 RLAP FASTENERS E PLAN VIEW & E 14) 16 GAGE : I ' .125" GALV. STEEL ANGLE SCALE : 3" = 1' -0" 6063 -T6 ALUMINUM 0 PRODUCT UMW as e¢,7 plyluw w@ B ° +P75.ding C e eept=ce D6 - ELzpiration Daft 5" MAX. ANGLE SCALE : 3" = 1' -0" O.03 11/32 "0 Mina Da in. r 14 GAGE J GALV. STEEL Otagi 12 5.00" MAX. CLOSURE SCALE : 3" = 1' -0" WIDTH UNLIMITED (PERP. TO PANEL SECTION SPAN) I 40 D 0 0 0 0 0 0 io E STORM •. — �• —• - CH SEE STORM PANEL SCHEDULE - -- -- --- __ _ - - - =r- -- (t Q O O O D O O 0 1.50" 1 ANGLE SCALE : 3'PIIMUCT EZENEVIRD L'0 Z gip& y4 'Me: gigs it E;g71 1 ' CO63 9 ) -y • o 00 0.11. R • 1.00" 5/8"0 938" GALV. STEEL GRADE 60 OR ALUM. t = MIN. .085" KEYHOLE WASHER SCALE HALF SIZE TOP MOUNT (7( OR DIRECT MOUNT 1- F z 0 N 0 x 0: 0 J 1- Id BOTTOM MOUNT BOTTOM MOUNT (7 ^ (7 y B OR DIRECT 1 ..6 -1/4" (TYP L 8) OR DIRECT 12- /2' OTTOM MOUNT # L 14 16 GA. STEEL TUBE SCALE : 3" = 1' -0" WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION CO OUNT MOUNT (TYP) OR DIRECT WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE 15 TYPICAL ELEVATION (SYSTEM 1) 16 TYPICAL ELEVATION (SYSTEM 2) ONO ELEVATION (SYSTEM 3) MOUNT ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES I'ITH ANGLES WITH STUDS @ 6 -1/4" 0.C. OR DIRECT MOUNTS ANGLES WITH STUDS @ 12 -1/2" O.C. OR DIRECT MOUNTS STUDS @ 6 -1/4" 0.C. OR DIRECT MOUNTS WITH ANCHORS WITH ANCHORS @ 6 -1/4" 0.C. WITH ANCHORS @ 12 -1/2" 0.C. @ 6 -1/4" O.C. Q O 1-i 20 GA. GALVANIZED STEEL STORM PANEL T.w Enezevich Professional Engineer 1FL Uce„se No. PE 0041P61 9. STORM PANELS SHALL BE 20 GAUGE STEEL (1- = .035 ") CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 40, G 60 GALVANIZED COATING, WITH A MINIMUM Fy = 46.7 KSI . 10. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: FLORIDA STORM PANELS INC. • OPA LOCKA, FLORIDA 1/4" MAX. MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 12. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N 13. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR "h" AND "U" HEADER MOUNTING CONDITIONS. 14. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED TO OVERLAPS AT MIDSPAN TO A 1" x 1" x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS W DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION 9 & CI ). PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT MIDSPAN W/ 1/4 -20 x ' BOLTS WIlTH.�.PpIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONd9&g6) 1/4" MAX. FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS & TUBE ARE NOT REQDDUUIREEEEDDD. NO STEEL TUBE AND OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION 0. 15. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANELS SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR STRAPS ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING 2" MIN. .•.i.1/1.." MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING O SE1 "x1 "x16GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 & TYPICAL ELEVATIONS 0 & 16 (TYP.) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING USE 1" x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 S�TYPI AL ELEVATIONS 15 & 16 (TYP.) 1 -3/4" OVERLAP MIN. 12 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE FASTENER @ 12" 0.C. FOR. DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) PLAN VIEW SCALE: 1 -1/2" = 1' -0" FASTENER © 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 P.S.F. & (al 8" O.C. FOR DESIGN LOADS GREATER THAN 100 P.S.F. (SEE ANCHOR o SCHED. FOR ANY ACCEPTABLE ANCHOR) OVERLAP WALL BEYOND WINDOW DISTANCE 1.5 TIMES GREATER THAN BUILD -OUT DISTANCE (NO CLOSURE ANGLE REQ'D) 1/4 "- ' MAX. 16 GAGE GALV. STEEL ANGLE CLOSURE PIECE: BUILD -OUT 1' x 2" MIN. TO DISTANCE 2' x 5" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. co 0 N d 1' 0 cz 0° z few a. .0 z 0 10 0 0 date 01/06/2006 sale AS NOTED drawn by MCR design by NW 'checked by VJK drawing no. 05 -536 sheet 1 of 4 0 0 0 0 0 1 (VERTICAL OR HORIZONTAL) 4 0 0 0 SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION CO OUNT MOUNT (TYP) OR DIRECT WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE 15 TYPICAL ELEVATION (SYSTEM 1) 16 TYPICAL ELEVATION (SYSTEM 2) ONO ELEVATION (SYSTEM 3) MOUNT ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES I'ITH ANGLES WITH STUDS @ 6 -1/4" 0.C. OR DIRECT MOUNTS ANGLES WITH STUDS @ 12 -1/2" O.C. OR DIRECT MOUNTS STUDS @ 6 -1/4" 0.C. OR DIRECT MOUNTS WITH ANCHORS WITH ANCHORS @ 6 -1/4" 0.C. WITH ANCHORS @ 12 -1/2" 0.C. @ 6 -1/4" O.C. Q O 1-i 20 GA. GALVANIZED STEEL STORM PANEL T.w Enezevich Professional Engineer 1FL Uce„se No. PE 0041P61 9. STORM PANELS SHALL BE 20 GAUGE STEEL (1- = .035 ") CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 40, G 60 GALVANIZED COATING, WITH A MINIMUM Fy = 46.7 KSI . 10. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: FLORIDA STORM PANELS INC. • OPA LOCKA, FLORIDA 1/4" MAX. MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 12. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N 13. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR "h" AND "U" HEADER MOUNTING CONDITIONS. 14. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED TO OVERLAPS AT MIDSPAN TO A 1" x 1" x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS W DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION 9 & CI ). PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT MIDSPAN W/ 1/4 -20 x ' BOLTS WIlTH.�.PpIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONd9&g6) 1/4" MAX. FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS & TUBE ARE NOT REQDDUUIREEEEDDD. NO STEEL TUBE AND OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION 0. 15. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANELS SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR STRAPS ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING 2" MIN. .•.i.1/1.." MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING O SE1 "x1 "x16GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 & TYPICAL ELEVATIONS 0 & 16 (TYP.) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING USE 1" x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 S�TYPI AL ELEVATIONS 15 & 16 (TYP.) 1 -3/4" OVERLAP MIN. 12 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE FASTENER @ 12" 0.C. FOR. DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) PLAN VIEW SCALE: 1 -1/2" = 1' -0" FASTENER © 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 P.S.F. & (al 8" O.C. FOR DESIGN LOADS GREATER THAN 100 P.S.F. (SEE ANCHOR o SCHED. FOR ANY ACCEPTABLE ANCHOR) OVERLAP WALL BEYOND WINDOW DISTANCE 1.5 TIMES GREATER THAN BUILD -OUT DISTANCE (NO CLOSURE ANGLE REQ'D) 1/4 "- ' MAX. 16 GAGE GALV. STEEL ANGLE CLOSURE PIECE: BUILD -OUT 1' x 2" MIN. TO DISTANCE 2' x 5" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. co 0 N d 1' 0 cz 0° z few a. .0 z 0 10 0 0 date 01/06/2006 sale AS NOTED drawn by MCR design by NW 'checked by VJK drawing no. 05 -536 sheet 1 of 4 01/06/06 '11:33 01 /06/2006 11:35: 20am Print Information: P: \FL1\ Projects \KK5536.00 \Drawings \RO — sub \05 - 536- 02.dwg EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE MIN. SEPARATIO FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING ANGLE TO WALL DETAIL OSCALE : 3" = 1' -0" EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING SCHEDULE SEE STORM PANEL 1/4 -20 MACHINE BOLT & WINGNUT 09 @ 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) PANEL TO ANGLE DETAIL WALL MOUNT SECTION SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR I 1" x 4" x .125" OR 2 "x4 "x.125" AL. TUBE OR 2" x 6" P.T. W000 W/ 1/4 "0 LAG SCREWS @ 12" D.C. W/ 1 -1/2" EMBEDMENT FOR CONNECTION WITH STUD ANGLE L1I N F z J z 0. 0. X E 7000NT. *14 S.M.S. @ 10" O.C. 2 - 1/4 "aa x 4 -1/2" 5.5. LAG SCREW @ 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS e THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS UMITED TO ±72 PSF. OWALL MOUNT SECTION (BOTTOM) SCALE : 3" = 1' -0" 4 SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. 1/4" MAX. GLASS OR 000R 07 CONT. m E EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING EQUAL x H Z J Z 0. X 1/4 -20 MACHINE BOLT F & WINGNUT O @ 6 -1/4" O.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) EXISTING CONCRETE / HOLLOW BLOCK OR EDGE DIST� WOOD FRAMING C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING B O CEILING/INSIDE MOUNT SECTION SCALE : 3" = 1' -0" SEE STORM PANEL SCHEDULE EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING /8" M X. EMBED 1-41W „Atre41 (TYP.) 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 8" TYP. GLASS OR DOOR EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4 -20 MACHINE BOLT & WINGNUT @ 12" O.C. TYP. TOP & BOTTOM OZ OR O 1/2" 1/4" FOR COMPON 4AND 3/4" FOR OMPONENT03 OPTIONAL LEG DIRECTION NOTE: USE OF THIS DETAIL IS UMITED TO ±72 PSF. BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" MAX. PANEL LENGTH = 8' - 1/4" MAX. ENT 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) EXIST G WOOD, CONC OR HOLLOW BLO STRUCTURE -- (TY-'.) REMOVABLE FASTENER @ 6 -1/4" 0.C. MAX. FOR SYSTEMS 1 OR 2 AND @ 12 -1/2" 0.C. MAX. FOR SYSTEM 3, BUT DO NOT EXCEED SCHEDULE SPACING, SEE ANCHOR SCHEDULE REFERENCE C1 CONNECTION TYPE . USE 1/4 -20 STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER 3. ENGAGE BOLT HEAD 5/8 IN NARROW PORTIO OF KEYHOLE WASHER P1 1 1 1 1 1 1 1 1 1 1 1 1/4 -20 MACHINE BOLT & WINGNUT 09 ® 6 -1/4" 0.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) OR 1" x 4" x .125" AL. TUBE (OPTIONAL) GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) 0 0 w THREE 1/4 "oe WOOD SCREWS W/ 2" MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/ 1" MIN. EMBEDMENT (TYP. AT EACH JOIST, TRUSS OR RAFTER @ 24" 0.C. MAX.) 2 x WOOD JOIST, TRUSS OR RAFTER *12 SMS BETWEEN TRUSSES @ 10" O.C. MAX. 1/4" MAX. FROMM' RENEWED with Cr Ftwide Cy Maltz= No • °T r4 MAX. PANEL LENGTH SEE = 7' - 8" PRODUCT `11IRV'R es as wi 'i IlimPI TEofn C A p $2 �1 o 0 Copyright © 2006 Thomton- Tomasetti Group, Inc. 20 GA. GALVANIZED STEEL STORM PANEL 2 X 0 Z >(rig oL 1--- xM1 co n NNu- 1Z �J W o.." .. O dv0. =1,. iJo. L L J.W Knezevich Professional Engineer FL License No» PE 0041961 /109 0 z 0 z 0 J 0 o a -1/4 "0 ELCO MALE WITH WASHERED WINGNUT @ 6 -1/4" 0.C. MAX. FOR SYSTEMS 1 OR 2 AND @ 12 -1/2" O.C. MAX. FOR SYSTEM 3, BUT DO NOT EXCEED SCHEDULE SPACING, SEE ANCHOR SCHEDULE REFERENCE C1 CONNECTION TYPE 0 WALL MOUNT SECTION (DIRECT MOUNT) SCALE : 3" = 1' -0" NOTE: USE OF THIS DETAIL IS UMITED TO ±80 PSF. O SOFFIT MOUNT DETAIL SCALE : 3" = 1' -0" PRODUCT REWSED complying win • tW2;?id, Cae Ace 5.111C0yI-�h+ Esplmien By Miami ; :ntf(' ai 0)0 o v. 0 (date 01/06/2006 scale AS NOTED (design by NW drawn by MCR checked by VJK drawing no. 05 -536 ( sheet 2 of 4 1 11: 35: 29am MCantu 01/06/2006 P: \FL1 \Projects \KK5536.00 \Drawings \RO — sub \05 - 536- 03.dwg Print Information: C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING WOOD, CONC. OR HOLLOW BLOCK STRUCTURE Q CONNECTION TYPE CONNECTION TYPE REFERENCE ANCHO REFERENCE ANCHOR SCHEDULE FOR MAX SCHEDULE FOR MAX. SPACING SPACING 1/4 -20 MACHINE BOLT & NUT @ 12" 0.C. Sa CONT. (TYP. TOP & BOTTOM) EQUAL 1/4" MAX. 5/8" MAX. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MA SPACING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING MAX. PANEL LENGTH 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/4" 0.C. OR 12 -1/2" 0.C. (SEE TABLE 1) 0 0 w EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING D SEE MIN. = SEPARATION FROM w GLASS SCHEDULE J (TABLE 2) z W 0 "F" TRACK CONNECTION TO o H EXISTING STRUCTURE DETAIL SEE STORM PANEL SCHEDULE w SCALE : 3" = 1' -0" C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. MAX$. 1/4 -20 MACHINE BOLT SPACING & WINGNUT @ 6 -1/4" 0.C. OR 12 -1/2" O.C. (SEE TABLE 1) 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING o BUILD -OUT G MOUNT SECTION ALUM. OR GALV. STEEL SPACERS AS REQ'D C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SCALE : 3" = 1' -0" 1/4 20 MACHINE BOLT & WINGNUT @ 6 -1/4" 0.C. OR 12 -1/2' 0.C. (SEE TABLE 1) EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 1/2" WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK EDGE DIST. SEE MIN. ' ,SEPARATION FROM GLASS S SLE CHED 2) LE I .�F .N1N1U1wa: ,Mi C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE STORM PANEL SCHEDULE ALUM. OR GALV. STEEL SPACERS AS REQ'D ALT. DP TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE : 3" = 1' -0" EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING SEE MIN. SEPARATION F•'OM GLASS SCHEDULE (TABLE 2) 1/4 -20 MACHINE BOLT & WINGNUT® @ 6 -1/4" 0.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 1- 1- 0 z IN 5/8" STUCCO FINISH (LEG MAY w BE REVERSED) Z WIRE LATH MAY 0. BE USED AS TYPICAL X REINFORCEMENT OVER ¢ LEG OF "F" TRACK i cD "F" TRACK CONNECTION TO 1 NEW STRUCTURE DETAIL SCALE : 3" = 1' -0" 1 / 4 "for SEE STORM PANEL SCHEDULE T A B E 1 STORM PANEL SCHEDULE Copyright O 2006 Thornton- Tomasetti Group. Inc. 1 SYSTEM 1 SYSTEM 2 SYSTEM 3 OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS (al 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS (al 6 -1/4" O.C. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS (a 6 -1/4" O.C. NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 12 -1/2" 0.C. OR DIRECT MOUNTS WITH ANCHORS @ 12 -1/2" O.C. revisions 1 NEGATIVE DESIGN LOAD (W) (P.S.F.) MAX. PANEL LENGTH (FT. - IN.) MAX. PANEL LENGTH (FT. - IN.) MAX. PANEL LENGTH (FT. - IN.) 30.0 11 -0 11 -0 8 -8 40.0 11 -0 11 -0 8 -8 50.0 10 -6 10 -6 8 -8 60.0 10- 1 10 -1 8 -8 70.0 9 -8 9 -9 �� 5� 8 -8 8 -1 80. 8 -7 90.0 7 -8 9 -1 7 -2 100.0 6 -10 8 -9 6 -6 110.0 6- 3 8- 4 5- 10 120.0 5 -9 7 -11 5 -5 130.0 5 -3 7 -8 5 -0 140.0 4- 11 7 -4 4 -7 150.0 4 -7 7 -1 4 -3 160.0 4- 3 6 -11 4 -0 170.0 4 -0 6 -8 3 -9 180.0 3 -10 6 -6 3 -7 190.0 3 -7 6 -3 3 -5 200.0 3 -5 5 -11 3 -3 210.0 3- 3 5- 8 3- 1 220.0 3 -2 5 -5 2 -11 230.0 3 -0 5 -2 2 -9 8" x 3" x 1/4" x 1' - 1 -1/2" ALUMNUM ANGLE 1/4 -20 STUD W/ NUT 3/4" 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) 1 /4 "ta ALL POINTS SOLID -SET W/ 7/8" MIN. EMBED. IN CONC. @ 4" 0.C. SCALE : N.T.S. 13 -1/2" EQ. EQ. 2" x 2" x .125" MIN. CONT. 3105 -1114 OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE mom' a`"'1°d Wasaplyigig with ass MI6 �serao09. -01. _._•o3 1.0' PTIONAL HANDLE LOCATION ANGLE MAY VARY 8" x 3" x 1/4" x 1' - 1 -1/2" ALUMNUM ANGLE PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) 1/4 -20 STUD A. INTERIOR FASTENING ANGLE ASSEMBLY NOTE : USE OF THIS DETAIL IS LIMITED TO ±72 PSF AND A MAX.. PANEL LENGTH OF 8'-O' OSTORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE : 1 -1/2" = 1' -0" 01-1/2" x 1 -1/2" AL. STUD ANGLE ALT. CORNER DETAIL © SCALE : 3" = 1' -0" 1/4 -20 S.S. BOLTS & WINGNUTS @ MIDPOINT OF PANEL SPAN OR 51" 0.C. MAX. (TYP) Eviding c? ovr _-=': u ;•,fie, 01/ °L' azzArmi ow�r, .y t:diU'3's� rsy '9 "siwF'ri3 £'RODU REVISED es avalplyards Mildew./ Cork. AE(°ep(iyi1Ci:l i„�„0 E• flan I Es O I r4„ Y • Ml. ^,T0l Ds ✓f 7v w.x u ;Fm'dk� 0.03 Thornton•Tomasetti Group 330 N. Andrews Ave., Suite 450 • Ft. Lauderdale, FL 33301 Tel. (954) 522 -3690 • Fax (954) 522 -3691. COA # 7519 Website: www.TheiTGro, P com Copyright O 2006 Thornton- Tomasetti Group. Inc. 1 FLORIDA STORM PANELS, INC. 14475 N.W. 26TH AvE. OPA LOCKA, FL 33054 RHONE: (305) 685-9000 FAx: (305) 685 -751 1 revisions 1 0 J? 0 co 0 PREVIOUSLY DRAWING NO.. 99 -097 .ni m •O 3 o ° dale 01/06/2006 scale AS NOTED design by NW drawn by MCR checked by VJK drawimg no. 05 -536 ( sheet 3 of 4 MCantu 01/06/2006 11:35: 40am P: \FL1 \Projects \KK5536.00 \Drawings \RO — sub \05 - 536- 04.dwg Print Information: ANCHOR SCHEDULE , . FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS V cc H '^ H X W ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 11' -0" (SEE NOTE 1) SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 11' -0" (SEE NOTE 1) CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 �GNCRETE 1 62.0 mi11111111g111L1N1g1LU11C 48.0 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 9 10 2.512.512.5'..2 6 6 72.0 8 2.512.5 11 12.5 12.5 12.5 12312.5 11 12.5 10 12.5 12.5 12.5 12.5 ..2 9 1/4"o ITW TAPCON W/ 1 -3/4" MIN. EMBEDMENT (MIN. 3,192 P.S.I. CONCRETE) 62.0 12. 512 .512.512.512.512.512.512.5..2" 8 11 11 11 5 5 11 8 12.512.512.5 3 4 4. •.2-12. 512 .512.512.512.512.512.512.5..2" 3 3 11 7 4 3 3 9 12.512.512.5 4 3 4 7 72.0 12.512.512.5 6.2 "1�ia1 yy 10 10 12.512.512.5 3 rwEENIE mEng 6 6 3 5 7 12.512.5 6.2 9 3 5 12.5 12.5 12.5 11 12.512.512.5125 3 92.0 6.2 5 8 12.512.5 �/reAtra i% 9 4 •.25 92.0 12.5 12.5 12.5 7 8 12.512.5 9 3 5 2.5 8 5'A 4 12.5 12.5 12.5 7 10 12.512.5 9 4 6.2512.5 8 5 3/ 9 4 3 5 4 9 7 ..25 200.0 12 ..2 4 A 3 11 5 3 A 3 11 5 3/ 3 12.56.25 4 A 4 11 5 3 4 11 5 * - 1111111111R1M1111111411 48.0 62.0 72.0 A Ara /,,Wai TAPArOY� reAr ��A `p'r/ rAANT nr/n raffrA Arn Ni rA rA 2.5 12 .512.512.512.512.512.512.512.5 2.512.512.5 12.5 12.5 12 5 10 12.5 12.512.512.512.5 12.512.5 12.5 9 5 12.512.512.512.5 9 8 12.512.512.5 12.512.5 * tl■I111111111111w EMALE "PANELMATE/ W/ 1 /4- 20CMMACCHINE SCREW (MIN. 3 !OT SN CONCRETE) 92.0 1111 ��i/ i/YA ii12.512.512.5 7 10 12.512.5 9 3 •.2512.5 7 4 i/ al 5 4 11 200.0 Airr/rVAr ASre rAr Ay „;IM 11 6.25 4 re 4 10 5 3 0 4 10 5 3 * 11,1111111111 1/4 "t j 48.0 12.5 12.5 12.5 12.512.5 12.512.5 12.5 7 11 12.512.512.5 2 .512.512.512.512.512.512.512.5 12.512.512.512.5• 62.0 12.512.512.5 10 12.512.512.512.5 5 8 12.512.512.5' 12 .512.512.512.512.512.512.512.5• 11 12.512.512.5 8 9 7 • LL-POINTS-'SOLID- 72.0 2.512.512.5 12 12.5 7 12.512.5 % 6 12.5 12.5 12.5 12.5 12.512.5 12.5 9 12.512.5 9 SET ANCHOR W/ 7/8 MBED. L 1/4-20 STAINLES STEEL MACHINE SCREW LIN. 3,000 P.S.I. CON a[" 924112.5 12.5 12.5 9 212.; 10 6 11156.25145 110 155 12.5 3 12.5 LI / 5 5 6 10, 200.0 9 4 3 , 4 8 , 16 3 8 4. ,� 3 5 3 / 5 0 5 11111111,1`1,11111 1/4 "0 ELCO TAPCON W/ 1 -1/2" MIN. EMBEDMENT (MIN. 3,320 P.S.I. CONCRETE) 48.0 12 .512.512.512.512,512.512.512.5• 10 12.512.512.5 4 8 2.5 12.5 12.5 12.512.5 12.512.5 12.5 8 12.5 12.5 12.5 62.0 12.512.5 12.5 12.5 12.5 = 12.512.5 ip. "12.512.512.5 12.5 12.512.5 12.5 10 12.512.512.5 7 72.0 12.512.5 10 12.512.5 - 11 11 . 2.512.512.5 12.5 12.5 12.5 12.5 8 12.512.5 8 •.25 92.0 185145 A 155135 •' 10 1295145 6.2 11 200.0 3 7 3 /• 7 3 A 10 3 45 4 3 A 4 HOLLOW CONCRETE BLOCK 71111•W1111H1!1111g1111111111: 48.0 12.512.512.5 7 7 9 9 9 3 4 7 7 7 r/ 3 2.512.512.5 9 9 11 11 11 3 5 8 8 8 1 4 3 62.0 11 11 11 4 % 3 5 5 %% 2.512.512.5 4 7 8 8 8% 4 5.251655 1/4 "� ITW TAPCON W/ 1 -3/4" MIN. EMBEDMENT 72.0 10 10 10 3 BE / 3 5 5 %A Aa 11 11 11 3 6 7 7 7 / 3 5 5 r 3 92.0 7 7 7 1 4 5 5 rha ra irA ior/ 9 9 9 A 4//��5��.55 3 r ���� r 200.0 3 AVA r/V�rA � mar /N A���IOrI����0�Ie�����IWW�A r �/�� %/v/ re �rA rA o 2.512.512.5 2.512.512.5 2.512.512.5 12 5 10 8 7 12.512.512.5 11 10 11 10 11 1b 4 3 i 6.25 5 4 11 9 7 11 9 7 11 7 4 ��. 3 /A i 5 4 3 l■11f%111Aq►F� 48.0 62.0 72.0 A ArareArlegijr Ara �rAr/ iC/���'�'� „% / /A Till∎\ FEMALE "PANELMATE W/ 1/4-20 MACHINE WITH NUT 92.0 ,iii �Ai/ i/�� 12 12 3 5 7 7` 4 M , 200.0 .�rA�/r �rArmor ����/N,�II%CM X122 //�/N�/��Iram z r * 11111111111 1/4 "0 ■1 48.0 12.512.512.5 12.512.512.512.5• 8 12.512.512.5 2 .512.512.512.512.512.512.512.5 10 12.512.512.5 8 62.0 12.512.512.5 9 12.512.512.5 6 12.512.5 10 2.512.512.5 10 12.512.512.512.5 8 12.512.5 11' •.25 LL- POINTS SOLID- 72.0 12.512.512.5• 8 12.512.512.5 5 10 10 6 A 2.512.512.5 7 11 12.512.512.5 7 11 11 6.2 5 :MBED &11/4 -20 STAINLESS STEEL MACHINE SCREW , 92.0 12.5 12.5 12.5 6.25 10 10 6 A 4 8 5 3 / 2.512.512.5 5 8 12 12 6.2 5 9 5 3 / 4 5 4 00, 3 200.0 7 4 rill 3 7 3 7 3 i %' 8 4 3 4 7 3 3 7 3 E llomm 111u11uN111mno-- 1/4 "0 ELCO TAPCON W/ 1 -1/2" MIN. EMBEDMENT 48.0 12.512.5 9 10 10 111 7 7 2.512.512.5 • 11 12.512.512.5 7 9 9 9 62.0 12 12 7 7 7 6 6 / 2.512.512.5 9 9 9 9 A 5 7 7 6.2 72.0 10 10 10 3 6 6.2'• Ei 3 5 5 Er/ 3. 2.512.512.5 4 7 8 8 8 ra 4 6.256.25 3 1 3 92.0 8 8 8 1 4 5 5 ii 3 / /Oi/i 10 10 10 i 6 6.256.2�25 3 i�/ 3 200.0 3 rI ;� �rA�I �I � � �//AVIC/ii//i WA W A rAV ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. RI BE EH WOOD ANCHOR STRUCTURE FOR PROPR ANCOR TYPE BASED TYPE OF EXISTING STRUCTURE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 11' -0" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 Q 0 0 8- 8 48.0 11 11 11 11 11 11 11 11 11 10 11 11 11 8 7 2 -1/4 1/4 "0 x MIN. 3" LONG LAG SCREW W/ MIN. 2" girl BED. SHEAR PARALLEL PERP. TO WOOD GRAIN 62.0 11 11 11 11 11 11 11 11 8 7 11 11 11 6 6 72.0 11 11 11 11 10 11 11 11 7 6 11 11 11 5 5 92.0 11 11 11 9 8 11 11 11 5 5 11 10 6 3 4 200.0 11 88 5 3 3 11 7 4 3 3 11 7 4 3 3 * 7/16"0 1/4 -5/8" MACHINE 48.0 6.2 "1�ia1 yy Erirm?. ig 3 rwEENIE mEng 6 6 3 Ey Vr ii 1111111111111V WOOD BUSHING TAINLESS STEEL SCREW 62.0 6.2 me 5 rmizEi ie� �i�/�� 72.0 6.2 ign 3 92.0 6.2 si 6 3 �/reAtra i% 200.0 4 ,mi ii �A �� iWar T A B L E Z MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD (W) (P.S.F.) MAX. PANEL LENGTH (FT. - IN.) MIN. SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (IN.) MIN. SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) SYSTEMS 1 & 2 SYSTEM 3 MIDSPAN TUBE MIDSPAN BOLTS NO MIDSPAN BOLTS OR TUBE REQUIRED ALL CONDITIONS 40.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/8 8- 5 2 -1/4 2 -3/8 3 -1/2 1 -5/8 8- 8 3 3 3 -1/2 1 -3/4 11 -0 3 3 N/A 2 -7/8 50.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/4 8- 5 2 -1/4 2 -3/8 3 -1/2 1 -7/8 8- 8 3 3 3 -1/2 1 -7/8 10 - 6 3 3 N/ A 3 60.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/4 8- 5 2 -1/4 2 -3/8 3 -1/2 2 8- 8 3 3 3 -1/2 2 -1/8 10 - 1 3 3 " N/ A _ 3 70.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/4 8- 5 2 -1/4 2 -3/8 3 -1/2 2 -1/8 8- 8 3 3 3 -1/2 2 -1/4 9- 9 3 3 N/ A 3 N/A DESIGNATES CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 7 WHERE . EXISTING RIFYTHAT FASTENERS ARE INTO ADEQUATE WOOD CONDITIONS FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. '8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE A WAFER HEAD (SIDEWALK BOLT), U.O.N. 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. Wang 0. 2 L7 E c 0 0 1c H a. 0 0 N L 0 LJ 20 GA. GALVANIZED STEEL STORM PANEL FLORIDA STORM PANELS, INC. 14475 N.W. 26TH AvE. OPA LOCKA, FL 33054 PHONE: (305) 685 -9000 FAX: (305) 685 -751 1 Knezevitr1 Profess10nel Engineer FL License No.: PE 0041961 PRIDINICT REVISED mild: g !n& Aam's:PEuwCO Nd9 -0/ 0'03 Empirnti9a L . ?Lon?. D2iv i!%ea;si�a; N C 0 N N .0 Z 0 IU 'O 0 date 01/06/2006 scale AS NOTED drown by CR design by NW 'checked by drawing no. 05 -536 sheet 4 of 4 BUILD G c COM LLtJ•. CE OFFICE (BCCO) PRODUCT CONTROL D1 114 NOTIC. alteja's 4vc 940 West.84,'' Hialeah, Floc] :ANC (NOA) SCOPE: Tl is NOA is being issued under the applicable rules and :regulatio s governing: the use of construction materials. The .documentatic sn'bmjtt has; been reviewed by. Miami -Dade COunty Product Control .Division and accepted. by the Board of Rules and Appoals j(BORA) to he used in Miami Fade County and other.areas where alowed by the Authority Having J;ur ctron (AHJ). This NOA si i1 not be d :after the : expiration . date stated below. " The Miami-Dade Connti Prodh.± t Control Division. (in Mian i DadeCquiity) and/or the kV Xin areas other than Miami Dade. County) reserve the right to have this product or mathijals. te4 fox gilal ty assurance; purposes If this product or material fails to perform in the accepted manner, tuner will incur the expense' of,sucb testing and the AM 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 Produuct Control Division that this product or material fails to meet the requirements of the applicable building Code... This product is approved as•descnbed;berein, and has been designed tt comply,with the High Velocity Hurricane Zone of the Florida .Building Code. : DESCRIPTION 1 PIVIA, /" v�nuance system 2" Aluminum,,keeor°dion Shutter APPROVAL DOC ENT -: -Draw g No 07-141 , titled " lteitfortioipee System 2, Accordion Shutter ',', sheets 1 through 6 of 6, prepared::by Tilt-eeo, Inc., dated June 08, 2007, signed and sealed by Walter A. Till s Jr , P'1 :, on June 12, 2007, bearing the M i. f).a re Cou my Product.Controi Rev si ©n stamp With the Notice of Acceptance number and the ex iratiOi da tally ;the Miami-Dade County y ProditotCcutrol Division. MISSILE IMPiACT ,T*0.1 Large and -Shit Missile I Met LABELING: Each unit hall` gear a.permanent label with the manufacturer's name or logo., city, 'state and the following statement. ' ado County Product Control Approved ", unless: otherwise. noted herein RENEWAL of this NOA, shall be;considered after a renewal app1 cation:has:been.filed. and there.has been no change in the 414)110:bleb udding code negatively+ affecting the. performance of..t this product. TERMINATION of will.:occur after the :expiration date or if ere bas been a revision or change in the . materials, use, and/or manufacture of the product or_process Mi r se:Of this ,NQA,as an.endorsement of any product, for sales, adveri.,ox' any other purposes shall autoixiat'cally terminate this NOA. Failure' to comply 1: be: cause for termination andremoval of NOA. number preceded by the words y4 Dade County, Florida, and followed by ed in advertising literature. If any port on of tlxe NOA is displayed, •then it shall MIAMI-D;ADE COUNTY, FLORIDA METRO -DADE FLAGLER:OU1LDING 140 WEST .FLAGLER:STRE TiWITE -1603 MIAMI, FLORIDA 33130 -1563 (305) 375- 2901 FAXX_(305)-375 -2908 www:miamidade.gov with any section of This ADVERTISE the .expiration : dal ~r be done in its OtttittY. INSPECTN '`c • and shall be This NO*. w • • tide NOA shall be provided to the user by the - manufacturer or its distributors e :tipnit•the job site at the: request of the Building Official #06- 0412.3 and consists of this page 1, evidence subnntted pages B-1, E -2, & E -3 as nenti:o ed above. I mfntatron w revyered by Helmy- A.;1Vlakar, y :68 • • • • .. • ••• • �.• - ••• •.• • • .. • • • • • • ••• • NOA No. 07.0621.01 Expiration Date: 04/2N2011 Approval Date: " 09/10/2007 Pnge:1, 1!D� . 2t X AI 7370". - A .7004 Qf 07 x1.250' 275• 25 • r N 68'i .759' 9.050* (JA WALL HEADER :(4k INVERTED, SCALE rJ/6 "� 1' -1727'1- T'i FLOOR SILL SCALE : 3/6 ". ^1.338' .597"- 3.172" 1.963' - .591 .06 1.043• -- 2.362" 2.066 " - -1.191 "-1 .727' 3.700' 400 ° THRESHOLD. TRACK SCALE : 3/8" .• 1- 8 • MALE /FEMALE. BLADE 'SCALE 1 2.095" 1.450' - 1.975• -��.�' R.,ap/s) Q ADJUSTABLE SILL ADAPTOR SCALE : 3/8' 5.000" 400" OPTIONAL 9L017ED HOLE (SET; B.V. E X/4 MAL/M,43/BL:E BLADE 3 '.- 7' 5' Mox. AS APPLICABLE --+ ,l ALUMINUM. ANGLE • -1 -.188" ••• ••: • • • • •• • •• • •.• • • . • • •• • • • • • • • • • • • • • .. • • • ••• •• • • • • • • • • • • • • • • - •• • •• • • • • • • • ••• • • • • • • • N �-t 1.Je14" Q BRASS NICKEL PLATED PUSH BUTTON Lock • 7.000" Max. AS APPLICABLE • . • a A �UMUL4IGQI�I:Al�+DLF •° 7yg •,•,yf • • • • • • "• • • • • • •• •• •• • • • ••••• • • • • ••• • • • 2.44.r Q 90• STARTER SCALE 3/8 1' . 1928" .912' -.953" 063" .2C0 .187' .082' - 2.048 " -� 1.586' 1.27J'- .125" L- 41$ DAP RAH .75,' 180• MALE STARTER SCALE: 3/8" a I" 2.300 - 1.922' ,324` .400 .579' - 2.164' .313" 4371 FEMALE CENTERMATE BLAD Br•ic 3/8 - 1' /15- -18 S$M.S. [x.430,0 1 -.590 f t IU!1J 'L!I 5/1s "0x:1 &S..S. WV/PLASTIC KNOB LOCK PMST1C KNOB • COMPONENTS x43, MALE CENTERMATE BLADE scALE J/6". )" 324" JUN 2 2007 1. ION SHNSS: UTTE.R SHOWN ON. THIS PRODUCT APPROVAL DOCUMENT HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH THE 200• EDITION OF THE FLORIDA BUILDING CODE W/ 2005 * 2006 SUPPLEMENTS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTON 1620 OF THE ABOVE MENRONED CODE. 1N ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS ME USED IN 7HDR ANALYSIS. HOWEV. FOR LAG SCREWS INTO WOOD. A 1.60 WQMD LOAD DURA770N FACTOR WAS USED TO CALCULATE SCREWS SPACINGS. ACCORDION SHUTTER'S ADEQUACY FOR IMPACT AND FA77QUE RESISTANCE MS BEEN VERIFIED IN ACCORDANCE W/771 SEC770N 1609.1.4 OF THE ABOVE MENTIONED CODE PER TAS -201, TAS -202, AND TAS -203 PROTOCOLS AS PER CONSTRUCTION TESTING COMPORATION LABORATORY REPORT N' 06-0: 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE ? 74 x 3', 410 -HT MINIMUM SERIES W/ 135.0 kst YIELD STRENGTH & 180 ks1 TENS /LE STRENGTH. SCREWS SHALL BE COATED WITH XYL4N 5000 SER /ES FLUORQPOLYMER COATINGS AS MANUFACTURED BY WHITFORD Co, BOX 507. WEST CHESTER PA. 1,1'S;. 3. ALL ALUM /NUM EXTRUSIONS SHALL BE 6063 -T6 ALLQ'" WITH MINIMUM YIELD STRENGTH OF Fy =31.0 ksi. 4. ALL SCREWS TO BE STAINLESS. STEEL 304 OR 316 SERIES W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR <- "ARROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018. 5. ALL ALUMINUM POP RIVETS TO BE 5,52 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 6. BOLTS 70 BE GALVANIZED OR STAINLESS STEEL WITH 36 ksl MINIMUM MIN /MUM YIELD STRENGTH. 7. ANCHORS TO WALL SHALL BE AS FOLLOWVS: (UNLESS OTHERWISE NOTED) (A) TO EX1S7174C POURED CONCRETE; re PER SCHEDULE ON SHEET 6 - 1 /a' 0 TAPCON OR 1/4 10 MAXI -SET TAPCON, AS MANUFACTURED BY I.7 W. BUILDER 1/4" 0 CRETE FLEX 5S4 ANCHORS, AS MANUFACTURED BY ELCO TEXTRON. - 1/4' 1 x 7/8" CALK-IN ANCHORS AS MANUFACTURED BY POWERS FASTENERS INC. (B) NOTES: A 1) . MINIMUM EMBEDMENT OF TAPCON ANCHORS AND CRETE flEX SS4 ANCHORS INTO CONCRETE 1S 1 3/4". A2) 7/8" CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0 -20 S.S SCREWS L1SE0 SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO E)QS .. A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES Al & A2 ABOVE TO EXISTING CONCRETE BLOCK :WALL: AS7M C -90 BLOCK - 1/4' 0 TAPCON OR 1/4:1 MAXI -SET TAPCON, AS MANUFACTURED BY I.T.W. BUILDER - 1/4" -0 CRETE FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO TEXTRON. - 1/4" 0 x 7/8" - CALK -IN ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC. NOTES: B.1) MIN /MUM EMBEDMENT OF TAPCON ANCHORS AND CRETE FLEX 5S4 ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4 13.2) 7 /8" CALK -IN ANCHORS SSHAU. BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. - 1/4" 0 -20 SS SCREWS USED SHALL BE. 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST AND 1' MINIMUM FOR -WALLS WITH NO STUCCO. R3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE -LANG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8,1 le 8.2 ABOVE (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMEYDATONS AND SPECIFICA170N5 OF THE ANCHORS MANUFACTURER. - - 8. SHUTTER'S COMPONENTS ARE PATENT PENDING. 9. 1T SHALL BE THE RESPONS/B/L17Y OF ONE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BU/LO1NC5 10. A PERMANENT SHUTTER MANUFACTURERS LABEL SHALL BE PLACED ON 771E EXPOSED SURFACE OF THE FEMALE - CENTERMATE BLADE (COMPONENT LZD. ). ONE LAM SHALL BE PLACED FOR EVERY OPENING LABEL SHALL READ .45 FOLLOWS: 13ERFORMANCE SYSTEM 2 ACCORDION SHUTTER" CALLEJA:S.ACCORDION SHUTTERS INC - HULFiH, FLORIDA - -MI. .I -DATE COUNTY .PRODUCT .CONTROL APPROVF,.D. 11. (o) J7IIS PRODUCT APPROVAL, DOCUMENT (P.A.D.)•PREPARED BY THIS ENGINEER IS GENERIC AND NOT ,PROVIDE INFPRM TON FOR A SITE SPEC /FLC PROJECT: i.e. WHERE 774E SITE CONDITIONS DEVIATE FROM THE PAD. PRODUCT RE:MED (b) CONTRACTOR T7) BE REST N$I14 i FOR THE SELECTION, PURCHASE AND .INSTALLATION INCLUDINL3s c STEP• 71 113 Shia tlte; Florida LIFE SAFETY OF 1185 PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE /SHE DOES NOT Doming C6, 1e, DEWAT4 FROM THE CONDITIONS .DETAILED ON IRIS DOCUMENT. CONSTRUCTION SAFETY AT .SITE IS � ; 5 t1* 7d 0 - E 2° . O THE CONTRACTOR'S RESPONSIBIU!Y Emiliarioa IT.,a:R e' �r 20 �� • (e) J71/5 PRODUCT APPROVALL. DOCUMENT WILL BE CONSIDERED INVALID IF MOD/F7ED. / AW. () SITE SPECIf70 PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR BY • � R,. r L® ,/ _ ARCHITECT W9 UCH WILL BECOME THE ENGINEER OF RECORD ' (E0.R.) FOR THE PROJECT AND WHO �'� D d d' " fi" dUaltrial WILL BE RESPONSIBLE FOR THE PROPER LASE OF 711E P.A.D. ENGINEER OF RECORD, ACTING AS D3Wl-4M DELEOATF-0 ENGINEER TO TIE P.A.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAIRNGS FOR REWEW (a) THIS P.A.Q. SHALL 81.411 -771E •DATE AND ORIGINAL SEAL AND SIGNATURE OF ME PROFESSIONAL OINEER THAT PREPARE) 17: F.B.C. (High Velocity Hurricane 2007f/ {atlfTROIEC Y WOMEN AS CATION PERFORMANCE SYSTEM 2 ACCORDION SHUTTER 77LLIT TES'TXNO & ANC NEERRINO COMPANY 6355 At w.. 3801. M,Ste. .795 1.0111204 .&PREEN$ EL 37188 Phone : (305 1 15.50 F1e : (305)871 -1531 - EB- 0006719 . WALTER A 771.JT Jr. P. E. FLORIDA Li:. / 44167 = L A ' S A*0.? 4011 11 j i (H.P.M.A. I .3) 940 WEST 84 STREET HALE" FLORIDA 33014 PH: (305) 828 -1213 FAX: (305). 878 -9927 Zone; DRAWN BY.• F P. 06/08/07 DATE .tuft acK No Ogscarzom abt r' 07 -141 DRAWING No SHEET 1 OF t CONCRETE. ANCHORS (SEE SCHEDULE) POURED CONCRETE Off CONCRETE BLOCK WALL REQUIRED SEE SCHEDULE I--FOR Min. SEPARATION TO GLASS EXISTING GLASS. u 14 7/1660 x S 7/8" W/ LONG NYLON BUSHING (Typ. TOP & BOTTOM) / 14 x 2" S.S. 0 S.M.S. (Typ. �— TOP & BOTTOM) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS .. • • ••• ••• • • •• • • • • •• • • • • • • •, • • • •• •• • • • •• • •. • • • • •• • • • • • • •••• • • ••• • • • •••• • • • ••. • • • • • • •• •• • • • • • •4.i ••• • • • • •• •• • • ••• CONCRETE ANCHORS POURED CONCRETE REQUIRED (SEE SCHEDULE) CONCRETE ANCHORS (SEE SCHEDULE) CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE) REQUIRED E. D. rrEOA E• i� /. 14 x 3" S.S. S.MS III — ■■� II W/ 7/16"0 x 7/8" �C III �0� 111 LONG NYLON BUSHING I 1 (Typ. TOP & BOTTOM) LI SEE SCHEDULE O FOR -Mtn SEPARA77ON EDGE OF SLAB IF APPLICABLE EXISTING -- GLASS. mi • BUSNIsIG BUSHING TOP /BOTTOM) TO GLASS n n I1 II II II / 14 x 2" S.S. S.M.S. (Typ. TOP & BOTTOM) or EXISTING —I GLASS. tq. I I-1 OPTIONAL ,! IN!f'i� -1 I� BUSHTOP /BOTG TOM) 14x3 /4' S.S. S.M.S. 0 12' O.C. u• reoff-zo:r POURED CONCRETE REQUIRED �— EDGE OF SLAB IF APPLICABLE CONCRETE. ANCHORS C /ZING & FLOOR MOUNTING INSTALLATION SECTION 8 SCALE :3/8" — 1" . O , / 14 x .r S.£ S.M.S. j...1: Y// 7/180 x 7/8" LONG NYLON BUSHING II rr (Tx . TOP & BOTTOM) OP770NAL I I BUSHING EDGE OF SLAB IF APPLICABLE 1 SEE SCHEDULE FOR Min. SEPARATION TO GLASS 14 x 2" S.S. SAS. Mix TOP & BOT,"(41) or EDGE OF SLAB • lF APPLICABLE POURED CONCRETE CONCRETE ANCHORS REO U I R E D (SEE SCHEDULE) CEILING .& FLOOR LINTING INSTALLATION SECTION 81 SCALE : 3/8" = 1" JUN 1 2 2007 EX/S77NG GLASS. POURED CONCRETE REQU /RED GE OF SLAB IF APPLICABLE / 14 x 3" SS S.M.S. W/ 7/1811 x 7/8" LONG NYLON BUSHING • Fri (Typ. TOP & BOTTOM) SEE SCNEDUL€ —II FOR Min. . SEPARATION TO GLASS /14x2" S.S. S.M.S. (TYP. )VP & BOTTOM) or CO OPTIONAL BUSHING TOP/BOTTOM) EDGE OF SLAB IF APPLICABLE CONCRETE ANCHORS (SEE SCHEDULE) POURED .CONCRETE REWIRED PRODUCT REVISED 225 61220344 wi&b ile MI6 CEILING & FLOOR &Wing Code Fie Nob -o _ .1 •oJ MOUNTING II STALLATION » � ,' 1�. ��, S E C T I O N B 2 D i v i s i o n 7141IT 7E'SfN©4 $aii /NQ i�OMPA' 6JSS.,Nw ,�1prr, °SL sIe n+b"r nets.ri • rJ�ad - Pik* ::(.205)5 f /00 Fax ( 5)e71 :1571 EB- 0008719 WALTER A, lLUT Jr. P. E. FLORIDA Lia. ;' 44167 SCALE : 3/8" - 1 " F.B.C. (High Velocity Hurricane Zone) DRAWN BY:: PERFORMANCE SYSTEM 2 ACCPRD /ON SHUTTER (H.P.M.A. I3) - 940 WEST 84 STREET 33014 PH: (305) 82 13 FAX ) 818 -9987 F.P. 06/08/07 DATE Alt MIS 07 -141 DRAWING Ho SHEET 2 OF POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) EXISTING GLASS SEE scHEDULE FOR Min. SEPARATION TO GLASS u 1/4" 0- 20x3/4" S.S. BOLTS W/ NUT & WASHER C 9" O.C. t" Min. 114x3 "S.S. S.M.S. W/ 7/16 10 x 7/8" LONG NYLON BUSHING palm,. m,. TOP It BOTTOM) 11 II II II u 1111 BUSHING rgp TOP /BOTTOM) Irrl IAAI POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED .. CONCRETE ANCHORS (SEE SCHEDULE) "- / 14x2" S.S. S.M.S. (Typ. TOP & BOTTOM) or POURED CONCRETE OR CONCRETE* BLOCK WALL REQUIRED •• •• • • • • - • • • •. ' • •• ••• •• • • • •. •• • • • • • • • • • • • • • CONCRETE ANCHORS '(SEE SCHEDULE) " MM. i/4" 0- 2Ox3/4" S.S. BOLTS . W/ NUT At WASHER O 9" OR 114 x 3/4" SAS. D 9" O.C. • OULLD, oil r INSTALLATION • • • SV; SECTION C •• •. • •SLIME : 3 /8° -> 1"- ••• • • • •• ••• • • • •• • •• i• • • • • • • • • • • •.• ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• •• •• • • • • ••••• • ••• • • POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1/4" 4I- 20x3 /4" S.S. BOLTS W/ NUT & WASHER 0 9" O.C. 7 1" .Min. SEE SCHEDULE I—FOR Min. SEPARATION — To GLASS EXISTING — GLASS. if 14 x 3" S.S. S.M.S. W/ 7/16" 0 x 7/8" mim LONG NYLON BUSHING (Typ. TOP & BOTTOM) 4 I1 II ii II u 1 14x2" S.S. S.M.S. (Typ. TOP & BOTTOM) r D 1 ' 1 °BUSSHHINNGG 4 M�rTOP/BOTTOM) MI /14 x 3/4" S.M.S. 0 12" 0.C. CONCRETE ANCHORS. (SEE SCHEDULE) � Min. -. 1/4".0-20x3/4" S.S. BOLTS W/ NUT & WASHER .O 9" O.C. 'OR /14 x 3/4" S.M.S. 09 "0.C. BIUILD -OUT INSTALLATION SECTION C1 .SCALE : 3 /LT" = 1" SEE NOTES ON SHEET 4 OF 6 FOR LOCKING SPEC/FICAn0N6 L 21101 NEW MEMO MiNPiCAPPN A lTON • PRODUCT REVISED9,,i,i,, compLying with taw B6rikking 14,43 pLLace T'No .0 •0l F.B.C. (High Velocity Hurricane Zone) PERFORMANCE SYSTEM 2 ACCORDION SHUTTER DRAM BY: F.P. JUN 1 2 2007 TAUT JzSJ7NO & 'EN:121$0.54#441 COMPANY 5355 ?. W -J81A. Si.. 305,. y . GAODD. ft. 33188 Phone im5 71.1530 fax : (J05)871 -1531 EB- 0008719 WALTER A, ' ELLIT Jr. P. E. fLOR/DA Lie. 44167 W S : , : : : 7 'W. (HP.iNA / 3) 940 WEST. 84 STREET H/ALEAH, 'FLORIDA 33014 . PH: (305) 828 -1213 FAX: (305) 818 -99B7 1L{ N. DAN 06 /08/07 DATE 07 -141 DRAWING No SHEET 3 OF 6 CONCRETE ANCHORS ® 18' O. C. POURED CONCRETE REQUIRED R ®OR OOR lJt 0CIR it)°� 3/8 "0 MIX MR 1.0.0.0w3 PIN AT — STAORWO POSMON [LOCV/ON VARIES) SECTION sou :3 /8 "_ 1 (OPTIONAL) (SEE NQT£S) EN OPTIONAL SLOTTED HOLE FOR HANDLE AT t MIDSPAN .3/8.0 HOLE FOR 1.0t1O O P/N AT STAGOA'T. PQSIT/0N (LOCATION YAR/ES) (OPTIONAL) (OPTIONAL JO or (SEE NOTES) Or (SEE NOTES) L!DL07TE0 ALE FOR AT t MIDSPAN OPEN OPTIONAL SLOTTED -HOLE FOR- HANDLE .AT 3 MIDSPA_N $ECTICIjy :1)1 {& MULTIPLE SHUTTERS) 0 (OPTIONAL SCALE J /8" ,a 2" x 2" x .125" ALUMINUM TUBE 114x3/4 "S S.' S M. S. OR 3/16" 0 Alum POP RIVETS 9 O C MP) AALUMINUM TUBE SfaItA • • • • • •• • •• • • • -• ••• • � • • • • • • • •• •• • . •• • • • •• •• • • • 4i ••.• ••. •• • -.• • • • • • • .. • . • • • • • • • • • ' •• • NOTE : SECTIONS SHOWN CAN BE COMBINED TD SUIT ANY INST®! .4TZON • • • • • • • • • •• •• • • ••• • • or() .NPT S). QPE?J LE NALL. SLOTT " FOOP7OR HANDL E ED AT t MIDSPAN 1"x 4e ,1"X. Cont Alum ANGLE /14 x 3/4 S. S. M. S. ORJ /1B "0 Alum. POP RIVETS 9. 0. C. (Typ.) 1'x1 "x.062". .Cont.' Alum. ANGLE ••• • • • • • • ••• • • • 0 N (OPTIONAL) .$ECTION El SLiALE : 3/8 or J@ (SEE NOTES) OPTIONAL SLOTTED FOR HANDLE MIDSPAN (SEE NOTES) OPEN OPTIONAL SLOTTED HOLE FOR RAND.LE AT t , MIDSPAN POURED CONCRETE' REQUIRED CONCRETE ANCHORS O 18 "O. C. • /14 x 3/4" S. M. S. OR 3/16 0 ALUM. POP RIVET 0 9" 0. C. i x1" OR 1x2" OR 1 7/2" x 1 1/2" OR 1 1/2" x 2" OR 2' < "^R2 "x3 "OR2 "x4" OR 2" x. " .055" Min. THICK Alum. ANGLE. CONCRETE ANCHORS dA 18" 0. C. POURED CONCRETE REQUIRED QOR ©OR ©OR NOTES FOR LOCKING OF O& I� 1 -PUSH BOTTOM LACK MAY BE USED FOR INSTALLATIONS SECURED FROM OUTSIDE OR INSIDE OF SHUTTER. WHEN INSTALUN J M THE ,..,OUTSIDE, A 7/8"0 HOLE SHALL BE DRILLED AT H ANDOJ MUST BE RIVETED FROM THE BACK .OF(H TO FRONT W/ (2)3/16"0 ALUM. POP RIVETS. A 3 8 0 HOLE MUST THEN BE DRILLED AT .O TO ALLOW FO J P1 TO PASS THRU. WHEN INST ' NG J)FROM THE INSIDE, Q. BE RIVETED TO �l�j W/(2)3/16 0 ALUM. POP RNET A .3/8 HOLE MUSTT THEN BE DRILLED T1-/RU O 9/ AND tp TO ALLOW FOR OS PIN TO PASS THRU 2- 5/12"x1 "LOCK FOR. INSTALLA77 OF SHUTTER: t DRILLED 7NRU TAPPED TO AC MAY BE USED ALTERNATIVELLY TO J LOCI( S SECURED FROM THE OUTSIDE OR NSIDE THIS' CASE; A 5/16"0 R ED TO AS LL AND (fi��H HOLE DRILLED TO SHALL BE PT 18: READS PER INCH CHINE SCREW. 1.x1" OR 1x2" OR f 1/2" x 1 1/2' OR 1 1/2" x 2 "'OR 2" x 2" OR 2' x 3" OR 2" x 4" OR 2" x 5" x .055" Min. THICK Alum. ANCLE /14 x 3/4" S. M. S OR 3/16 0 ALUM, POP RIVET O9 "0. C. ALTERNATE CLOSURE DETAIL W / (� SCALE c J /8' CONCRETE ANCHORS 09 "O.c. POURED CONCRETE REQUIRED ONE SIDED SECTION END CONNECTION. DETAIL .OPTIONAL SLOTTED HOLE TO BE SCALE : 3/8" := 1 COVERED W/ NYLON 2 " x 2 x .125' AT THE TIME SHUTTER' IS OR 3' -x 3 x .O90' CLOSED AT HURRICANE Alum. TUBE POST ` ' PQ$I710N: (6063 -T6 ALLOY) 2 "x2 "x.125" ALUMINUM TUBE (4) 3/16" 0 Alum. POP RRIVESSOR# 14x 3/4" i101ii 2 "x 2`x.125 "x (TYP ") TUBES' SIZE O Alum. ANGLE "REQUIRED) lilt( I� a 1 " x 1 x .06,2" GRIND SMOOTH Cont. Alum. ANGLE EDGE ALL ARO 14 x 3/4" S S, CONCRETE ANCHORS EDGE OF SLAB M. S. OR 3 16" 0 EA. ANGLE Alum. POP 0 9" 0. C. (7.p.) SECTION E2 SCALE : 3 /B" - 1" 1" x 1" x .062" Cont. Alum. ANGLE ISO! EJRIC (CQRKR POST) (Typ. AT TOP & BOTTOM SLABS) JUN 1 2 20107 * 401 P OIEC1,111 df4fP1f URBB AS GY4TXIN' ELEVATION X n O~m:G ik." r Bo 4rn' 6353 .11th; St.; sta .1D3: '?R(0NL4 `A4R10FN9, FL 33166 :Phan (365)87f 1530, fox (X4)871 =1531 E8 0008719 WALTER A. I7LLIT Jr. P. E. FLORIDA ,Lia. J .44167 NYLON CAP DETAIL SCALE : 3/8 = 1 8s r8bging av9t de F,Daaid s n 1?9at8 :1 49� } / Diwisiss F.B.C. (High Velocity Hurricane Zone) PERFORMANCE SYSTEM 2 ACCORDION SHUTTER DRAWN BY F.P. (H.P.M.A 3) " 940 WEST 84 STREET HIALEAH FLORIDA 33014 PH: (305) 828-1213 FAt • (305) 618 -9927 a OSSCMP7bR A41l 06/08/07 DATE 07 -141 DRAWING No SHEET 4.. OF 6 lAgIMUM DESIGN: PRL55QRE. RATING. W (p.s.f.) AND CORRESPONDING MAXIMu_m SPAN "L" SCHEDULE. MAXIMUM DESIGN LOAD "W" (p.s.f.) MAXIMUM SWIM SPAN SPAN FOR ALL SECTIONS • MINIMUM SEPARATION TO GLASS (in.) ALL SECTIONS . .�e & LEIVni wr.`xt(n-)MGM 40 13' -0" 14.-1" 5' -0" OR LESS 3" 45 12' -8" 14.-1" - 3" 50 12' -4" 14.-1" 7 .. 3" 55 .. 12' -0" , '13' -5" 9 3" 60 11. -10" 12' -10" - 3" 65 11' -6" 12.-4" 9 3" 70 11' -4" X11' -1 "_ 9 9 EIEEIIHEIgallEMEIP 80 5.5 9 3.5 3" 11' -0" 11' -2" 8.5 3" 85 10' -9 ". 11' -0" - 3" 90 10' -6" 10' -6" 6 .- 3" 95 10' -2" 10' -3" 2 7/8" 100 9' -11" 9' -11" 2 7/8" 105 9' -9" 9. -8" 2 5/8" 110 9`-6" 9' -6" 2 1/2" 115 9'-3" 9'-3" 2 1/2" 120 9 - j 9' -1 " 2 1/2" 125 ; 8' -10" 8' -10" 2 1/2" 130 8' -6" ' 8' -6" 2 3/8" 135 - - -- 8' -2" 2 3/8" 140 - - -- 7'-11" 2 3/8" 145 - - -- 7' -7" 2 3/8" 150 ---- ' 7' -4" 2 .3/8" 155 _, -- 7' -1" 2 3/8" 160 - - -- 6.-11" 2 3/8" 165 - - -- - 6' -8"°.. 2 3 /8r . . 170 ---- 6' -6" 2 3/8" 175 ---- 6' -4" 2 .3/8" 180 -- -- 6' -1" 2 3/8" ' 185 - - -- 5' --l1" 2 .3/8" 190 -- -- .5 -10" 2 3/8" - 195 - - -- . 5' -8" 2 3,/8" MAXIMUM DESIGN PRESSVRE RATING "1N". (p.o.e.) AND, MAXIMUM DESIGN PRESSURE RATING "W (o..f.) AND 14A)gMUM DESIGN PRESSURE %TING "W" (p.s.f.) AND CORRESPOND NG MAXIMUM .ANCHOR SPACING (In.) . SCHEDULE. + CORRESPONDING MAXIMUM ANCHOR. SPACING (In,) SCHEDULE. + CORRESPONDING -MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + (VALID FOR SECTION A ON SHEET 2). 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) - ..UTT,yPAN SHUTTER SPAN 5' -0" ' -0" OR LESS, • 8'-6" f`J -6" TO '-0" 10'-0" TO MAX. ALLOWED 5' -0" OR LESS 5' -0" TO 6' -6" 8' -6" TO 10' -0" 10' -0" 70 MAX. ALLOWED FROM . 40.0 TO 60.0 - 9 9 7 .9 7 .. 4 - 9 9 9 5,5 9 8 4,5 - 9 9 \1 9 7.5 9 0 6.5 3.5 FROM >60.OTQ75.0 9 9 7.5 5.5 9 3.5 - 6 9 8.5 6 4.5 9 4 - - 9 9 8. 6 .- 9 5.5 4 3 FROM >75.0 TO 90.0 5 3.5 3.5 >120.0 TO 170.0 6 FROM. >90.0 TO 120.0 9 8.5 '', 9 5.5 4 4 9 - - - 9 7.5 5,5 5 9 3.5 - - FROM >90.0 TO 120.0 9 4 3.5 - 4 - - - •9 3.5 3 - 4.5 - - - 9 4.5. 4 - 6.5 - - - FROM >120.0 TO 170.0 6 3.5 3.5 - - - - - 4.5 3 4 - _ - - - 6,5 ., 4 4 :. -. - 3 - - - FROM >170.0 TO 195.0 4,5 3.5 - - - - - - 3,5 3 - - - - - - 5 4 - - - - - • NOTES: (1).L +: MAXIMUM AI4 WABLEE PANEL LENGTH FOR A GIVEN POSITIVE DESIGN LQ4. L -: MAX ALIOWABLE ;PANEL LENGTH FOR A GIVEN NEGATIVE DESIGN LOAD. ` (2) PROCEDURE, jO DETERMINE. MAXIMUM PANEL LENGTH FOR WALL MOUNTINGS OR'tQQRZCF�lI51gG:• • •. •a • •• • • ; ; • GIVEN A POSITI' DEEN;LQpD: Dp Rive.MAXIMUM PANEL LENGTH 1+ ".f10M'SCHEDNIIE. • • • •, GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH "L -" FROM SCHEDULE - •• • ••• •• - FINAL MAXIMUM 'LJ OWAEIL.P• PANL6L LENG11-11 14, tQUAL TO THE MINIMUM VANE LE�GT1-. ergo: •L +" AND "L - ". • • '•- • • • • • ••• • •" • • . • • • • ••• • • • • •. • • • • • • • • •*e •• •• • •• ••• •••i • MAXIMUM DESIGN PRESSURE RA $G "W" (p.s.f,) AND CORRESPONDING MMIMUM %1,NQHOR SPACING (in.) SCHEDULE. + (VALID FOR SECTIONS C1 ON SHEET 3), MAXIMUM DESIGN LOAD "W" (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) iH iLI; MOL7NTINO INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SHUTTER SPAN SHUTTER SPAN 5' -0" OR LESS, 5'-0 ", :8'-6" 70 8'-6 " ATLLG� '5'-0" OR LESS 3'-0" TO $' -6" 8'-6" T70 MAX. FROM 40.0 TO 60.0 9 9 g 9 9 5 9 9 9 9 9 5.5 9 9 6 6 FROM >60.0 TO 75,0 6 5 6 FROM 5 6 9 9 9 9 8.. 4.5 6 $ 6 6 6 4.5 FROM >75.0 TO 90.0 FROM 6 4 §..:: >90.0 TO 120.0 FROM >75.0 TO 90.0 9 9 8 9 5.5 3.5 FROM 5 3.5 3.5 >120.0 TO 170.0 6 FROM. >90.0 TO 120.0 9 8.5 '', . 7.5 75 3 _ '9 7.. 6 8.5 3 3 4.5 9. ` 8.5 9 4.5 4 FROM ? >1200 TO 1700- 7.5 7.5 4 - - 9 6 6 4.5 - - 9 8 8 6.5 4 4 FROM > 170:0 , TO 195.0 9 7.5 - 3 - - 7.5 6 - 3.5 - - 9 B - 5 4 - (VALID FOR SECTIONS , B2 ON SHEET 2). MAXIMUM DESIGN LOAD "W" (p.s.f.) FLOOR /CEILING MOUNTING INSTALLATIO TOP OR BOTTOM (TO CONCRETE) SHU►.�;.SPAN 5, -o. 6'..0" OR LES'i TO 8 -8" • MAX. LLOWED 2" - ,75 ' -6" TC '.(AX. 5 40.0 TO 60.0 e P I 5.5 6 fi E .6 6 6 (6� 5.5 FROM 6 6 4.5 >60.0 TO 75.0 6 6 6 6 5 6 FROM 5 6 6 >75.0 TO 90.0; 6 5.5 4.5 6 6 $ 6 6 6 4.5 4.5 FROM 6 4 3.5 >90.0 TO 120.0 FROM >75.0 TO 90.0 6 6 6 5.5 4.5 4.5 FROM 5 3.5 3.5 >120.0 TO 170.0 6 6 6 6 5 4.5 - FROM 4 3.5 - >170.0 TO 195.0. 6 6 - 4. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3" EDGE DISTANCE. FOR E. D. LESS THAN 3 ", REDUCE ANCHOR SPACING BY MULTIPLYING,. SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. ,(NOTE : Min. E. D. FOR CALK -IN ANCHORS IS 2 1/2"). 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 JUM 1 7087 (VALID FOR SECTION C ON SHEET 3). 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 "I8 ' -6" TC '.(AX. 5' -0" 5' -0" OR LESS Tr" R. "" 8• -6" .., " FROM 40.0 TO 60.0. 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 6 6, 6 4.5 FROM >75.0 TO 90.0 6 6 6 6 6 5.5 6 6 6 4,5 4 FROM >90.0 TO 120.0; 6 6 6 6 °, 5 4.5 ' 6 6 - 5.5 ^ . 4 4 . FROM 6 6 - 6.` X4.5 4.5 >120.0 TO 170.0 6 • 6 - 6 6 6 6 6 - 4.5 4 - FROM 6 6 - 5 4,5 - > 170.0 TO 195.0 6 .- .6 6 - ANCHORS LEGEND ANCHORS - - ANNCHOR "ACING TAPCON OR MAXI -SET TAPCONS 3192 psi, (MIN.) CONCRETE 3.0" ______„/ CALK -IN 3000 psi. (MIN.) CONCRETE 2,5" CRETE -FLEX SS4 33.50 .,psi. (MIN.) CONCRETE 3.0" e 7 MIRl Nf' PROlfel»'/ UIMVIFAC iPS' OWN ram J Iiro t te(N !No COiPA�fI!;' 8555 H W. 3B01. SL a J03, Vl(tC7H/� 0,40134' f). J3188 Acne" .f3o1�7� ,1630 ,or :floe9e�1 -15J`1 60- 0006719 WALTER A,1/LLITJcP. E. FLORIDA Lie. ;' 44167 TAPCON. OR MAXI -SET TAPCONS CALK -IN CRETE -FLEX 554 PRODUCE' REVISED as minplying wigs . tie Worlds Pair A Ieg1 1. 0121 d El Date 7.-01/ PJl�i�,a6 ILp?n F.B.C. (Hi /i .Velocity Hurricane Zone) 1 PERFORMANCE SYSTEM 2 ACCORDION $HUTTER XX8. (H.P.M.A. f 3) 940 WEST 84 STREET HIALEAH, FLORIDA 33014 PH: (305) 828 -1213 FAX: (305) 818 -9987 44f6 DRAWN BY: F.P. 06/06/07 DATE as 07 -141 DRAWING No SHEET 5 OF 6 • ir" 0 1/4" 0 LAG SCREWS 0'6" O.0 W/ 1 1/2" Min. THREADED PENETRATION 70 £X1$71NG WOOD HEADER / 14 x 3' S.S. S.M.S. W/ 7/16" 0' x 7/8' LONG NYLON BUSHING (Typ. TOP k BOTTOM) 14 x2- SS. S.M.S. (Typ. TOP k BOTTOM) WWD HEADER REQUIRED EXISTING-1 SEE SCHEDULE GLASS. FOR Min. SEPARATION TO CLASS GLASS. ALTERNATIVE 1 6i'— OP1I0NAL BUSHING (TQP /BOTTOM) 1/4' LAG SCREWS O 6" O.C. W/ 1 1/2° Mtn. THREADED PENETRATION TO EXISTING WOOD PLATE. ALTERNATIVE 1/4' 0 LAC SCREWS O 6' 0.0 W/ 1 1/2" Mtn. THREADED PENETRATION TO EX1SJWG WOOD HEADER: 1/4" 0- 2Ox3/4 S.S. BOLTS W/ NUT do WASHER O 9" O,C. /14x3'SS.S.M.S W/ 7/18'.0. x 7/8" LONG NYLON BUSHING I a (To. TOP .& BOTTOM) , •• ••• • WOOD HBial • EXISTING.- -1 • SIP • • • � • GLASS I---FOR Min. SEPARATION • • = TO GLASS -1- •• • ••• ••• ocrprplATIVIFE 5 • i• : : • '• I44 •t'UNTING ibigriupipoti tOPFsET1 / 14x2°SS. S.M.S. (Typ. TOP =k 'BOTTOM) 1/4' 0 LAG SCREWS 0 8' o.C. W/ 1 1/2' Min. THREADED PENETRATION TO EXISTING WOOD HEADER. (1) WOOD HEADER _ ' REQUIRED LNG --+I SEE SCHEDULE 1 -FOR Min. SEPARATION ALTERNATIVE 31---/L-- EXISTING GLASS 1" 1/4" 0- 20x3/4" S.S. BOLTS W/ NUT 2 WASHER 0 9" O.C. if 14x.r5.5. S.M.S. S'i/ 7/16' 0 r 7/8' I LONG NYLON BUSHING P 4 (Typ. TOP k BOTTOM) L i TO GLASS 2 "x 4' W000 PLATE REQUIRED. ' 14 x 2" S.5 S.M.S. (Typ. TOP Ac BOTTOM) N h R lack OP170NAL BUSHING . j(TOP/BOTTON) 1" Min. EXISTING GLASS. 2 "x .4" WOOD PLATE REQUIRED, 1/4' 0- 20x3/4' SS. BOLTS W/ NUT & WASHER 0 9° O.C. OR /14 x3/4" S.M.S. 0 9" O.C. 1/4' LAG SCREWS 0 6' 0.C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD PLATE ALTERNATIVE 4 /'14x J' S.5 SM.S. W/ 7/16' 0 - x 7/8 ".LONG NYLON BUSHING, SEE, SCHEDULE FOR Min. SEPARATJON_ TO GLASS r / 14 x 2' S.S. S.M.S. h1:�tTtlrHtNc I nw i na�nt �ar••ae gi_ 1° Min. 1/4' 0- 20x3/4' S.S ..BOLTS W/ NUT k WASHER 0 9' D.C. OR /14 x 3/4' S.M.S. 0 9' O.C. -1/4" LA$ SCREWS O 6' 0.0 W/ 1 1/2" Min. JHREi40ED PENETRATION TO EX1STNNG' WOO PLATE. /14 x 3/4' IS S.M.S. 0 12' DC. A4TRRNATIVE .6 ••• • • • • .era. v r Eli .a r7 • • • • • • • '•• • SCAM SCA 1/4 1' • • l S > 4 'T1 NL1 4TLS ON EXISTING WOOD BUI4DINGS E0-- EXISTING,- - GLASS 14x3/4" S S . 0 f . I SEE FAR Min. SEPAPATi0 I 7D GLASS r". /' 14x2'SS. SM.S (Typ. i2�P & BOTTOM) WOOD TRUSSES OR RAFTER 0 24" 0.0. REQUIRED 1' x 4' x 1/8" (Min.) 6063 -T6 Alum. BE W/ (3) 5/16' 0x4' LONG LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER (2" Min. NOMINAL WIDTH) W/ 2 1/2' Min. THREADED PENETRATION. / 14 x 3" SS S.M.S. W/ 7/16.0 x 7/8' LONG NYLON BUSHING (Typ. TOP & BOTTOM) LJ LJ ALTERNATIVE 1 -'-SEE SCHEDULE L FOR Min. i SEPARATION TO GLASS EXISTING---' GLASS. s4� t SEE SCHEDULE FO Min. SEPARATION) TO G! 4rc a ASS-" 1/4' 0 x 1 1/2" LAG SCREWS O 4' O.C. W/1 1/2" MM. THREAD PENETRATION TO EXISTING WOOD DECK. 1/4' 0 x 1 1/2' LAG SCREWS 0 3 1/2" O.C. W _ t 1/2" Min THE PENETRATION TO COSMO YADQI) .bgOK ALTERATIVE 2 WALL MOUNTING INSTALLATION TION (OFFSET) SECTIONS: 8 OPTIONAL USHWG (TOP/BOTTOM) /14 x 3/4' S.M.S. 4 12' 0.C. 2' x 6' WOOD DECK REQUIRED (NO FINISH ALLOWED) ALTERNATIVE 3 RO0J1? /CIDLING MOUNTING SECf0?'S CAN BE 1NED 7N ANY WAY TO 'SUtf ANY hYSTALLAT7OM _TOTES 1. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS WITH DESJON WIND LOADS LESS THAT OR EQUAL .RI 75 „p s.f. AND 9'-0' A/Ox. SHUTTER SPAN. 2. FOR NEW WOOD FRAME . CONSTRUCTOR: :WOOD MEMBERS TO BE SOUTHERN PINE •No. 2, W/ SPECIFIC DENSITY OF 0.55 DR EQUAL. JUN 2 20117 . 0200711108011;101i621114 mt1KYl INC. 71LLIT 7»f7N0 k £MGLNEERNO COMPANY 8,735 ACW MIL .52.. Ste. 305, VWS11114 .OAApmV9 11 Mtge Monet (303)871 151,0 . Fax : •(30)871 -1531 E73-0006719 WALTER A, 77LLIT Jr. P. E. FLORIDA Ua. j .44162 F.B.C. OPTIONAL BUSHING 2' x 8' WOOD DECK REQUIRED (100 FINISH ALLOWED) PRODUCT vESED . complybg with Vie IIati73sL1g Catdt Al '£4.anste No O Z • E pra ?ioa Date* 77. 'Zell Sigh Velocity .Hurricane Zone) PERFORMANCE SYSTEM 2 ACCORDION SHUTTER Ail (H.P.SA / 3) 940 WEST 84 STREET HIALEAH, FLORIDA 33014 PH: (305) 828 -1213 FAA _ (305) 818 -9987 DRAWN BY:: F.P. 06/0807 DATE NY. to PATE PtXGM7px PAZ 's 07 -141 DRAWING No SHEET 6 OF e