Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
WS-11-683
Inspection Number: INSP - 158521 Scheduled Inspection Date: May 10, 2011 Inspector: Bruhn, Norman Owner: HUNTINGTON, ANDREW Job Address: 253 NE 100 Street Project: <NONE> Contractor: TIKI ALUMINUM PRODUCTS INC Building Department Comments INSTALLATION OF 10 ACCORDION SHUTTERS Passed Failed May 09, 2011 Miami Shores, FL Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Permit Number: WS -4 -11 -683 Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060134680 Phone: (954)463 -8441 Page 12 of 23 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SrrE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO. /L32 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. 4. Contractor's name, address and phone number 1"r 14Lv m (NU Viilaeive is 7 H 0.. I TER �uta�- d - 111111111111 1 111 11111111111111111111111111111 CFH 2011R0271059 OR Bk 27667 Ps 00311 (1ps) RECORDED 04 /26/2011 16:14:49 HARVEY RUVIN, CLERK OF COURT I1IAIII -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: /n I ynt .ShoraE5 SSe. i Amy Lots 8L1( 3¢ 2. Description of improvement: / 0 R.!' .O Rcl r B ",i .S h u f - re R 3. Owner(s) name and address: A Afd f t IE w Hu ^t t, Ar t ®i.J Interest in property: 9.53 N. E / 00 St�sEt l'r'1; a Irf i S hbtr FL:. :3313 9 Name and address of fee simple titleholder. 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: /i//A 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, address and phone number. 8. In addition to himself, Owners designates the following persons) to receive a copy of the Uenor's Notice as provided In Section 713.13(1)(0, Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement • (the expiration date Is 1. Year from the date of rec ordUg unless a dBerent 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 718 •PART I SECTION -718. • :. _ .1 r >tr . _ . - • F • 74 q♦ 1 TA •T r e 91 i • I - • 5i ■ e e 1. c 1.1 ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN AITORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owns thorized Officer/Director/Partner/Manager Prepared 1461_ U� Prepared By Print Name N d r Eva, Hum 4 N 5 -01v Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADS The foregoing instrument was acknowledged before me this /4- day of rip ft I 1 A01 1 By ❑ Individually, or ❑ as for ❑ Personally known, or 0 produced the following type of Identification: 'Signature of Notary Public: gA.. -e_ X. Print Name: j4.FttbL. L.. F / u)E (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. F(.ORIDA STATUTES Under penalties of perjury, 1 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 s's.Authorized Officer/DIrector/Partner/Manager who Byg By t23.01-32 PAGE MO STATE OF FLORtDA, COUNTY OF DAD'E 1 HEREBY C ER77FY that this is a true y of the origin i7 as► this of ca on ' dey of W1 THE r ay hand at Oo'fi i Sea HA , ' I N CLE K, r& Q+Iu it end County Courts D.C. CAROL L. BOWES c MY COMMISSION # DD762855 EXPIRES February 27, 2012 r n, eRFAffif4514llp. FlCridallotaryseMcC.com A`1A\\ -— Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder). /3ii1 c/ R a w 1 "1,91 Phone #:3O5 ' 757°1, 613 Address: 4253 N E. 1 ©b 5 tR E E t cit /n i R rn i 5 h o p E 5 State: F L Zip: 33 13 S' Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 453 YU > , 100 5T 18050 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.Y4S Y I -- (0Z Master Permit No. City: Miami Shores County: Miami Dade Zip: 3313 ' Folio/Parcel #: / J 3 .2 0 6 01 a1 4 L, 90 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 'T `t{ r ° // Lv en i Al u Yn PR o d , Address: ? 90 TO, 14 d 3 l i. R. City: Ft LRuciondaL State: (s1- Qualifier Name: - rho ,71 - 7 2 tE /t State Certification or Registration #: d. a e. 03 1 4• 7 9 Submittal Fee $ Permit Fee $ 0700 Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ APR 1 82011 NJ Y Zip: 333 I 1 Phone #: q4. 410,3 , 9441 Phone #: 954- 3 -: 1 g 1 Certificate of Competency #: Contact Phone#: /54 - 46 4 - , 5 , � 44 Email Address: `f,'!(.' A /19 fl b 6 I15o Loth o A) Et DESIGNER: Architect/Engineer: l h 0 R 10/11 • TO m AS F f ti' G RO O p Phone #: q, ref . .5;2,2 -3 4 9 0 Value of Work for this Permit: $ 1 j 060,' Square/Linear Footage of Work: Type of Work: DAddition DAlteration DilNew DRepair/Replace C3Demolition Description of Work: In A e e co R d , ,0 10.1 h `y 't P E R, ****** ***** * * ** * * * * * * * * * ** * ** * * * **+x**** Fees** ** *** * * * *** x****** **w*a * **** * *** * **** CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 1 +1(0 CV Bonding Company's Name (if applicable) N//4 Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) NM 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 FT .RCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOIT :F,RS, 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 WITS 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature() Owner or Agent Contractor The foregoing instrument was acknowledged before me this 11 ¢" The foregoing instrument was acknowledged before me this 14 day of flpi ;4. , 20 l i , by /- iVeinE W hoiv't►Fe3 - to" , day of flpig , 20 t I , by rh on 4.5 ? FF'SIE . , who is personally known to me or who has produced who is personally known to me or who has produced. As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: .4.4,6-e. Sign: ▪ ►� CAROL L. BOWES Print: 0. AOL f. P- ee1E _. P0 Si? CAROL L. BOWES • °= MY COMMISSION # DD76285b My Commission Expire , EXPIRES February 27, 2012 ' Vii°, A-31-A 'r= MY COMMISSION # DD762855 (407) 398-0153 Florida NotaryService.com EXPIRES February 27, 2012 (407) 3913 -0153 FloridalloterySarvics.com +krk*rk*rksk**** k*tlr*rkrprk% k +k+k***Sh* H=**jk***B=h *+ AHr% ksk# *akrk*+ R*rk*+krkW*4+*&rle****=krk**** ( ask** ' Iaek**** rkik+ kMr N+> K*rNrhrkgk$ *ik*rN**rN*B :rk***4:***** n A a r / ' : f Plans Examiner Zoning Print: C'ARoL L, Tao My Commission Expires: 1-017- Aola APPROVED BY (Revised 07 /10 /07)(Revised 06 /10/2009)(kevised 3/15/09) Signature Structural Review Clerk THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE 7V3UL INSR SUB WVD POUCY NUMBER POLICY EFF (MMIDD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS GENERAL — LIABILITY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ PREM S ( RENTED PREMISES (Ea occurrence) $ - 1 CLAIMS -MADE I OCCUR MED EXP (My one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER — 1 POLICY n JECT 1I LOC PRODUCTS - COMP /OP AGG $ $ AUTOMOBILE — — LIABILITY ANY AUTO AUTOS OWNED HIRED AUTOS — D ULED NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Par accident) $ $ UMBRELLA LIAR EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED 1 1 RETENTION $ $ A AND EINPSOYER COMPENSA A TION Y! N ANY PROPRIETOR/PARTNER/EXECUTiVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A WSLTHPE00008207 12/31/2010 01/01/2012 X I TOY LIMITS I I ER EL EACH ACCIDENT $ 1,000,000 E.L DISEASE - EA EMPLOYEE $ 1,000,000 EL DISEASE- POUCY LIMIT $ 1,000,000 B WC Statutory Limit WSLTHPE00030001 01/23/2011 01/01/2012 EL Each Accident EL Disease Each EE) EL Disease (Po Lmt) $ 1,000,000 $ 1,000,000 $ 1,000,000 $ $ DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) Coverage is extended to the leased employees of alternate employer (Alabama, Colorado, Florida, Georgia, Illinois, Michigan, Missouri, North Carolina, South Carolina, Tennessee and Texas Operations Only):Tiki Aluminum Products, Inc. (Effective 9/1/10) Miami Shores Village Bldg. Department 10050 N.E.2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ' ACORD CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTERTHE COVERAGE AFFORDED BYTHE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in Ileu of such endorsement(s). PRODUCER Risk Transfer Programs, LLC 219 East Livingston Street Orlando, FL 32801 INSURED CoAdvantage Holdings Corporation 3350 Buschwood Park Drive Suite 200 Tampa, FL 33618 CONTACT NAME: PHONE 866 481 - 9363 (A/C. No. Eat): FAX (A/C, No): E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE INSURER A :CastlePoint National Insurance Company INSURER B :Tower Insurance Company of New York INSURER C : INSURER D : INSURER E : INSURER F : DATE (MIWDD/YYYY) 04/13/2011 NAIC # 40134 44300 COVERAGES CERTIFICATE NUMBER:LAK4HJ4U REVISION NUMBER: CERTIFICATE HOLDER ACORD 25 (2010/05) Page 1 011 @ 1988-2010 ACORD CORPORATION. AU rights reserved. The ACORD name and logo are registered marks of ACORD ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID EV DATE(MM/DD/YYYY) AUTHORIZED PR 8 —...0 i TIRIALU 04/14/11 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION A ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE SLATON INSDRANCE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O. Box 220537 ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. West Palm Beach FL 33422 $ 1000000 X Phone: 561 683 - 8383 Fax: 561 - 684 - 5995 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A. Southern Owners Insurance Co. 10190 INSURER B: Soto- owners Insurance Company 18988 Tiki Aluminum Products Inc. INSURER C: HIRED & NON OWNED Fort auderd8le 33311 INSURER D: GEN'L AGGREGATE LIMIT APPLIES PER: — 1 nav ear.. INSURER E: POLICY JEC LOC MIAMISH Miami Shores Village Building Dept 10050 NE 2nd Ave Miami Shores FL 33138 wnann .1W 10111/14 M.\ SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION 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 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED PR 8 —...0 i THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD L INSRC TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DDIYY) POLICY EXPIRATION DATE (MMIDD/YY) LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY 72584658 -11 03/01/11 03/01/12 EACH OCCURRENCE $ 1000000 X PREMISE rence) $ 300000 CLAIMS MADE X J OCCUR MED EXP (Any one person) $ 10 0 0 0 PERSONAL &ADVINJURY $ 1000000 X HIRED & NON OWNED GENERAL AGGREGATE $ 1000000 GEN'L AGGREGATE LIMIT APPLIES PER: — 1 PRODUCTS - COMP /OP AGO $ 1000000 POLICY JEC LOC B r AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS 4222218700 03/01/11 03/01/12 COMBINED SINGLE LIMIT (Ea accident) $ 500000 BODILY INJURY -(Per person) $ X X BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: • AGG $ EXCESS/UMBRELLA LIABILITY — 1 EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNEREXECUTIVE OFFICER/MEMBER EXCLUDED? S If yyes IAL PROV describe unde ISIO r NS below PEG • 1 TORY LIMITS 1 1 R E.L EACH ACCIDENT $ EL DISEASE - EA EMPLOYEE $ E.L DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS © ACORD CORPORATION 1988 ALK 4 uad)L> ' "S° • 440 G.d IIY r.e a 174..Kw 4 't' A DEPT sr1otOMANCE WMtui,FEDERAL ryan white,Rpiry muss white, Ate IMULATOS A4e- oRDIAN S �' g n). ‘;;;;:( 56 xGO ,0 8g4k boy so'x60" 3 Ltv Sb "� 702 ® s-O r k . - - 6 O 'a s-o" `f g " s S , WIND LOADS FOR COMPONENT AND CLADDING FROM FBC TABLE 1609.6.2.1(2 Zone 5 = 10% of the least horizontal dimension or 40% of the mean roof height, which ever is smaller, but not less than 4% of the least horizontal dimension or 3'feet. For effective wind areas between those given, use the load associated with the lower effective area. Effective Wind Area Zone 15 Ft. 20 Ft. 25 Ft. 30 Ft. 35 Ft. 40 Ft. 45 Ft. 50 Ft. 55 Ft. 60 Ft. Sq. Feet +42.7 +45.5 +47.7 +49.4 +51.2 +52.6 +54.0 +55.1 +56.1 +57,2 10 4 -46.2 -49.3 -51.6 -53.5 -55.4 -56.9 -58.4 -59.6 -60.7 -61.9 +4 +43.5 +45.5 +472 +...6 9 2 +52.6 +53.6 +54.6 20) -44.4 -47.3 -49.6 -51.4 -53 -54 -56 -57.3 -58.4 -53.2 +40.8 +42.7 +44.2 +45.8 +47.1 +48.3 +49.3 +50.2 +51.2 5 .-44.6 - 46.7 -48.4 -50.2 -51.6 -52.9 -54.0 -55.0 -50.2 +36.3 +38.7 +40.5 +42.0 +43.5 +44.7 +45.9 +46.8 +47.7 +48.6 100 4 -39.9 -42.6 -44.6 -46.2 -47.9 -49.2 -50.5 -51.5 -52.5 ..47,9 +42.7 +45.5 +47.7 +49.4 +51.2 +52.6 +54.0 +55.1 +56.1 +57.2 10 5 -57.1 -60.9 -63.7 -66.1 -68.4 -70.3 -72.2 -73.6 -75.0 -78,5 +40.8 +43.5 +45.5 +47.2 +48.9 +50.2 +51.6 +52.6 +53.6 +54.6 20 5 -53.2 -56.8 -59.4 -61.6 -63.8 -65.6 -67.3 -68.6 -70.0 -71.3 +38.2 - +40.8 ` +42.7 +44.2 +45.8 +47.1 +48.3 +49.3 +50.2 +51.2 50 5 -48.2 -51.3 -53.7 -55.7 -57.7 -59.3 -60.9 -62.1 -63.3 -64.5 +36.3 +38.7 +40.5 +42.0 +43.5 +44.7 +45.9 +46.8 +47.7 . 100 5 -44.4 -47.3 -49.6 51.4 -53.2 -54.7 -56.2 -57.3 -58.4 -59.5 WIND LOADS FOR COMPONENT AND CLADDING FROM FBC TABLE 1609.6.2.1(2 Zone 5 = 10% of the least horizontal dimension or 40% of the mean roof height, which ever is smaller, but not less than 4% of the least horizontal dimension or 3'feet. For effective wind areas between those given, use the load associated with the lower effective area. COUNTY M IAM MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hurst Awning Co., Inc. 6865 NW 36th Ave. Miami, FL 33147 S COPE: 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 revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves theright to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: " HT -100 " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 06 -341, titled " HT -100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by Thornton- Tomasetti Group, dated September 14, 2005, last revision #0 dated September 14, 2005, signed and sealed by V.J. Knezevich, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or maiuufacture 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 # 06- 0328.01 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 Iielmy A. Makar, P.E., M.S. o /2,01/7,007 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 .WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX .005) 375 -2908 www.miamidade.gov NOA No. 07- 0822.01 Expiration Date: 01/13/2013 Approval Date: 10/29/2007 Page 1 Hurst Awning Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99- 0816.02 A. DRAWINGS 1. Drawing prepared by Knezevich & Associates, Inc., titled "HT100 Accordion Shutter," Drawing No. 99 -802, dated July 23, 1996, revision #6 dated June 10, 1999, sheets 1 through 6 of 6, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 99 - 0036. C. CALCULATIONS 1. See Association's generic approval under 99 - 0036. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 99 - 0036. E. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated August 3; 1999, certifying this product to meet the criteria of product tested and approved, and • allowing Hurst Awning Company Inc., to use the test results approved under Dade County Approval No. 99 -0036, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Hurst Awning Company, Inc., dated August 3, 1999, signed •by Mr. Frank S. Cornelius: • 3. Letter by Knezevich & Associates, Inc., dated August 10, 1999, . certifying that the drawing (No.. 99 -802) prepared for Hurst Awning Company, Inc., signed and sealed by Mr. V. J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No. 96 -168). 4. Acceptance letter issued to Mr. Frank S. Cornelius on September 21, 1999 and returned signed by Mr. Frank S. Cornelius on September 21, .1999, indicating to • please issue the proposed Notice of Acceptance as submitted and reviewed. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99- 1110.01 A. DRAWINGS 1. None. B. TESTS 1. See Association's generic approval under 99 - 0036. C. CALCULATIONS 1. See Association's generic approval under 99 - 0036. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 99 -0036. E -1 a my A. Makar,.P.E., M.S. Product Control Examiner NOA No. 07- 0822.01 Expiration Date: 01/13/2013 Approval Date: 10/29/2007 Hurst Awning Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. STATEMENTS 1. Acceptance letter issued to Mr. Frank S. Cornelius on December 7, 1999 and returned signed by Mr. Frank S. Cornelius on January 11, 2000, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0315.09 A. DRAWINGS See NOA 02 0315.09 (General Notes) B. TESTS See NOA 99 1110.01 C. CALCULATIONS See NOA 99 1110.01 D. MATERIAL CERTIFICATIONS See NOA 99 1110.01 E. STATEMENTS See NOA 99 1110.01 F. OTHER See NOA 99 1110.01 4: EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02- 1227.02 A. DRAWINGS 1. Drawing No. 02 -643, titled "HT100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by V.J. Knezevich, P.E., dated October 17, 2002, last revision #1 dated December 04, 2002, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 02 - 0799. C. CALCULATIONS 1. See Association's generic approval under 02 - 0799. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 02 -0799. E -2 4. e lmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0822.01 Expiration Date: 01/13/2013 Approval Date: 10/29/2007 Hurst Awning Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. STATEMENTS 1. Letter by Knezevich & Associates, Inc., dated December 19, 2002, certifying that the drawing (No. 02 -643) prepared for Hurst Awning Company, Inc., signed and sealed by Mr. V. J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No. 02 -458). 2. Acceptance letter issued to Mr. Frank S. Cornelius on January 14, 2003 and returned signed by Mr. Frank S. Cornelius on January 15, 2003, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 5. . EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06- 0328.01 A. DRAWINGS 1. Drawing No. 06 -341, titled " HT -100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by Thornton - Tomasetti Group, dated September 14, 2005, last revision #0 dated September 14, 2005, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 05 - 0321. C. CALCULATIONS 1. See Association's generic approval under 05 - 0321. D. QUALITY ASSURANCE 1. By Miami - Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 - 0321. F. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated March 14, 2006, certifying this product to meet the criteria of product tested and approved, and allowing Hurst Awning Co., Inc. to use the test results approved under Miami Dade County Approval No.05 -0321, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Hurst Awning Co., Inc, dated March 21, 2006, signed by Frank Cornelius. 3. Letter by Thornton - Tomasetti Group, dated March 14, 2006, certifying that the drawing (No. 06 -341) prepared for Hurst Awning Co., Inc , signed and sealed by Mr. V. ,J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No.05 -509). E -3 my A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0822.01 Expiration Date: 01/13/2013 Approval Date: 10/29/2007 Hurst Awning Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. See Association's generic approval under 05 - 0321. C. CALCULATIONS 1. See Association's generic approval under 05 - 0321. D. QUALITY ASSURANCE 1. By Miami - Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 - 0321. STATEMENTS 1. F. Acceptance letter issued to Mr. Frank S. Cornelius on October 28, 2007 and returned signed by Mr. Frank S. Cornelius on October 29, 2007, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. E -4 y A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0822.01 Expiration Date: 01/13/2013 Approval Date: 10/29/2007 4.07 *" 4.534" .060" 2.586" 250" .949" 1.391" 2" MIN. -5' MAX. 1.891" ANGLE SCALE: HALF SIZE .211;' 2.795" 1.039" 659" 1.840" .060" 60" 45" • 375" 5t t .360" SCALE: FULL SIZE 10550" P rj + 80' 7. 88 ;7. 1 400' .375" R .055" .641" .250" 3.283" • • tn 141 0 M O '0 O t1 = .055" fit = .076'1 HEADER -CLG. OMOUN TED SCALE: HALF SIZE PROM= WiEfitti) sg IfiksidinCcdfa 0 Z ■ 0 ; I:40 Q HEADER -WALL MOUNTED SCALE: HALF SIZE 3.993" S2 4.478" 1 ADAPTER SLAT SC GENERAL. NOTES; 1. THESE APPROVAL DOCUMENTS RE R SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING CODE, 2004. 2. TO VERIFY THAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS, NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 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 WINO LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004 A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO 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, TH BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED A 0 SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL' BE SUBMITTED TO TfrE 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 AN SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICAN ZONE AREAS, ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: HURSTAWNING COMPANY, INC MIAMI, FLORIDA MIAMI -DADE COUNTY PRODUCT APPROVED 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER (VERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N. 12. ALL SCREWS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY, STAINLESS STEEL, ui OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS TO BE 3/16"�, 5052 ALUM. ALLOY. U.O.N. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 14. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVAB .E ANCHORS SUCH AS POWERS CALK -IN ANCHORS. 15. THIS SHUTTER SYSTEM IS PATENTED WITH THE U.S. PATENT AND TRADEMARK OFFICE, PATENT No. 5,755,270. ® BUILD-OUT WALL HEADER SCALE: HALF SIZE 2.775" 151° 1.350" , soo" (OPTIONAL) @ LOCKING CLIP SCALE: HALF SIZE t1 = .0551 t2 = .076' 1 = .055" f2 = .076" t3 = .097" ® SILL-WALL MOUNTED SCALE: HALF SIZE NLESS STEEL BLY LE 2.984" 2 ,,x-211" ® ADJ' SILL -TOP SCALE: HALF SIZE 150" 3.245" 3.049" .248 .060 80" 315" R .055" .500" - 1.533" ADJ. SILL -BOT. ALTERNATIVE SCALE: HALF SIZE OAD.1. BOE. .080' .250" 949" 1.391' 1.891" 0 4 O CENTER MATE 1 (wi LOCKING ROD) 9d SCALE: HALF SIZE .505" R m co t = .200" 0 4 I .040' 0 rR WALKOVER SILL LOCKING ARM ALIGNMENT INSIDE HANDLE 16 FLOOR MOUNTED 1 BUSHING s 18 SHIM H .095' .435" R .135" R 42 0 N N 942" .050" .025 (TYP.) j 1.250" 1 0 9O END SLAT Ge SCALE: HALF SIZE 1.250" .659" 2.101" ® FLAT END SLAT SCALE: HALF SIZE 3.465" 3.267" .510" I.D. .630" 0.0. .165" I.D. .285" 0.0 .060" t 1.039" 60" 60" •345" ® LOCKING ARM SCALE: HALF SIZE 1.250" .050' PRODUCT REV EFED as complying VA FieriMa Finitliar, Code Ac;.eeianw No 0 Expire:43,a Dolt CoRtd AS NOTED [design by VIK c 0, O U E 0 0 0 O 0 1- so 0 0 N 0' 0, 0 U • ®CENTER 2 2"-.1445g146..: Rc i • • V Knew h SCALE: HALF SIZE • Professional Ertl:Pager • ••• • F License N8,� dGfi4e3 date 09/14/2005 (drawn by CRJ (checked-by V)K 1 06 -341 sheet 1 of 7 Z 0 F. U w V) w w SECTION TOP TR TYPICAL ELEVATION N.T.S. UTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. "917111, . 0 1 1 �� 11 ■ 0 (TYP.) 6 -1/2" 8 (TYP.) 6 -1/2" • FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP.) VARIES - NO LIMIT OF SH [ I I I I I I I 111] �DII I�0110I 0 OPTIONAL DRILL 5/8 "0 HOLE FROM BOTTOM OF EXTRUSION U4 BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) PLAN VIEW ALT. LOCATION OF LOCKING MECHANISM AT SIDE SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED IDE OR OUTSIDE LOCKING MEC . ISM CAN BE • ABOVE OR BE ' CENTER ENERAL NOTE 10) MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE ME - • -1-tt� TYP VIEW SCALE: 3" = 1' -0" Pe VI 3/4" MIN. S E FASTENER /7 MAX. 1 "x1 "x1/8" ALUM. ANGLE W/ 3/16 "0 POP RIVETS @ 6" O.C. JOINT BETWEEN REMOVABLE AND FIXED SILL SECTION S REMOVABLE FLOOR TRACK DETAIL SCALE : 3 "= t- 0" USED WIiN PIECES OAND ® LOCKING PIN SCALE: 1,1/2" = 1' -0" ER &Q SSEMMBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 2" MI SINGLE ARM LOCK N.T.S. SINGLE ARM LOCK N.T.S. - SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER - SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 8 (TYP.) SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" = 1' -0" 3/4" MIN. S FASTENER SCHEDU 1 -1/2" MAX. T { I PLAN VIEW 3/16 "0 POP NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N.T.S. 1 "x1 "x1/8" JOINT BETWEEN REMOVABLE AND FIXED SILL NYLON HANDLE (DOES NOT REPLACE SINGLE ARM L000 OPTIONAL CLOSER HANDLE N.T.S. MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3 "= 1'- 0" OPTIONAL PLAN VIEW SCALE: 3" = SCALE: HALF SIZE SSELY OPTIONAL LOCATION •C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING XISTING STRUCTURE SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CARRIER BUSHING 7/16" 0.D. 0.63" LONG NYLON TOP BUSHING 1 0 #10 x 2" SMS. MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON' STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .050" THICK 3.00 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) 3/8" 0.0. x 0.90" LONG NYLON eotTOf BUSHING #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL. W/ XYLAN 5200 FLUOROCARBON COATING & .460"0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY FASTENER (T 24" 0.C. (SEE ANCHOR SCHEDULE 2" MI FOR ANY ACCEPTABLE {• ANCHOR). • •• • • • •.• • • •• •• ••• • • • • • ••.• • • •• • • • • • •• • •• •• • • • • • • • PROD' I. Me Cm • Z.Z. G) toga -s.1 r 0 13 s1=x7':x • PRODUCT REVISED , xs-ngrly4ag milli Ike Floale*I B 4 ��a Code • ) A za2 ^Eee Nop - o3'• 0 ELpirrte Mite 48 / 1 . r. [ :zit D93 a ct Cedrei Division • • CC W 0) 0 cc 0 0 0 0 T I— t Z > u c d 0 0 E 0 0 .L F-' '0 0 0 N O L o` •>. 0. U V Z a 0 ifs U r 0 0 �7 J. Knezevich ro R Li Wo t 0983 • •• • • • • • • sce AS NOTED design by VJK �fl06 dace 09/14/2005 (drawn by MCR checked by ' VJK 06 1 sheet 2 of 7 I SEE G w 0 w EMBED. 5/8" MAX. 1/2" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C2 CONNECTION TYPE REFERENCE ANCHOR CHEDULE FOR MAX. S° CING R ASSEMBLY VERY OTHER P C2 CONNECTION REFERENCE A SCHEDULE F SPACING 5/8" MAX. O W MOUNTS ON A SCALE: " MAX- 1/4" AX— EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING 0 CONT. 0 CONT. 1/2" 1/2" 11 CONT 11 CONT. NOTE: BOTTOM MOUNT DETAIL MAY BE USED AT TOP. °BUIL D -OUT MOUNT SECTION SCALE: 3" = 1' -0" w (11 1/2" SEE TABLE 2 GLASS OR DOOR 3/16 "0 POP RIVET OR 1412 TEK SCREW @ 6" 0.C. (TYP.) ASSEMBLY 1 "x1 "x1/8" ALUM. ANGLE W/ 3/16 "03 POP RIVETS @ 6" 0.C. C5 CONNECTION TYPE HOR REFERENCE ANCHOR MAX SCHEDULE FOR MAX. SPACING 11 CONT. TWO 1/4 -20 MACHINE BOLTS W/ NUT OR #14 TEK SCREW @ 12" 0.C. (TYP., TOP & BOTTOM) SEE TABLE 2 9- 3/16" MAX 1/2" ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. ! " SPACING BUT DO NOT EXCEED 6" SPA NG 11 CONT. 1/2 1/2" 11% 1/4 -20 MACHINE BOLT W/ NUT p 12" 0.C. (TYP., TO & BOTTOM) 5/8" ROLLER ASSEMBLY 1/2" TYP. EVERY OTHER 1/4" MAX. " MAX. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. Q. E0. EDGF DIST. EDGE DIST; ® �IUNWINSIDE MOUNT SECTION SCALE: 3" = 1' -0" P EXISTING CONCRETE, MASONR OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3/16 "41 POP RIVET @ 6" 0.C. (TYP.) 1/4" MAX. zw QJ a wNa ZOW J J <JD � QO w E Q VI O BUILD -OUT MOUNT SECTION SCALE: 3" = 1' -0" EDGE DIST OR D00R 1/4" MAX. W - w 0 OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPO.RT - STAGGER ANCHOR 1/4" OFF CENTER C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C1 CONN REFERENC SCHEDULE SPACING TYP. TO 1/2" C1 CONNECTION REFERENCE ANC SCHEDULE FO SPACING 5/8" MAX TING CONCRETE, MASONRY OD STRUCTURE. SEE SCHEDULE, TYP. EXISTING WOOD TRUSS OR RAFTER @ 24" MAX. 0.C. ON TYPE ANCHOR R MAX. R AX. 11 CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE.SCHEDULE 1 TYPE C) C2 CONNECTION TYPE REFERENCE ANCHOR C1 CONNECTION TYPE SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT DO NOT SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING SPACING 1/4 -20 MACHINE BOLT W/ WI 1/2 TYP. .., UT @ 12" 0.C. (TYP., TOP r -- i & BOTTOM) C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 11 CONT. - FOR LARGER SPANS SE TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) /8" MAX. ° BUILD -OUT MOUNT SECTION SCALE 3 _ V-0" 1 3 EXISTING WOOD OR STUCCO FINISH MATERIAL & BOTTOM EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. —1/4" MAX. z z Q" < a.w 0. +nm • a W • Ol J J • Q O = X� .a w X XL/ Q wN z w tn —1/4" MAX. TOP & BOTTOM #14 SMS fad 24" O.C. MAX. IN BETWEEN TRUSSES SEE TABLE 2 EMBED. 1 -1/2' -1/2' WOOD SOFFIT/ � FLOOR MOUNT SECTION SCALE: 3" = 1' -0" GLASS o 1- w _ 0 w t- C C = Z f- w a —1/4" MAX. 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "0 WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD @ EACH RAFTER OF TRUSS, 24" 0.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS z 4' - a.w tn-1 3Q o}- J UJ J a � X 0 a Fu wu w to 1/4" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. $PACING EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 2" x 2" x .050" ALUM. TUBE TYP. TOP & BOTTOM BUILD -OUT MOUNT SECTION D SCALE: 3" = 1' -0" C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 -1/2" SPACING 5/8" MAX. 0000 • • • ••0 • • • •• • ••• • 0000 • • • 00 00 • • • • •••0 • 00.4 • • • • •• •• .00 • • • • 1000; & • X11,: RE'V;D eezar, with the 011.4"Lr iitexttin CS?2N Accapitlaze No 0 - 8.01 Exprat ao t b .0o8 BY :tai T s?t "s az: G'1�ist~i *Ica • • • • PEODUCT RE 0 8 A L2. 0 1 • 0 U N E 0 0 I ‘o 0 0 N s a 0. 0 U U z D 0 0 W to O 0 H = ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2 ., x 5 .. 5' -0" 9' -S" Tw = .125" 8' -0" 8' -1" Tf = .125" 1 "0' -0" 7' -6" 5' -0" 14' -0" 2 "x8" 8' -0" 11' -6" Tw = .072" Tf = .224" 10' -0" 10' -4" 2" x 9" 5' -0" 15' -S" • Tw = .072" 8' -0" 12` -5" Tf = .224" 10' -0" 11' -2" 141 co 0 M 0 • E 0 N 0 0 E • . EXISTING • STRUCTURE TWO 3/8 "0 POWERS CALK -IN ap 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. • EDGE DIST. OR FOUR 1/4"0 ELCO CRETE -FLE @ 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE OR DOOR TWO 3/8 "0 POWERS CALK -IN p 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST, OR FOUR 1/4 "0 ELCO CRETE -FLE @ 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE 5/8" MAX. 2 "x3 "x1/4" 6063 -T6 ALUM. ANGLE /-DETAILS V1 & THREE -1/4 "0 THRU BOLTS 1" MIN (MAX. DESIGN LOAD *72 PSF) O TOP SUPPORT BEAM DETAIL H SCALE: 3" = 1' -0" 1 -1/4 EMBL , 5 OR GLASS OR DOOR EXISTING STRUCTURE 5/8" I MAX. SEE TABLE 2 Tw ACCES HOLE 2 "x3 "x1/4" 6063 -T6 ALUM. ANGLE THREE -1/4 "0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD * 72 PSF) O BOTFOM SUPPORT BEAM DETAIL • SCALE: 3" = 1' -0• ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT (1 12" 0.C. USE THRU BOLT OR ACCESS F OLE AS SHOWN IN DETAILJ 1/4" MAX. z 0_ V) CC W 1- 1- X z NOTE: 1. USE BEASCHEAULE FOR DETAILS Q9 AND( . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM QOF SUPPORT TO fL OF SUPPORT. t" 3/16 "0 POP RIVET OR #12 TEK SCREW @ 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT @(� 12" O.C. PROVIDE 1 "0 ACCESS HOLE IN BOTTOM OF. BEAM OR USE THRU BOLT AS SHOWN IN DETAIL SCALE : 3 "= 1'- 0" DRILL 5/16 "0 HOLE 1.00" SCALE : 3"=1*- 0" GLASS R DOOR PLYWOOD AND STUCCO FINISH 5/8" MAX. DRILL 7/16 "0 HOLE DRILL 5/16 "0 HOLE 1.13" 3.00" (MAX. 1.12" SEE TABLE 2 1.88" 3.00" 3.75" t 6.00" 1.88" 3.00" 1.12" ANGLE DETAIL USING CALK -IN ANCHOR 21/2" 1.00" O ANGLE DETAIL USING CRETE -FLEX ANCHOR CC 1- 1- D X OWALL MOUNT SECTION - USING 2" x 6" P.T. WOOD PLATE SCALE: 3" = 1' -0" OR DOOR PLYWOOD AND STUCCO FINISH 5/8" MAX. SEE TABLE 2 GLASS 0 DOOR 3/16 "0 POP RIVET OR #12 TEK SCREW @ 6" O.C. (TYP.) 1/4 -20 S.S. MACHINE SCREW & NUT @ 12" O.C. PROVIDE 1 "0 ACCESS HOLE BACK SIDE FOR FASTENING TWO 1/4 "0 S.S. LAG SCREW (a1 24" 0.C. MAX. W/ 1 -3/4" PENTR. IN CENTER OF STUDS 1"x3 "x1 /8" OR 1 "x4 "x1 /8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD * 72 PSF) � WALL MOUNT SECTION -. USING ALUM. TUBE SCALE: 3" = 1-0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 40 ASSEMBLY C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR DGE DIS4. SCHEDULE FOR MAX. SPACING 0 CEIUNG/INSIDE MOUNT SECTION L FOR WOOD PLATE USE 1/4 "0 SCALE: 3" = 1' -0" S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO WOOD PLATE @ 12" O.C. TWO 1/4 "0 S.S. LAG SCREW f 24" O.C. MAX. W/ 1 -3/4 ". I PENETRATION IN CENTER OF STUDS 2" x 6" P.T. WOOD PLATE DESIGN LOAD' 72 PSF) nl'r ESICEPia atrestvitiii tho '�` Bradkg . o o82Z a E .4.- :ask 3 _Z. Q. EQ Z1/2" Miami E� Eivisba 0 m 11 1/4" MAX. 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING • • 4 ••••i 3/16' 0 POP RIVET • @ 6" O.C. (TYP`).. a /4" • MAX. •••• • DUCa 6 wrisptiflag whit the :471.7.-Afin E441 Cede vi:>4t C'oa S 1/4" ••• •••• •a— a— <- Wci tn ow .• ' 4O • Qu ••4 • • • • •• 4 • •. •• 4 • V.J. Knew Ch R License No. PE 0983 •• •, • �• • • • u Jy .. fi r 4V06 • rn .0, 0 0 • 0. U 0 .0 ■ 0 J i 0 (4 0 4. J • • • • • •• • • • • • (are 09/14/2005] A.1 NOTED) design by 0. 0 U 4) O 0 0 1- '0 0 0 N Cr 0. 0 V u Z a 0 0 ce z W } ce V1 0 0 F dawn by MCR checked by • VIK nw n no. 0 d 6 -341 (sheet 4 of 7 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) . TYPE A ALL MOUNTING CONDITIONS EXCEPT 000 (FT - IN) TYPE B DETAIL ®F OR DETAIL © W/ SINGLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE C DETAIL DOUBLE ANGLE REQUIRED 3_3/4" MAX. B.O. (FT - IN) TYPE D DETAIL Q 9- 3/16" MAX. B.O. (FT - IN) 30.0 13 - 1 12 - 4 13 - 1 12 - 7 38.0 13- 1 11 -0 13- 1 11 -2 40.0 12- 11 10 -8 12 -5 10- 11 48.0 0 9 -9 10 -4 10 -0 0 12 - 1 9- 4 9- 7 9- 7 56.0 11 - 11 9 -0 9 -0 9 -3 61.5 11 - 7 8- 7 8- 7 8- 10 63.3 11 -6 8 -6 8 -6 8 -8 66.8 10- 11 8 -3 8 -3 8 -5 67.5 10 -9 8 -3 8 -3 8 -5 71.2 10 - 3 8- 0 8- 0 8- 2 75.0 9 -8 7 -8 7 -8 8 -0 81.4 8- 11 7- 0 7- 0 7- 4 86.8 8 -5 6 -7 6 -7 6- 10 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6 -.1 4 -9 4 -9 5 -0 130.0 5 -7 4 -5 4 -5 4 -7 140.0 5 -2 4 -1 4 -1 4 -3 150.0 4- 10 3 -10 3 -10 4 -0 160.0 4 -6 3 -7 3 -7 3 -9 170.0 4 -3 3 -4 3 -4 3. -6 W7 (0 0 I) 0 0 O 0 c c v 0 o, o v to 0 0 0 a 0 • t) I CO 1- rn 0 U MIN ALT. CLOSURE DETAIL SCALE: 3" = 1' -0" 3 #10 TEK SCREWS OR 3-3/16"0 ALUM. POP RIVETS (TYP.) 2 "x2 "x1 /8" ALUM. TUBE' 6063 -T6 ALLOY FASTENER 24" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) #10 x 1/2" GALVANIZED SMS OR 3/16 "' ALUM. POP RIVET @ 18" O.C. 1 "x1 "x.055 "•1 "x2 "x.055 "; 2" x 3" x .055" ; 2" x 4" x .055" OR 2" x 5" x..125" AL. ANGLE FASTENER (i 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) ® ALT. CLOSURE DETAIL SCALE: 3" = 1' -0" 1 "X 2 "x1/8" ALUM. ANGLE NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE Q 'CORNER CLOSURE DETAIL SCALE: 3" = 1' =0" 2 "x2 "x.125" ALUM. ANGLE CONT. 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS @ 24" O.0 STRUCTURE O , LF OF USE MALE OR FEMALE AS REQUIRED ALT. CORNER CLOSURE DETAIL SCALE: 3" = 1-0" A B L E 1 #10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET © 18" O.C. 1" x 1" x .055" ; 1" x 2" x .055 2" x 3" x .055" ; 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE #10 TEK SCREW OR 3/16 "0 ALUM. POP RIVET © 24" O.C. (TYP.) TWO 1/4 "0 FASTENERS EACH ANGLE (SEE ANCHOR RC) SCHEDULE FOR ANY ACCEPTABLE ANCHOR) NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2• FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (.SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) 1 -1/4" z 0 N H D z N X z O ALTERNATE FLOOR MOUNT DETAIL SCALE: 3" = 1' -0" z Q 0_ L w J 0° o J Jw QJ Qw Zu wtn w - 1/4" MAX. EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER @ 8" 0.C. ANY SCHEDULED FASTENER IS ACCEPTABLE PRODUCT UNWED =temp !Flag witka rite M-Itts '4 C 0 8 07 -0 Z Z.0 b on PRUDUCT R i , Z p .. CIA t.k4 Rae& Pkrislaa i s3) :as s :' 6' rat eT • ••• •• • •••• • • • 4 •• 4 • • •• 4 • • 4 • • • ••••i • 00 ffl (:1 vl M N. .3 E v 0-0 - 0'o V =,0 a �M 3 N rst o �h vrng I • � N � z- ov scale AS NOTED design by VIK n. 0 E c 0 L , 0 0 0 N 0 . 0 cc W F- I-- C/) Z 0 0 cc 0 0 0 Q 0 CD T 7 = V J. Knezeich PnafesssonaI Englheer FL License . , &10983 • • ••• • • r 449 0 6 • . • 0, O in 0 vr m 0 0 0 0, V N date 09/14/2005] drawn by MCR checked by VIK drawing no. 06 -341 sheet 5 of 71 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAD (W) (PSF) D (W) . ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS LESS AN OR E . THAN TO 30' ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS GREATER HA N GRE 30 T ' ABOVE GRADE (INCHES) i 30.0 5 - 0. 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4. 40.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 12 -11 3 -3/4 3 50.0 5 - 0 2 -7/8 1 -1/2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/2. 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 . 1 -3/4 11 - 0 . 3 1 -3/4 11 - 8 •3 -3/4 3 70.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/d+ • 10 - 4 3 2 -5 /g• • • 80.0 5 - 0 2 -7/8 1- 1/`2 7 - 0 2 -7/8 1 -3/ i••• 8 -.0 2 -7/8 1- 77$. 11 - 0 3 -1/8 3- 1/0■•••• 12 - 1 4 - ' 4 ••'• 90.0 5 - 0 2 -7/8 1 -1 /Q • • • 7 - 0 2 -7/8 • • 1 -3/.4 • 8 - 0 2 -7/8 2'..' ; 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 100.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 9 - 0 3 '2-3/4 10 _ 3 3 3 W7 (0 0 I) 0 0 O 0 c c v 0 o, o v to 0 0 0 a 0 • t) I CO 1- rn 0 U MIN ALT. CLOSURE DETAIL SCALE: 3" = 1' -0" 3 #10 TEK SCREWS OR 3-3/16"0 ALUM. POP RIVETS (TYP.) 2 "x2 "x1 /8" ALUM. TUBE' 6063 -T6 ALLOY FASTENER 24" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) #10 x 1/2" GALVANIZED SMS OR 3/16 "' ALUM. POP RIVET @ 18" O.C. 1 "x1 "x.055 "•1 "x2 "x.055 "; 2" x 3" x .055" ; 2" x 4" x .055" OR 2" x 5" x..125" AL. ANGLE FASTENER (i 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) ® ALT. CLOSURE DETAIL SCALE: 3" = 1' -0" 1 "X 2 "x1/8" ALUM. ANGLE NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE Q 'CORNER CLOSURE DETAIL SCALE: 3" = 1' =0" 2 "x2 "x.125" ALUM. ANGLE CONT. 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS @ 24" O.0 STRUCTURE O , LF OF USE MALE OR FEMALE AS REQUIRED ALT. CORNER CLOSURE DETAIL SCALE: 3" = 1-0" A B L E 1 #10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET © 18" O.C. 1" x 1" x .055" ; 1" x 2" x .055 2" x 3" x .055" ; 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE #10 TEK SCREW OR 3/16 "0 ALUM. POP RIVET © 24" O.C. (TYP.) TWO 1/4 "0 FASTENERS EACH ANGLE (SEE ANCHOR RC) SCHEDULE FOR ANY ACCEPTABLE ANCHOR) NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2• FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (.SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) 1 -1/4" z 0 N H D z N X z O ALTERNATE FLOOR MOUNT DETAIL SCALE: 3" = 1' -0" z Q 0_ L w J 0° o J Jw QJ Qw Zu wtn w - 1/4" MAX. EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER @ 8" 0.C. ANY SCHEDULED FASTENER IS ACCEPTABLE PRODUCT UNWED =temp !Flag witka rite M-Itts '4 C 0 8 07 -0 Z Z.0 b on PRUDUCT R i , Z p .. CIA t.k4 Rae& Pkrislaa i s3) :as s :' 6' rat eT • ••• •• • •••• • • • 4 •• 4 • • •• 4 • • 4 • • • ••••i • 00 ffl (:1 vl M N. .3 E v 0-0 - 0'o V =,0 a �M 3 N rst o �h vrng I • � N � z- ov scale AS NOTED design by VIK n. 0 E c 0 L , 0 0 0 N 0 . 0 cc W F- I-- C/) Z 0 0 cc 0 0 0 Q 0 CD T 7 = V J. Knezeich PnafesssonaI Englheer FL License . , &10983 • • ••• • • r 449 0 6 • . • 0, O in 0 vr m 0 0 0 0, V N date 09/14/2005] drawn by MCR checked by VIK drawing no. 06 -341 sheet 5 of 71 ANCHOR SCHEDULE I FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD MIN. 3/4° EDGE DISTANCE . (W) P.S.F. MAX. (SEE NOTE 1) SPANS UP TO 5 -8 (SEE NOTE 1). SPANS UP TO 8' -0" (SEE.NOTE 1) SPANS UP TO 9' -O" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 aoOM t1111U111111\I111111iVUlha 45.0 12 12 12 9 7 12 12 12 6 5 12 12 12 5 4 12 9 9 3 3 57.0 12 12 12 7 5 12 12 12 5 3 12 12 12 4 3 12 5 4 3 1/41-3/4E" 0 WOOD LAG W/ T ATI THREAD PENTRATION SHEAR PARALLEL OR PERP. TO WOOD GRAIN 73.0 12 12 12 5 4 12 9 9 3 3 12 6 6 3/ 12 5 4 3 105.0 12 9 8 3 3 12 5 4 3% 12 5 4 3 12 5 4 3 170.0 12 5 4 3 / / 12 5 4 f 3 // 12 5 4 3/, 12 5 4 3� 0 1) I0 co 0 0 N 0 0 c 0 0 v co 0 E c ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS i i oytl 45.0 57.0 73.0 105.0 170.0 12 12 12 12 11 12 12 12 7 4 12 12 12 7 4 12 12 10 7 6 11 8 6 4 '3 12 12 12 11 11 12 12 8 4 4 12 12 8 4 4 wav ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) 1■ 111111111%111111111111111111111> 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT (MIN. 3,100 Ps.L CONCRETE) 1/4 "0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN. 3,000 Ps L CONCRETE) 11 1/4 "0 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT (MIN. 3,000 Ps1 CONCRETE) * eeei111l1i,1eellefeeel1 e 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT (MIN. 3,300 P.S.I. CONCRETE) " _ LCO_ HEX - TAPCON/ HEX HEAD TAPCON W/ 1 -3/4" EMBED (MIN. 3,320 Ps.L CONCRETE) 1/4 "0 ELCO CRETE FLEX W/ 1 -3/4" MIN. EMBEDMENT (MIN. 3.350 P.S.I. CONCRETE) 45.0 57.0 73.0 105.0 170.0 45.0 57.0 73.0 105.0 170.0 45.0 57.0 73.0 , 105.0 57.0 73.0 105.0 170.0 45.0 57.0 73.0 105.0 170.0 MIN. 2° EDGE DISTANCE • MIN. 3U EDGE DISTANCE SPANS UP TO 5 (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 12 12 12 10 8 12 12 12 12 12 12 12 11 8 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5 5 3 12 12 12 8 5 4 12 12 12 11 11 4 12 12 12 12 4 4 12 9 7 5 4 12 10 8 5 10 8 6 • 4 12 12 12 12 12 10 7 6 12 12 12 12 12 10 8 8 7 4 4 6 7 6 4 3 i 9 7 5 4 3 6 5 3 11 6 4 3 11 6 4. 3 SPANS UP TO 8' -0' (SEE NOTE 1) SPANS UP TO 9' -0' (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) SPANS UP TO 5 - 8' (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYP CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 .C2 C3 C4 C5 12 12 10 8 8 12 12 12 12 12 12 10 8 6 12 12 •12 12 12 12 12 12 12 12 12 12 5 3 3 12 12 9 5 12 "10 4 12� 12 8 4 4 12 12 8 4 12 8 5 12 12 6 4 11 9 10 6 3 8 3 / 4 / 12 5 5 3 9 4 3 4 8 3 4/ 12 4 3 4/ 3 4 11 3 // 4I 8 3 5 /) 4/ 8 8 3 4 9 12 12 9 12 12 12 4 12 9 5 12 12 12 7 12 12 12 6 12 5 4 12 12 8 6 6 12 12 9 •5 12 6 6 5 12 5 4 12 4 4 12 5 4 4 12 5 .4 12 4 4 12 8 4 12 5 4. 12 - 12 12 7 12 12 12 6 4 4 12 3 / 10 5 9 7 8 12 8 4 4 7 3 3 4 3/ 12 3 4 ©' 6 �� 3 de/40, 3 4 AMIMIMEITIOMITMOIDDR 12 12 7 12 12 9 6 12 8 7 4 12 4 6 3 12 4 6 3 12 12 12 7 12 12 9 6 12 8 7 4 12 4 6 3 12 4 6 3 12 12 12 12 12 12 12 6 5 4 4 4 4 12 12' 12 12 6 5 4 4 4 4 7 4 10 I 1 12 12 12 11 • 12 8 12 112 12 8 11 4 12 5 5 6 11' 4 11 4 4 6 11 4 11 4 4 6 11 11 7 12 8 5 12 6 4 12 6 • 3 12 6 " 3 12 11 7 12 8 5 12. -6 .4 12 6 3 12 6 3 12 5 5 5 3 12 12 12 12 4 12 8 8 7 4 12 4 4 6 .3 12 4 4 6 3 12 4 4. 6 3 12 4 4 6 3 12 8 8 7 4 12 4 4 6 3 12 4 4. 6 3 12 4 4 6 3 12 4 4 6 3 12 12 12 12 6 3 12 12 12 11 6 12 12 12 5 12 12 12 8 4 12 12 12 10 6 12 12 12 10 12 12 12 6 3 12 12 12 11 6 12 12 12 4 12 12 12 7 4 12 12 12 10 5 12 12 1'2 �10 5 12 9 11 7 9 5 6 3 5 3 12 1 12 11 12 8 9 6 7 5 12 7 10 6 9 12 7 4 5 3 12 12 12 9 12 7 8 5 7 4 12 12 12 11 12 8 9 6 7 4 12 12 12 11 12 8 9 6 7 4 SPANS UP TO 8' -0' (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 12 12 11 9 9 12 12 12 12 12 12 12 9 7 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 6 3 3 12 12 12 6 6. 12 12 5 12 12 8 4 4. 12 12 11 6 6 12 12 11 6- 6 12 12 6 3 3 12 12 11 6 12 12 5 12 12 8 4 4 12 12 10 5 5 12 12 10. 5 5 10 8 6 5 5 12 12 9 7 7 9 5 4 12 11 7 12 12 9 7 7 12 12 9 7 5 4 3 3 10 8 6 5 5 4 3 8 6 5 4 4 9 7 4 4 9 7 6 4 SPANS UP TO 9'-0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3 C1 C2 C3 C4 CS 12 12 10 9 9 12 12 12 12 12 12 10 8 7 12 12 12 12 12 12 12 10 4 3 12 12 12 12 12 12 12 12 12 12 12 12 6 4 4 12 12 6 12 12 7 6 12 12 3 12 12 6 12 9 3 12 12 5 4 4 12 12 7 6 7 5 5 12 12 7 5 5 12. 9 10 7 12 7 10 6 12 8 10 7 8 5 12 8 10 7 SPANS UP TO (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 12 6 6 12 6 6 12 6 6 12 8 8 12 10 10 12 6 5 12 6 5 12 6 5 12 6 5 12 10 10 12 6 5 12 6 5 12 6 5 12 6 5 4 SEE PAGE 7 FOR ANCHOR NOTES Dode • • • • MO= ri■EHMAI) gjalffis b k Mang Cer,§ . • • • • • 0 2 rn rtt men 7 cc cc 0 KdeZtifiCh • 0 .0 co 0 cr a. • • • • • r I AS e NOTED (design by 0 0 re tuo 240 6 • 0 0 date 09/14/2005 (drawn by 1 MCR checked by vIK 0 I EXIST. STRUC. Cr • 0 O 0 0 0 12 10 12 8 10 6 3 4 ANCHOR TYPE ■ 111111111111t11111111 ►> 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT ti 1 1/4 "0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW t a U 1/4 "0 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 7111714:1 15151t111511MM1551> < IHID11R1 mm 1 /4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT 1/4" ELCO TEXTRON. HEX - FLANGE TAPCON/ HEX HEAD TAPCON W/ 1 -1/4" EMBED LOAD (W) P.S.F. MAX. (SEE NOTE 1) 4.5.0 57.0 73.0 105.0 170.0 45.0 57.0 73.0 105.0 170.0 45.0 57.0 73.0 105.0 170.0 45.0 57.0 73.0 105.0 170.0 45.0 57.0 73.0 105.0 170.0 45.0 57.0 12 10 7 5 4 12 12 10 7 5 12 9 7 5 4 12 12 11 8 6 12 12 10 7 5 12 12 170.0 5 12 12 10 10 7 7 12 12 12 12 10 10 3 3 J1 1/4 "0 ELCO CRETE FLEX . 73.0 10 10 W/ 1 -1/4" MIN. EMBEDMENT 105.0 7 12 12 12 12 11 11 4 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. 2" EDGE DISTANCE SPANS UP TO 5` -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9 -0" (SEE NOTE 1) SPANS UP TO 13 -1" (SEE NOTE 1) SPANS UP TO5' - 8" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPa CONNECTION TYPE • (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1. C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 7 4 9 9 9 5 3 8 8 8 4 5 3 3 3 12 12 12 8 5 10 10 10 6 3 9 9 9 5 3 6 3 3 3.• ' 6 5 5 3 4 4 .4 A 11 11 11 6 4 8 8 8 4 Afila %fi "/J. 7 ,5 % % ©% 6 4 ,, 5©', % ©% © © © ©' ©'��' ©��" 8 8 8 5 3 6 © © © I /, ® �' ©' / / " ©' . ' / P - gi © %© .'�i"© "i"EI"�'�REENFM " ©I MEI MPR '©IMEI N 10 ' �/ 1 2 2 1 1 12 2 12 2 2 9 17 2 7 5 4 9' 8 1 1 1 10 2 12 8 1 9 " 6 �A 1 '® "© ".'ta©wr" 8 4 4 3 7 ! 97 4 97 BBBHB8��899J.® 8 8 -8 5 3 6 © © ®' ©�' ©'��ii/ / ©' AMMICINTAMMELMENNEENZWEIVIIMINIVIERINIMEIECINEEIN 5 3 7 7 7 4 .7 9 7 t 5 3 12 12 12 12 12 10 6 12 12 12 10 10 12 12 12 8 5 10 10 10 4 4 ilimilitor 12 12 12 6 4 8 4 4 �"©' ® CIE' N CISS©;i "©' CI"©/., "©' 10 TA 12 12 12 12 7 12 12 12 8 8 12 12 12 10 5 11 10 10 6 6 ' / / 12 12 12 7 4 8 12 12 10 3 3 4 5 �'i ©' ©r rA 8 , 4 4 5 3 7 " ©' ©�1 ®'1 " ©' 12 10 01 12 12 12 12 7 12 2 12 8 12 12 12 10 5 11 = / , � 6 r Jj � 12 12 12 7 4 8 7 3 ' ©" ©' © EEM ANEW 8 4 4 5 3 7 'VI©' IE"©' E"CI'i AVIIIMEINEEEZEIMELZIONEEINFWIAIMELVAIMMEIVIOUREINVAIrd MIN. 3" EDGE DISTANCE SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9 -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 CS 'C1 C2 C3 C4 CS C1 C2 C3 C4 C5 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. , ES ANCHOR CONDITIONS WHICH • • • • • •• • • •••• • • •••• •• •• ••• • ••• •• • •••• • • •••• • •• • • • • •• • • • • .• • •••• • • • • • • • ••• • as gag raft 0 W 1-- co 0 cc O 0 0 0 0 0. 0 v !Q c 0 1 0 L F.. 0 0 N 01 T 0 0 0 °J Prof o e tnWr • R License qIo • ■01j983 • • • • • • o) O •• • ••• o • • C z o d n ;. < 0 0 1 N 7 0 a 0 a CD CO 0 P srak AS NOTED design by • VJK '0 06 1 •• • •• • dace 09/14/2005] drawn by MCR checked by VIK dra==g 06-3 (sheet (sheet 7 of 7 1 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TABLE 1, PAGE 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING REFERENCE ANCHOR R SCHEDULE FOR PROPER HOLLOW CHOR TY E BASED OON RAMING. OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. VARY. EXISTING IL VERIFY FASTENERS ARE INTO WOOD FRAMING WOOD MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION 8 -1/2" 0.C. 12. FOR BUILD -OUT MOUNT SECTION 6" O.C. E NOT ACCEP ANCHOR SPACING SHALL NOT EXCEED ANCHOR SPACING SHALL NOT EXCEED FRO MM' REY Saw Co3lp /a_'ag crlit 041 e $a�8 Cca ep 3s at - O 2. m -'�47� Pry ma