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WS-11-1114Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 162719 Permit Number: WS -6 -11 -1114 Scheduled Inspection Date: August 03, 2011 Inspector: Bruhn, Norman Owner: SWEISBERGER, ROBERT Job Address: 1245 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: FERGOSA INC- Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060143780 Phone: (305)823 -2073 Building Department Comments INSTALLATION OF HURRICANE SHUTTERS ROLLS DOWNS 3 ACCORDIANS Passed j G j�� U °- 1 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- 162682. CREATED AS REINSPECTION FOR INSP- 161119. All shutters must have anchors exposed. NB ec August 02, 2011 For Inspections please call: (305)762 -4949 Page 42 of 47 (61/-(1/1 121(o(II 4ou_ 8 iami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDIN OWNER: Name (Fee Simple Titleho er): Address: City: A/ Permit No. ,`d y- us, - Master Permit No. ROOFING Se' 5 . t /, ,,fit? 9 Phone#: State: i!,(1 `sue Zip: F 3 / ) Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: = / 2'7 `tje- 9' ?ea- City: Miami Shores C Folio/Parcel #: f 1 r /Z 0018 3 7 dD Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: 9 NA) Miami Dade Zip: 33 ria NO Flood Zone: &Ie .-=1 er City:'r I . State: Odl Qna1i r Name: J / 0 /t) State Certification or Registration #: Phone#: 3)5 323- 203 Zip: X0`1 � ) Phone: MS 803-71993 Certificate of Competency #: 15* a 0 44 9 Contact Phone#: g %.c iZ -44493 Email Address: ,%0 Pe/2h R L DESIGNER: Architect/Engineer: i/4'M;Ut� `riotsbt rEe t, Phone s i 5 62;173/V1 a% ,a ., < Value of Work for. tbir Petemit: $ 1 1; J V() Square/Linear Footage of Work ONew ORepair/Replace Type of Workz OAddition XiAlteration Description of Work: _ 5p-e-4, bet) De i)Akiehitig /J/ 1pi ijt . Submittal Fee $ 50 .W Permit Fee $ 3'6 of CCF $ COICC $ Scanning Fee $ PAID Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 4162' 6 Bonding Company's Name (if applicable) Bonding Company's Address r/ a 4. ®K � City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address ''� City State 1 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 he absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Fr+' // Owner or Agent The foregoing instrument was acknowledged before me this ___ day of /11 , 20 ®L , by 1 &:3 c` -, 25-e°,° who is personally known to me or who has produced As identification and who did take an oath. r , , o ' FX' I'r�S! A1UG. 21, 201 &_901012:94 'Mufti NOTARY PUBLIC: Sign: w' f� Print: 9 sa -/F f' » Contractor The foregoing instrument was acknowledged before me this 2 , day of F t , 20 LL, by who is personally known to me or who has produced My Commission Expires: , e 3 2e; 21.9 • as identification NOTARY PUBLIC: Sign: J' Print: 4. CAMMISSIoN #DD706973 .= a'lnESTAVG. 21,2011 s r. My Commission Expires: 6 . z o' %S +,. **********war ******** * *** �**** * *** ��e****** ***�k** **** * * **** * *** * * * ** a******* ** *** **w+e+ *** * * *** * ****** I- D BY Plans Examiner Structural Review ;lsed 07 /10 /07)(Revised 06 /10t2009)(Revised 3/15/09) 1 Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION /� PERMIT NOW /'I_1 111 4 TAX FOUO NOl/ 320 &V4' 7(7) 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. 1. Legal description of property and street/address: 111111111111111111111111111111111111111111111 :FN 2011R0461782 OR Bk 27755 Ps 0002; (1ps)) RECORDED 117/13/2011 12:56.499 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUWTYr FLORID LAST PAGE Space above reserved for use of reco .CA' 2. Description of improvement: ur,i/ 0!,ee s4itiff%/S 3. Owner(s) name and address: /26Se, >L 5t0 eK.4 el G,' Interest in property: oamer Name and address of fee simple titleholder ple titleholde 4. C bnt YS r /O W ?9d s q v& 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: 11-09- 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be Section 713.13(1)(a)7., Ronda Statutes, Name, address and phone number. „ served as -provi Lby, <- V o 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in So 713.13(1Xb), Florida Statutes. O Name, address and phone number: / T 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) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Managgr. Prepared By Prepared By !J " Q Print Name F�i Title/Office Print Name TitIe/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE _ The • going i .1 m = was acknowledged before me this 26 day of k By < <:::.' 1 dividu -_ , or ❑ as IN Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: ,O /r for (SEAL) VERIFICATION= PURSUANT TO ECTION 92525. FLO IDA STATUTES Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Sig ;y re(s) of k B .^ t• ,., '•Lc+'.cOMIMlSSIDN #D1 ,ST8 wwW.AARONNOTARY.cmn s) or.Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By 123.01 -52 PAGE 3 3'10 17g I -A-41 Permit No: 11 -1114 Job Name: June 23, 2011 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 2nd 1) Provide wind load design pressures signed and sealed by a licensed Architect or Engineer for each opening. 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 CT B Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY O5BS FyR ?§ D.B:Ati, FERNA'��EZ JULIA N Is certified under the provisions of Chapter 10 of Miami -Dade CJ ty` VALID FOR CONTRACTING UNTIL09 /3Qi2Q12 0029 QUALIFYING TRADES) METAL AWNG & SHUTR Herminio Gonzalez P.E. Secretary of the Board Miami -Dade County retains all property rights herein. MIAMFPADE FIRST -CL;;` U.S, POSTAGE 7-PAID MIAMI, FL PERMIT NO. >': 555404'x: BUSINESS NAME / LOCATII FERGOSA INC- -9695. NW 79: AVE 33016 "HIALEAH,wGARDEN INER FERGOSA Sec, Type of Business THIS ' Is 012,6A S� CIALTY BUSINESS TAX RECEIPT. IT. !DOES NOT PERMIT THE r HOLDER TO VIOLATE ANY <_ EXISTING REGULATORY OR ZONING ' LAWS OF THE COUNTY OR CITIES.. NOR J, DOES IT. EXEMPT, THE ■ s. HOLDER FROM ANY OTHER ;PERMIT 'rOR.s. LICENSE r REQUIRED BY LAW. THIS IS "NOT A CERTIFICATION OF =: r.THE HOLDER'S QUALIFICA-, T QNS. * "PAYMENT RECEIVED MIAMI-DADE COUNTY TAX „COLLECTOR: 0.9/03/201 09010104001. 000045.00 SEE OTHER SIDE DO NOT FORWARD FERGOSA INC JULIO FERNANDEZ PRES 19540 BELVIEW DR MIAMI FL 33157 111119! 111/1/911 i I J... 119919119119911 11111 ii I11 ,97 114-11 - 17 -GUI J. tU7. 1 1 r r om: jJJJo.)` 414 1 ACCORD, t'a9e: 1' 1 CERTIFICATE OF LIABILITY INSURANCE DATE 05/19/11 ' NY) PROS Supra Ibstuance At We Kendall 9835 SW 72 St 5102 Miami, FL 33173 Pixie (305)3834464 INSURED FergOsa Inc 9695 NW 79 Ave 934 H IALEAH,FL,33016 . I3°5 COVERAGES Fax (305)3834467 THIS CERTIFICATE IS SUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSIIRERSAFFORDiNGCOVERAGE NAIC 4 IN9URERA GRANADA IP JRANCE INSURER B: INSURER C: INSURER D: INSURER E THE POLICIES OF INSURANCE USTED HAW BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING AMY REOUtREP ENT, 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. AGGREGATE LENTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR ADM TYPE OF INSURANCE POLICY NUMBER : ?i'i NERD GENERAL LIABILITY P COMMERCIAL GENERAL LL.A&ITY ❑ 0 CLAIMS MADE IA OCCUR GEN'L AGGREGATE LMT APPLIES PER ❑ POLICY ❑ PROJECT Q ix= AUTOMOBILE UmnY ❑ ANY AUTO ❑ ALL MINED AUTOS ❑ ❑ SO4EOULEDAUTOS ❑ HIRED/UM ❑ NON OWNED AUTOS A 0 0 GARAGE LIABILITY ❑ 0 ANY AUTO EXCESS I {UMBRELLA LIABB.RY ❑ ❑ OCCUR ❑ M ARAS MADE ❑ DEDUCTIBLE ❑ RETENTEIN WORKERS COIISATIONAIID EMPLOYERS' UAJNUTY ANY PROPRIETOR /PARTNER 1 EXECUTIVE Y� OFFICER U MEMBER OCCLUDED? Alandatary In NH) If yes. under SPECIAL PROVISIONS bar OTHER GA J7GVRGL POLICY EFFECTIVE ICY EXPIRATtai CATE tWEVe Ym DATE (R l fIYYY) Ltta3Ts EACH OCCURRENCE OANAGE 04/18/2011 04118/2012 S TO RENTED MED EXP it are Person) PERSONAL &ADV INJURY 1,000,000 50,0CC 5,000 1,000,000 GENERAL AGGREGATE 1.000,000 PRODUCTS - tX OP PLR; COMBINED SINGLE LIMIT (Er aerideat) BODILY INJURY (Pm parson) BOBBY ALI URY (Par oxide* PROPERTY DAMAGE (Pee AUTO ONLY- EA ACCIDENT OTHER THAN AUTO ONLY: EA ACC AGG EACH OCCURRENCE AGGREGATE ❑OLINTS ❑ R TiRY E.L EACH ACCIDENT EL DISEASE - EA EMPLOYEE EL DISEASE - POLICY LII4i7 DE8 RWTION OF OPERATIONS I LOCATIONS / VEHICLES I EXCLUSNIDIS AIMED /SPECIAL PROVISIONS CERTIFICATE HOLDER M ARAN SHORES VILLAGE 10050 NE 2nd AVE MAN SHORES , FL 33138 CANCELLATION SNOW-DAM OF THE ABOVE DESCRIBED POLICIES se CAN-CU-LW .W mare ac I EXPIRATION DATE THEREOF THE ISSUING INSURER WIN. ENDEAVOR TO MAIL 30 DAYS WRIT' NOTICE TO THE CERTIFICATE HOLDER NA11IE0 TO THE LET. BUT FAILURE TO DO SO SHALL AVOW NO OSLUGAT1ON OR LIAEP_2TY OF ANY KIND UPON THE ASSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE } ACORO 25 (2009101) QF .n 191111.2 1309 ACORD CORPORATiOH. Alt rights reserve&. TIN ACORD name and logo are registered marks of ACORD 04 -14 -2009 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL DEPARTMENT OF FINANCIAL SERVICES DIViSION; OF WORKERS' COMPENSATION * * CERTIFICATE; qF ELECTION TO. BE EXEMPT FROM FLORIDA - WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the . individual listed below has elected to be exempt from Florida. Workers' Compensation law. EFFECTIVE DATE:. 05/19/2009 PERSON: FERNANDEZ FEIN: 200909680 BUSINESS NAME AND ADDRESS: FERGOSA INC 9895 NW 79TH AVE STE 34 HIALEAH GARDENS = FL1':33018 -2529 EXPIRATION DATE: 05/19/2011 JULIO N SCOPES OF BUSINESS OR TRADE: 1- AWNING /SPECIALISTCONT(5102) • IMPORTANT: Pursuant to Chapter 440 .'05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing 1 certificate of election under this section may not recover benefits ar compensation under Ole chapter: Pursuant to Chapter 440.05112), F.S„ Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440,05(13), F.S. Notices: of election to be exempt end certificates of election to be exempt shell be subject to revocation if, it any time after the filing of the notice or the laeaence of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time Far failure of the person named on the certificate to meet the requirements of this section. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06. STATE OF FLORIDA _ DIVISION F DEPARTMENT COMPENSATION CONSTRUCTION OFELEC� TOR BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 05/19/2009 EXPIRATION DATE: 05/19/2011 PERSON: JULIO N FERNANDEZ FEIN: 200909880 PLEASE CUT OUT THE CARD BELOW QUESTIONS? (850) 413 -1609 AND RETAIN FOR FUTURE REFERENCE BUSINESS NAME AND ADDRESS: FERGOSA INC 9695 NW 79TH AVE STE 34 HIALEAH GARDENS, FL 33018 - 2529 SCOPE OF BUSINESS OR TRADE 1- AWNING/SPECIALIST CONT(5102) 2- SHUTTER INSTALLATION IMPORTANT 0 Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this ID whnnfnr Pursuant to Chapter 440.05(12), F.S., Certificates of election to be RH exempt.. apply only within the scope of the business or trade listed on the notice, of election to be exempt E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates' of election to be exempt shall be subject to revocation If, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall reVoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. i CUT HERE * Carry bottom portion on the Job, keep upper portion for your records. QUESTIONS? (850) 413 -1609 VC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 JEFF' ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL 'SERVICES- DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF , ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' "Compensation law. EFFECTIVE DATE: PERSON: FEIN: 05/13/2011 FERNANDEZ 200909680 BUSINESS NAME AND ADDRESS: FERGOSA INC 19540 BELVIEW DRIVE MIAMI FL, 33157 EXPIRATION DATE: 05/12/2013 JULIO SCOPES OF BUSINESS OR TRADE: 1- AWNING /SPECIALIST C1NT(5102) 2- SHUTTER INSTALLATION IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed oq the notice of election to be exempt. Pursuant to Chapter 440.05(131, F.S., Notices of election to be exempt and certiticates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION' INDUSTRY I CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW • EFFECTIVE: 05/13/2011 EXPIRATION PERSON: JULIO N FERNANDEZ FEIN: 200909880 BUSINESS NAME AND ADDRESS: FERGOSA INC 19540 BELVIEW DRIVE MIAMI, FL 33157 PLEASE CUT OUT THE CARD BELOW AND RETAIN DATE: 05/12/2013 SCOPE OF BUSINESS OR TRADp 1- AWNING /SPECIALIST CONT15102) 1 2- SHUTTER INSTALLATION IMPORTANT OPursuant to Chapter 440 05(14), F.S., an officer of a corporation who elects; exemption from this chapter by filing a certificate of election I- under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed on Rthe notice of election to be exempt E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any, time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a- certificate. The department shall revoke a certificate'at any time for failure of the person named on the certificate to meet the requirements of this section. ; QUESTIONS? (850) 413- 1609 CUT HERE * Carry bottom portion on the `Job, keep upper', rtion for your records. .0 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 RN1M ENGINEERING. INC. Structural Design 2100 W. 76 Street, Suite 311 Hialeah, Florida 33016 ROBERT S. MONSOUR P.E. # 11955 305- 822 -3141 21,d SUN 2 1 DESIGN WIND PRESSURE CALCULATIONS FOR WINDOWS DOORS AND 11U1 TERS (ASCE 7 -05 FLORIDA BUILDING CODE 2007) Company's Name : FERGOSA INC. Client's Name : ROBERT SWEISBERGER Client's Address : 1245 NE 96 ST. MIAMI SHORES, FL.33178 DESIGN CRITERIA Mean Roof Height = 35\' ft. Minimum Building Width = 75 \' ft. Roof Incline (degrees) =18 ° Applicable Zone for Unit = 4, 5 Tributary Area =10 ft2 Exposure : C ( 146 mph wind speed) Type of Occupancy : Residential Type : 60mm Bertha Roll -Up Shutter Product Approval No. 05- 1116.07 I DESIGN VELOCITY PRESSURE (q) q= 0.00256 • Kz • Kzt • Kd • V2 • I Kz = 1.01 (Table 6 Exposure "C ") I = 1.0 (Table 5 Building Category "I ") V = 146 M.P.H. (Fig. #1) Kzt =1 Kd = .85 q = 46.84745216 P.S.F. h =35\' ft Roof Incline (degrees) : 18 IEXTERNAL PRESSURE COEFFICIENT: Gcpi I (As per figure 3a) (Coefficients reflect 10% reduction when roof incline <= 10 degrees) Gcp 4 = + 1 and -1.1 Gcp 5 = + 1 and -1.4 I INTERNAL PRESSURE COEFFICIENT : Gcpi I Applicable Gcpi (Table -9) Gcpi = +1- 0.18 DESIGN PRESSURE : p (P.S.F) P = Q[GCp +1- Gcpi] (Table 4) Positive p 4 & p = 46.84745216 [ + 1 + 0.18 ] = + 55.280 p.s.f. zone 4 and 5. Negative p 4 = 46.84745216 [ -1.1- 0.18 ] _ - 59.965 p.s.f. zone 4. Negative p 5 = 46.84745216 [ -1.4 - 0.18 ] _ - 74.019 p.s.f. zone 5. As per Dade County Product Approval No.05- 1116.07 1. Wind Loads are determined in accordance with the Florida Building Code 2007 ASCE 7 -05 2. Wind load calculations are based upon a mean roof height as noted, Contractor shall verify mean roof he Itin(1 field and notify engineer if higher than noted. 3. The maximum positive and negative wind loads for the building zones and noted abov labeled adjacent to a building. values are 4. End zones for this installation are those areas within 3.0 feet of the exterior corners o the . uilU,ing. mow --FRG SE? Awnings & Shutters 1 DRAWING NOT TO SCALE ACC #23) 40X29 Acc #1) 216X105 Acc #2) 43X83 RD#22) 16X41 RD#21) 21X14 RD#20) 33X53 RD)#1935X53 14) 39X86 RD#16) 39X53 RD#15)52X53 ROBERT SWEISBERGER FIRST FLOOR ACC= ACCORDIONS RD= ROLLDOWNS 9695 NW 79 Avenue #34 • Hialeah Gardens • FL 33016 • Tel: (305) 823-2073 • Fax: (305) 823 -3441 www.fergosainc.com r-11 11M11 s aZ Awnings & Shutters RD #29)51 X86 NO RD#23) 60X35 RD #24)39X64 NO RD #25)43X64 RD #28)52X48 RD #27)52X48 RD##2666 }52X4 NO RD #30)44X62 RD #31) 31X62 SECOND FLOOR NO 9695 NW 79 Avenue #34 • Hialeah Gardens • FL 33016 • Tel: (305) 823-2073 • Fax: (305) 823 -3441 www.fergosainc.com 'i'' • BaChnetals 8315 NW 74 Street. Miami, F133166 Date: Municipality: Building Official: Phone: 305 -406 -0944 Fax: 305 -406 -0946 Shutter Product Approval Authorization Form 4/2.-t/i (5/t) ve6 Ay/ B &C Metals Enterprise, Inc. Is the Dade County Notice of Acceptance Holder for the follow- ing: "Protector" Aluminum Accordion Shutter System Acceptance No. 08- 0926.12 This letter authorizes 10# � to utilize our shutters at the following job /locatio Sincerely )P4erT 6-46-' pg 96 s "eel --/ g Mies ,-e, a ; / /) ji Torsten Buchholz B &C Metals Enterprise, Inc. President. This form must accompany the application for the building permit and shall become part of the permit documents. The authorized signature must bear the raised corporate seal of the company holding the Miami -Dade County No- tice of Acceptance r BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) B & C Metals Enterprise 8430 N.W. 72nd Street Miami, Florida 33166 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: " Mid- Pressure and Hi- Pressure Blades " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 07 -301, titled "Mid- Pressure & Hi- Pressure Blades Accordion Shutter System ", sheets 1 through 15 of 15, prepared by Tilteco, Inc., dated 12/04/2007, last revision #1 dated 11/05/2008 signed and sealed by Walter A. Tillit Jr., P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and the approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIAMI•DADE COUNTY APPROVED )1,/ 0 4/toos NOA No. 08- 0926.12 Expiration Date: 12/04/2013 Approval Date: 12/04/2008 Page 1 B & C Metals Enterprise NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 07 -301, titled "Mid- Pressure & Hi- Pressure Blades Accordion Shutter System", sheets 1 through 15 of 15, prepared by Tilteco, Inc., dated 12/04/2007, last revision #1 dated 11/05/2008 signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Uniform Static Air Pressure Test of accordion shutter, prepared by Fenestration Testing Laboratory, Inc., Report No. 5534, dated 04/16/08, signed and sealed by Mr. Michael Wenzel, P.E. 2. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of accordion shutter, prepared by Fenestration Testing Laboratory, Inc., Report No. 5644, dated 06/21/08, signed and sealed by Mr. Carlos S. Rionda, P.E. C. CALCULATIONS 1. Comparative analysis and anchor calculations prepared by Tilteco, Inc., dated 06/04/2008, signed and sealed by Walter A. Tillit Jr., P.E., on 09/11/08. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Component drawings by ALU Cofer International. . F. STATEMENTS 1. Letter issued by Mr. Walter A. Tillit, Jr., P.E., dated September 11, 2008, stating that B & C Metals Enterprise, Mid - Pressure and Hi Pressure Blades Accordion Shutter System conforms to the 2007 Florida Building Code Section 2413. E -1 y A. Makar, P.E., M.S. Product Control Examiner NOA No. 08- 0926.12 Expiration Date: 12/04/2013 Approval Date: 12/04/2008 AVIttZeillOM Retractable Awnings - Tubular Motor, Shutter Product Approval Authorization Form Date: Mr. Building Official: Gentlemen: We are Dade County notice of acceptance holders for our ASSA 60mm Bertha Roll -up Shutter, Approved under number 05- 1116.07 to be used only at the follo'ving job site: Home or Building owner: Address: dye/ e-16 eyer aais City: er 3 Zip: / 2 Number of shutters: Note: Authorization must be signed and sealed by Francisco Castro befor it is valid. Any unauthorized use is prohibited. Francisco Castro President 8315 NW 74th Street Miami, Florida 33166 Tel: 305- 639 1855 Fax 305- 6 9 1853 MIAMFOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eurotec Inc. 8315 NIV 74th Street Miami, FL 33166 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 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) this product or material tested for ty) reserve the right to the accepted manner, the manufacturer gwill incur assurance es .of such testing product and material fails ripe perform in 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 Florida Building Code including the High Velocity Hurricane Zone. •DESCRIPTION: ASSAJ60mm Bertha Roll-Up Shutter APPROVAL DOCUMENT: Drawing No. 05 -153; titled "ASSA/ 60 mm Bertha Roll -Up ", prepared by Tilteco, Inc. dated 07/12%05, with last revision on 05/09/06; sheets 1. through 14 of 14 including IA & 5A bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved or MDCPCA ", 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 thi§'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 endorsernent'of any product; for sales, advertising or any other purposes • with any section of this NOA. shall be cause fo germination and removal ofe terminate NOA. Failure to comply ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Forida, and 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 is an association member of ASSA # 03 -0113 and consists of this page, evidence page as well as approval docurnent mentioned above. The submitted documentation was reviewed by Candice Font, P.E. NOA No 05- 1116.07 Expiration Date: July 06, 2011 Approval Date: July 06, 2006 Page 1 Eurotec, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWING 1. Drawing No. 05 -153, titled "ASSA/60 mni Bertha Roll-Up ", Sheets 1 through 14 including lA of SA, prepared by Tilteco, Inc., dated 07/12/05, with last revision on 05/09/06, signed and sealed by Walter A.Tillit Jr., PE. B • TEST 1. Test report on Large Missile Impact Test per PA 201, Cyclic Wind Pressure Test per PA 203. and Uniform Static Air Pressure Test per PA 202, of "Series: 60mm; Aluminum Roll Up Shutter", prepared by Fenestration Testing Laboratory, Inc., Report No. 2751, dated 08/2412000, signed and sealed by A. Acevedo, PE. 2. Test report on Large Missile Impact Test per PA 201of "Aluminum Storm Bar", prepared by Fenestration Testing Laboratory, Inc., Report No. 2760, dated 08/31/2000, signed and sealed by A. Acevedo, PE. C CALCULATIONS 1. Comparative analysis for slats; storm bars, headers and anchors using rational analysis dated 09 /14/00, pages 1 through 167 of 167, prepared by Tilteco Inc., signed and sealed by W. A. Tiilit Jr., PE. on 04 /06/01. D QUALITY ASSURANCE 1. Building Code Compliance Office. E MATERIAL CERTIFICATION 1. Tensile Test Report No. 13974.0001, per ASTM B 557, prepared by ATC Associates, Inc: dated 09/20/00, signed and sealed by S.E. black, PE. F STATEMENTS 1. Letter of Code Compliance issued by Tilteco, Inc., on 04/04/2001, signed and sealed by W. Tillit Jr., PE. 2. No-financial interest letter issued by Tilteco, Inc., on 04/04/2001, signed and sealed by W. Tillit Jr., PE. 3. Test compliance letter issued by Fenestration Testing Laboratory, Inc. on 04/30/2001, signed and sealed by A. Acevedo, PE. 4. Relinquishing test letter issued by Weather Guard, Inc. on 04/06/2001, signed by D. D. Thomas 5. Advise of purchase letter issued by American Shutter Systems Association, Inc, on 04/09/2001, signed by W. Feeley: 6. Manufacturer's letter issued by Eurotec on 10/17/05 and signed by F. Castro. 7. Component release letter issued by ASSA Inc. on 06/03/05 and signed i L. Santana_ E -1 Candido ' . Fon P. E. Senior Product Control Examiner NOA No 05- 1116.07 Expiration Date: July 06, 2011 Approval Date: July 06, 2006 1 M_ERAL„ NOTESL '1. ACCORDION' SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR Kd =0.85, IN ACCORDANCE WITH ASCE 7 -05 STANDARD. IN ORDER TO VERIFY THAT COMPONENTS & ANCHORS ON THIS PAD., AS TESTED, WERE NOT OVERSTRESSED, A 33 % INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS WI USED IN THEIR ANALYSIS. A DURATION FACTOR CD = 1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY REPORT: - MID - PRESSURE & HI- PRESSURE BLADES ACCORDION SHUTTER SYSTEM #5534 AND 5644 AS PER PROTOCOLS TAS -201, TAS -202 AND TAS -203. 2. MID - PRESSURE & HI- PRESSURE BLADES ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4. EACH WIND ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH SECTION 7. OF ASCE 7 -05 STANDARD. AL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE AP UED 1D THE CORRESPONDING WIND ZONE. THIS SHALL INCLUDE REQUIREMENTS FOR MIN. SEPARATION TO GLASS. DELIMITATION OF WIND ZONES 4 ANDS AS WELL AS VALIDITY OF COMPONENTS FOR ; . 111 ' Yb711 ,. • 411 41 ti • • k - P : ' AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND ASCE 7 -05 STANDARD. AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THEJJME PERMIT .IS APPUED FOR. 3. STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE # 14 x 2 3/4 ", 310 -HT MINIMUM SERIES W/ 135.0 ksi YIELD STRENGTH & 180 ksi TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATINGS AS MANUFACTURED BY WHITFORD Co, BOX 507. WEST CHESTER PA. 19381. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH FOR 6063 -T6 ALLOY IS Fy =25.0 ksi. & FOR 6063 -T5 ALLOY IS Fy =18.3 ksi. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018. 6. BOLTS TO BE ASTM A -307 GALVANIZED STEEL., OR AISI 304 OR 316 SERIES STAINLESS STEEL • WITH 35 ksi MINIMUM YIELD STRENGTH. 0;1 • 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE: f'c PER SCHEDULE ON SHEETS 10 & 15 - 1/4" 0 TAPCON, AS MANUFACTURED BY I.T.W. BUILDEX, INC. - 5/16 "0 TAPCON XL ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. INC. - 1/4" 0 x 7/8" CALK -IN ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC. (8) NOTES: A.1) MINIMUM EMBEDMENT OF 1/4 "0 TAPCON ANCHORS INTO CONCRETE IS 1 3/4" & FOR 5/16 "0 TAPCON XL ANCHORS INTO CONCRETE IS 2 1/4 ". A.2) 7/8" CAL(-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0 -20 S.S SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST. 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 A.1 & A.2 ABOVE. TO EXISTING CONCRETE BLOCK WALL: ASTM C -90. - 1/4" 0 TAPCON OR 1/4 "0 MAXI -SET TAPCON, AS MANUFACTURED BY I.T.W. BUILDEX, INC. - 5/16 "0 TAPCON XL ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX, INC. - 1/4" 0 x 7/8" CALK -IN ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC. NOTES: B.1) MINIMUM EMBEDMENT OF 1/4 "0 TAPCON ANCHORS & 5/16 "0 TAPCON XL ANCHORS. INTO CONCRETE BLOCK UNIT IS 1 1/4 ". 8.2) 7/8" CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. -N0- EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 S.S SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST AND 1" MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1 & B.2 ABOVE. (C) TO EXISTING WOOD FRAME BUILDING: SOUTHERN PINE #2 W/ G =0.55 MIN. - 1/4"0 TAPCON ITN / BUILDEX. INC. PER N.D.S. NOTES; C.1) MINIMUM THREADED PENETRATION OF 1/4 "0 TAPCON INTO THE WOOD FRAME UNIT SHALL SEE SECTION AW THRU DW ON SHEETS 7 & 8, NO THREADED PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. C.2) MINIMUM EDGE DISTANCE OF 1/4 "0 TAPCON INTO WOOD SHALL BE 2" C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE C.1 ABOVE. 8. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 1S TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL CENTERMATES AND. ENGAGE OR LOCK ALL LOCKS. 11. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE FEMALE CENTERMATE BLADE (COMPONENTS ® OR (9J. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: "MID - PRESSURE AND HI- PRESSURE BLADES ACCORDION SHUTTER SYSTEM" 0 & C METALS ENTERPRISE. MIAMI, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. 12. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TAO. • • • 13. (A) THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) PREPARED BY THIS ENGINEER 1S G INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS D (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INST THIS PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE /SHE DOES NO DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR (C) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIE (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED EN BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO P � •EN SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. PLUS•ANY• ... • ••••.• • .FDOVIDE .... s. • • •••••• OF • • TTIONS • • ;' • ••••• • (E) • • LL FOR E PROPER.: •••••••••• • NEER,. • • •.....• • THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED IT. Miami Shores Village WS- 1.1 APPROVED BY DATE ZONING DEPT BLDG DEPT C4:1( SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS - \lam Amami!! eumg4les =Ala ea PleitMe R�#3 IDitr si By F.B.C. (High Velocity Hurricane Zone) NOV 0 6 2000 0.E. SEAL /SIGNATURE /DATE MID - PRESSURE AND HI- PRESSURE BLADES ACCORDION SHUTTER SYSTEM DRAWN BY: R.E. /LA. /M.C.V. IT TESTING & ENGINEERING COMPANY 0.3=411. 36t : St.. Ste. 30530 8 N1 G(303)871-1531 R0 FLORIDA 33168 EB- 0006719 WALTER P TILUT Jr., P.E. FLORIDA Lic. 44167 B & C METALS ENTERPRISE 8430 NW 72 STREET MIAMI, FLORIDA 33166 PHONE:(305) 408 -0944 / FAX:(305) 408 -0848 12/04/07 DATE IIEV. NT DESgEP710N DATE 11314 lie DESCRIPTION DATE 07 -301 DRAWING No 3 2 4 SHEET 1 OF 15 - 14J3 OT ia eit'SiTASUrnn OVA PAJIM YWO nvA Trikrp, • 1.876" .787" 2.098" c lb Tyo� o ?s O • 900 • co 6063 -T5 ALLOY Fy (Min.) = 18.3 KSI 3.707° 3.382" .724" 4.370° 4.913° HI- PRESSURE BLADE 6063 -T5 ALLOY Fy_ (Min.) = 18.3 KSI 2.008° .394 °.849" N o' ®SLIM .CENT 6063 -T6 ALLOY 1.191" 11.669i °• 073° 6"� • ■ .29 MIMI 1.793" .299° •- 1.228" .815" 4.435" 13 THRESHOLD FOR ® & O 6063 -T6 ALLOY .255" THUMBTURN CYUNDER OR KEY CYLINDER 0.875" Min. 1.125" Max. 1.998" LARGE CENTERMATE FOR® 6063 -T6 ALLOY 4,,39 .051" -6063- 16 -Al Or- .063" typ. .703" .669" 3.520" ®CEIL NG HEADER FOR O 6063 -T6 ALLOY ENCLOSURE 6063 -T6 ALLOY 0 1.57" Min. 1.78° Max. UMBTURN CYUNDER- OR KEY CYLINDER 23 MORTISE LOCK FOR® 6063 -T6 ALLOY .125" typ. a� 00 0 3.158" 1.496° .406" I� t0 � N a 496° 441 "1.024 ".44t" 511° 10 INSERT FOR® 6063 -T6 ALLOY VARIES, 24" MIN. 1/4" 0 -20 S.S. CEFAL THUMBSCREWS ®CEILING HEADER FOR 6063 -T6 ALLOY LOCKING ROD FOR (1)& 6063 -T6 ALLOY AND TEMPER •2.000" MIN., 5.000" MAX. -- ANGLE 2 "x5" MAX.) 1/..8" FOR 1 6063 -T6 ALLOY COMPONENTS SCALE: 3/8"=1" .250" typ. 00 w N 3.555° 659 ".669" 2.226" ID O .138• r'1 059° a'' .510° .968" 3.226" .063° (2)HOLES FOR 3/16 "0 ALUM. POP RIVETS. .875" S .438° Gry�� >� ±1.344" • PUSH BUTTON LOCK FOR® .126° i0 3.811" CO CO LO rn 2.00b" MAX. .763" 1.593 " --•.- 5.530" WALL MOUNT HEADER MR 6063 -T6 ALLOY 7.000" MAX. J ANGLE 2.500 "x7 "(MAX.)x1 /4" FOR 2� 6063 -T6 ALLOY i x N 0 3.400" 3.227" 087" -- 1.500 "-d 4.900° ..VIII SILL - -ADJ U-STAB-LE_ 6063 -T6 ALLOY •••• • • ••••••• • • ±1/2 °•••• • • • • •••• •• •• • • •• • •••••• • • •M ••••• •••H • •••• • • • • • • ••••• • • 18 ?�•�;�- 2Q.1XISI 30.4••;• „SERIES S.S. '• THUMBSCREWg".FAR 16 •••• • •. • • • • • •• •• • •••••• • X y t 2" 2" 0.125" 3" 3" 0.090" ilc CORNER POST FOR 1J &(2) 6063 -T6 -ALLOY NOV 0 6 2000 P.E. SEAL /SIGNATURE /DATE 11ThrTITi71...w."1".00 INC. \ �(ll T TESTING & ENGINEERING COMPANY 8385 -N 36th. 5t. Ste. 305. VIRGINIA GARDENS. FLORIDA 33186 Phone : (305)871 -1530 . Fox : (305)871 -1531 EB- 0006719 WALTER A. TILLIT Jr., P.E. FLORIDA Uc. # 44167 - -..yr� °/w.'.°CS ery C:✓�Y x .ag pry S9YGai C • .1 24, - P OM i • •••••• • • F.B.C. (High Velocity Hurricane Zone) - MID- PRESSURE AND HI- PRESSURE BLADES ACCORDION SHUTTER SYSTEM DRAWN BY: R.E. /I.A. /M.C.V. B & C METALS ENTERPRISE 8430 NW 72 STREET MIAMI, FLORIDA 33166 PHONE(305) 408 -0944 / FAX4305) 408 -0946 12/04/07 DATE REV. NO DESCRIPTION GENERAL DATE 11/05/08 REV. No 3 DESCRIPTION DATE 4 07 -301 DRAWING No SHEET 2 OF 15 - 0 w NO w 5 23 J c=i1 2 0 1n w w ♦ NOTES ON LOCK ® & LOCKING RODS CO 1. ONE LOCK © SHALL ALWAYS BE USED AT SHUTTER'S MIDSPAN AT AA INSTALLATIONS. LOCK MAY BE INSIDE /OUTSIDE INSTALLED ATTACHED TO 88 • W /(2) 1/4"0-20x1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS SHOWN ON TYPICAL SHUTTER ELEVATION. 2. (2) LOCKING RODS ® SHALL ALWAYS BE USED TOP & BOTTOM AT SHUTTER'S CENTERMATES ® AT ALL INSTALLATIONS. LOCKING RODS CO SHALL BE SECURED W/ 1/4 " -20 THUMBSCREW �8 TYPICAL ELEVATION FOR MID — PRESSURE BLADE 4 N. T. .S. 4 NOTE: SEE SECTIONS A THRU D ON SHEETS 3 & 4. SEE SECTIONS AW THRU DW ON SHEETS 7 & 8. NOTE FOR COMBINATION OF SECTIONS: 1- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. * E.D. = EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 10) 0 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) POURED CONCRETE —OR CONCRETE BLOCK REQUIRED • • a4. II II II II EXISTING 11 GLASS II 11 .50 #14x2 3/4" W/ 1/2"0x3/4" S.M.S. LONG NYLON BUSHING (TOP ONLY) #14x2 3/4" S.S. S.M.S. W/ 1/2 "0x1" -LONG NYLON BUSHING (Typ.) h MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 10) II { .500" .250" MAX. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) _POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ** N9]E:. THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE WALL NTING INSTALLATION SECTION A CONCRETE ANCHORS (SEE SCHEDULE ON SHE 10) POURED CONCRETE REQUIRED #14x2 3/4" S.S. S.M.S. W/ 1/2 "0x1" ONG NYLON BUSHING (Typ.) EXISTING GLASS —1 #14x2 3/4" S.S. S.M.S. W/ 1/2 "0x3/4" LONG NYLON BUSHING (ONLY TOP .250" MAX. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 10) .375" MIN. .375" MIN. .250" `MAX. 0 �w Nu, z 0 � J x0 VI O w_ g w 1%141 •)6 1" ITW BUILDEX TEMSCREWS '1 ';B.C., EXCEDi USE @ 9 "•14.C. F'bji'• 14:-11 " Sh1111 'ER SPAN• • • ALTERNATIVE ANCHORS' • ... "LACATION INSTALLATIONS. DETAILS FOR POURED CONCRETE REQUIRED • CONCRETE ANCHORS (-SEE SCHEDULE ON SHEET 110) • • • EEGE OF tF' ASl7t,i(iABLE •• • EIL ** as kN��c_ -E�QOR MOUNTING INSTALLATTONtri SECTION B MAO Miami C°ri6'Ea6 MID— PRESSURE. - BLADE SCALE : 3/8" = 1" IL • • • • F.B.C. (High Velocity Hurricane Zone) NOV 0 6 2008 P, E. SEAL /SIGNATURE /DATE TESTING as ENGINEERING COMPANY 8355 N.W. 36th. . (31.. SM. 13i5JON�Eu : (GA 1 FLORRIIDA 33188 E9- 0006719 WALTER A. TILUT Jr., P.E. FLORIDA Uc. # 44167 MID — PRESSURE AND HI— PRESSURE BLADES ACCORDION SHUTTER SYSTEM DRAWN 8Y" '? R.E. /LA. /M.C.V. B & C METALS ENTERPRISE 8430 NW 72 STREET MIAMI, FLORIDA 33166 PH0NE(305) 408 -0944 / FAX:(305) 405 -0946 12/04/07 DATE REV. NO DESCRIPTION DATE REV. Ne DESCRIPTION DATE 07 -301 DRAWING No a 2 4 SHEET 3 OF 15 t . t m' __ 1 1 i SEE ON CONCRETE INSTALLATIONS HEIGHT t t t _10, END CONNECTION DETAILS SHEET 6 TYP. FULL OR CON RETEHBLOCKFOR AND SHEET 9 TYP. FULL FOR WOOD INSTALLATIONS. 16 +180 O0R 0 + 12 OR CD ORO + OR 11 + 1 + ZO O 1 I AI I IA I rrCll IMIrrrLJ - TYPICAL ELEVATION FOR MID — PRESSURE BLADE 4 N. T. .S. 4 NOTE: SEE SECTIONS A THRU D ON SHEETS 3 & 4. SEE SECTIONS AW THRU DW ON SHEETS 7 & 8. NOTE FOR COMBINATION OF SECTIONS: 1- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. * E.D. = EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 10) 0 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) POURED CONCRETE —OR CONCRETE BLOCK REQUIRED • • a4. II II II II EXISTING 11 GLASS II 11 .50 #14x2 3/4" W/ 1/2"0x3/4" S.M.S. LONG NYLON BUSHING (TOP ONLY) #14x2 3/4" S.S. S.M.S. W/ 1/2 "0x1" -LONG NYLON BUSHING (Typ.) h MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 10) II { .500" .250" MAX. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) _POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ** N9]E:. THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE WALL NTING INSTALLATION SECTION A CONCRETE ANCHORS (SEE SCHEDULE ON SHE 10) POURED CONCRETE REQUIRED #14x2 3/4" S.S. S.M.S. W/ 1/2 "0x1" ONG NYLON BUSHING (Typ.) EXISTING GLASS —1 #14x2 3/4" S.S. S.M.S. W/ 1/2 "0x3/4" LONG NYLON BUSHING (ONLY TOP .250" MAX. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 10) .375" MIN. .375" MIN. .250" `MAX. 0 �w Nu, z 0 � J x0 VI O w_ g w 1%141 •)6 1" ITW BUILDEX TEMSCREWS '1 ';B.C., EXCEDi USE @ 9 "•14.C. F'bji'• 14:-11 " Sh1111 'ER SPAN• • • ALTERNATIVE ANCHORS' • ... "LACATION INSTALLATIONS. DETAILS FOR POURED CONCRETE REQUIRED • CONCRETE ANCHORS (-SEE SCHEDULE ON SHEET 110) • • • EEGE OF tF' ASl7t,i(iABLE •• • EIL ** as kN��c_ -E�QOR MOUNTING INSTALLATTONtri SECTION B MAO Miami C°ri6'Ea6 MID— PRESSURE. - BLADE SCALE : 3/8" = 1" IL • • • • F.B.C. (High Velocity Hurricane Zone) NOV 0 6 2008 P, E. SEAL /SIGNATURE /DATE TESTING as ENGINEERING COMPANY 8355 N.W. 36th. . (31.. SM. 13i5JON�Eu : (GA 1 FLORRIIDA 33188 E9- 0006719 WALTER A. TILUT Jr., P.E. FLORIDA Uc. # 44167 MID — PRESSURE AND HI— PRESSURE BLADES ACCORDION SHUTTER SYSTEM DRAWN 8Y" '? R.E. /LA. /M.C.V. B & C METALS ENTERPRISE 8430 NW 72 STREET MIAMI, FLORIDA 33166 PH0NE(305) 408 -0944 / FAX:(305) 405 -0946 12/04/07 DATE REV. NO DESCRIPTION DATE REV. Ne DESCRIPTION DATE 07 -301 DRAWING No a 2 4 SHEET 3 OF 15 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) 6 • ,,• II II II• it #14x2 3/4" S.S. S.M.S. W/ 1/2"0x3/4" LONG NYLON BUSHING (TOP ONLY) II II MIN. SEPARATION II` TO GLASS 1 I` (SEE SCHEDULE "- ON SHEET 10) -"- El POURED CONCRETE REQUIRED • min . .250" MAX. I•I 0 —0 LJ (n O to p Li] w V) .250 "J MAX. EDGE OF LAB IF APPLICABLE #14x2 3/4" S.S. S.M.S. W/ 1/2"0x1" LONG NYLON BUSHING (Typ.) EXISTING GLASS--1 4 eritcrEQ 4.EQ I POURED CONCRETE REQUIRED POURED CONCRETE OR CONCRETE BLOCK REQUIRED CONCRETE ANCHORS —(SEE SCHEDULE ON SHEET 10) 4 .500" :. D.. 4 11 #14x2 3)4" S.S. S. 1/2 "0x3/4" LONG NYLON BUSHING (TOP ONLY) II II .500" 1/4" 0 -20 x % " LONG S.S. BOLTS / NUT & WASHER ® 9" O.C. 1" Min. —EQ-' EQ-- #14x2 3/4" S.S. S.M.S. W/ 1/2 "0x1" LONG NYLON BUSHING (Typ.) �ALTERNATIVE / I EG LOCATION M.S. W/ / LMIN. SEPARATION TO GLASS EXISTING —') (SEE SCHEDULE GLASS I ON SHEET 10) I" e . E.D. ° • E:.D. *' • "500' n °• L CONCRETE ANCHORS ° ZSEE SCHEDULE ON SHEET 10) EDGE OF SLAB IF APPUCABLE SPECIAL CEILING & FLOOR • MOUNTING INSTALLATION SECTION C NOTE OR COMBINATION OF SECTIONS: 1- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 4 . 4 °. ALTERNATIVE EEG LOCATION POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED .250" MAX. O .500" Min: .250" MAX J 1-/4 "0 x 1" ITW BUILDEX TEK SCREWS ® 9" 0.C. �\__CONCRETE ANCHORS (SEE NOTE 13 -B /1) (SEE SCHEDULE ON SHEET 10) BUILD —OUT INSTALLATION SECTION D INSTALLATIONS DETAILS FOR MID — PRESSURE :BLADE SCALE : 3/8" = 1" * E.D. = EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 10) POURED CONCRETE OR CONCRETE BLOCK REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) °.5 4 -L- 1/4" 0 -20 x 314 " LONG S.S. BOLTS W/ NUT & WASHER ® 9" O.C. W/ 1/2"0x1" S.S. S.M.S. LONG NYLON BUSHING (Typ.) • dF . ALTERNATIVE LEG LOCATION #14x2 3/4" S.S. S.M.S. W/ 1/2 "0x3/4" LONG NYLON BUSHING (TOP ONLY) MIN. SEPARATION TO GLASS I1 f (SEE SCHEDULE 11 ON SHEET 10) EXISTING —'1 GLASS 1 �l ALTERNATIVE 1 LEG LOCATION 1 .500" 1/4"� x 1" ITW BUILDEX TEK - SCREWS ® 9" 0.C. 1" Min. (SEE NOTE 13 B /1) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED .250" MAX. dw V1 p w min • • • I.t �7 ••••SP• • •••• • M � • •• •••••• • .250" MAX • co:ri -- 4 "e x 1" ITVC BIRLDtx TEK SCREWS ®• 9" O,C. •• • .000" CONCRETE ANCHORS SEE SCHEDULE ON SHEET 10) •••• • • •••• •• •• • • • •• • • • •••••• • •• •• • • • •• • • • • •••••• • • • •••••• •••••• • • • •••••• • • •••••• • • ••••S • • ••••• 000000 • • • 000000 • • •••••• • • Awmassamitylesvilds eft PAW 0 Mad Pombulas ENUIsm Ey BUILD —OUT INSTALLATION HEADER & SILL SECTION E NOV 0 6 2008 P.E. SEAL /SIGNATURE /DATE 11iE.\CO 7 TIO TESTING & ENGINEERING COMPANY 9395 N.W. hone : (3088771 1-15530 . VIRGINIA o :0305 871- 1831 33165 EB- 0006719 WALTER A. TILUT Jr., P.E. FLORIDA Lic. # 44167 Zee) F.B.C. (High Velocity Hurricane Zone) MID — PRESSURE AND HI— PRESSURE BLADES ACCORDION SHUTTER SYSTEM B & C METALS ENTERPRISE 8430 NW 72 STREET MIAMI, FLORIDA 33166 PNONE:(30S) 408 -0944 / FAX:(305) 406 -0946 DRAWN BY: R.E. /I.A. /M.C.V. 12/04/07 DATE NEV. NO DESDRIFDON DATE REV. Ne DESCRIPIION DATE 07 -301 DRAWING No 2 4 SHEET 4 OF 15 L —.500" EXISTING GLASS #10 x 3/4° S.M.S. 12° 0.C. FULL LENGTH 90.0' 2 °x2 "x1 /8 "x CORNER TUBE'S DEPTH (6063 -T6 ALLOY) ALUM. ANGLE W/ (2) 1/4"0 TAPCON ANCHORS TO CONCRETE (TOP /BOTTOM) & (4) #10x1/2° S.M.S. TO TUBE AT EACH ANGLE. (TYP) li In. j (INTER OR INSTALLING) All, ilIl • \,_ MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 10) (WP.) #10 x 1/2" S.M.S. 0 12° O.C. FULL LENGTH EXISTING GLASS L #14 x 3/4" S.M.S. 6" O.C. FULL LENGTH .500" IP1A 11:01 (n12.1— RO +4QOR 0 +120R130R 0+@+0 + 18 (TYP.)-J (EXTERIOR INSTALLING) SECTION F END INSTALLATION DETAILS FOR MID- PRESSURE BLADE ORO+ 20OR 0 + 12OR13 R 10+C:4)+0 O (INTERIOR INSTALLING) F!rl *Vrimiziri T-Fr 0- 1 17 SECTION G SCALE : 3/8" = 1° EXISTING GLASS ► 0 CONCRETE ,/ % ∎'A 1 2° 0.C. c . CHORS POURED CONCRETE OR CONCRETE BLOCK ALL REQUIRED. #10 x 1/2" S.M.S. 0 12" O.C. FULL LENGTH (4) #10 x 1/2" S.M.S. TO TUBE AT EACH ANGLE (2) 1/4 °0 2°x2 "x1 /8 "x CORNER TUBE'S DEPTH TAPCON ALUMINUM ANGLE ANCHORS � (2 REQUIRED) EA ANGLE CORNER POST ISOMETRIC (TYP. AT TOP AND BOTTOM SLABS) N.T.S. (-.-'="-.'4''';'. T ESTING & ENGINEERING COMPANY NOVq nQ 6355 N. Phone . SSt, X71 183 VIRGINIA : GARDENS. DE FLORIDA 33188 Ida d �� 2008 EB- 0008719 A. P.E. SEAL /SIGNATURE /DATE WFFLL. RRIDA U�. Jr., P.E. EDGE OF SLAB • • • • • •• • • ••..•. •••• • • •••• •••••• • • •• •• . .•••• • • • • • • • • • • •• • •••• • • •••• •••• • • • •• • • • • 000000 • • • •••••• • • •••••• • • • • • •••• • • • • • • • • • • • •••••• • kapmeei camplyttag with the c • • • •• F.B.C. (High Velocity Hurricane Zone) MID— PRESSURE AND HI— PRESSURE BLADES ACCORDION SHU1TER SYSTEM B At C METALS ENTERPRISE 8430 NW 72 STREET MIAMI, FLORIDA 33166 PHON &(305) 408 -0944 / FAX:(305) 406 -0848 DRAWN BY: R.E. /I.A. /M.C.V. 12/04/07 DATE REV. NO 1 DESCRIPTION GENERAL DATE 11/03/08 REV. No 3 DESCRIPTION GATE 07 -301 DRAWING No SHEET 5 OF 15 O N■Pir OI .. _ +i 1/1 \17---/ f1 + 18 (TYP.)-J (EXTERIOR INSTALLING) SECTION F END INSTALLATION DETAILS FOR MID- PRESSURE BLADE ORO+ 20OR 0 + 12OR13 R 10+C:4)+0 O (INTERIOR INSTALLING) F!rl *Vrimiziri T-Fr 0- 1 17 SECTION G SCALE : 3/8" = 1° EXISTING GLASS ► 0 CONCRETE ,/ % ∎'A 1 2° 0.C. c . CHORS POURED CONCRETE OR CONCRETE BLOCK ALL REQUIRED. #10 x 1/2" S.M.S. 0 12" O.C. FULL LENGTH (4) #10 x 1/2" S.M.S. TO TUBE AT EACH ANGLE (2) 1/4 °0 2°x2 "x1 /8 "x CORNER TUBE'S DEPTH TAPCON ALUMINUM ANGLE ANCHORS � (2 REQUIRED) EA ANGLE CORNER POST ISOMETRIC (TYP. AT TOP AND BOTTOM SLABS) N.T.S. (-.-'="-.'4''';'. T ESTING & ENGINEERING COMPANY NOVq nQ 6355 N. Phone . SSt, X71 183 VIRGINIA : GARDENS. DE FLORIDA 33188 Ida d �� 2008 EB- 0008719 A. P.E. SEAL /SIGNATURE /DATE WFFLL. RRIDA U�. Jr., P.E. EDGE OF SLAB • • • • • •• • • ••..•. •••• • • •••• •••••• • • •• •• . .•••• • • • • • • • • • • •• • •••• • • •••• •••• • • • •• • • • • 000000 • • • •••••• • • •••••• • • • • • •••• • • • • • • • • • • • •••••• • kapmeei camplyttag with the c • • • •• F.B.C. (High Velocity Hurricane Zone) MID— PRESSURE AND HI— PRESSURE BLADES ACCORDION SHU1TER SYSTEM B At C METALS ENTERPRISE 8430 NW 72 STREET MIAMI, FLORIDA 33166 PHON &(305) 408 -0944 / FAX:(305) 406 -0848 DRAWN BY: R.E. /I.A. /M.C.V. 12/04/07 DATE REV. NO 1 DESCRIPTION GENERAL DATE 11/03/08 REV. No 3 DESCRIPTION GATE 07 -301 DRAWING No SHEET 5 OF 15 INSTALLATION FOR MID - PRESSURE BLADE INTO CONCRETE OR CONCRETE BLOCK WALL ®R 13 ® +4 R11 +120R �eemo CONCRETE ANCHORS • 12" 0.C. .500" MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 10) ZZ - EXISTING GLASS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ° CONCRETE6 •:,a ANCHOR © • • 12" O.C., EQ �• #10 x 1/2" S.M.S. @12" 0.C. FULL L POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 4 CONCRETE ANCHORS ® 12" 0.C. -0 17 SECTION H SCALE : 3/8" ee 1" END INSTALLATIONS FOR MID (EXTERIOR (rP.) INSTALLING) PRESSURE BLADE POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING 2" • 2" MIN. a •• GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 10) .500" 1 #10x1/2" S.M.S. @ 12" 0-C. FULL LENGTH 1 SEE DETAIL Z -1 - FOR SIDE :CONNECTION TO TRACKS i END CONECTION DETAIL SCALE : 3/8" = •USE 1" OR 2" MAX. (AS APPUCABLE) x2 "x 1 /8 "x0' -2" ALUMINUM CUP ANGLE (6063 —T6 ALLOY) AT MIDHEIGHT W /(1) t51Ox1/2" S.M.S.. To_ & (2)1/4"o CONS ANCHORS TO WALL AT 1° -0.C. (MAY BE INSTALLED AT EITHER SIDE —OF Q5 ) . 4' • POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING ,GLASS o � e 1/16 "x3" MAX. (6063-76) CONT. ALUM. i CLOSER PLATE. (MAY BE 1 INSTALLED AT I EITHER SIDE I OF O5 .) 1 \ TOR 13 30 +20DR11 +1.2 11 +� +� P <. #10k1/2 "-• &Mks. ®' •14a 0, ▪ FULL IEIIIIGTH .500" F MIN. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 10) END CONECTION DETAIL SCALE : 3/8° = POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1 SEE DETAIL Z� FOR SIDE CONNECTION TO TRACKS EXISTING GLASS ®� MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 10) i i I\ \1140/ END CCFNE•CTION D-ETAIL SCALE : 3/8° = .500" MIN. ®OR 11 +12D CUs?COv'CL'C "tiCCCCO 1= luitt=rn19MAN 14 x 2 3/4° SS SMS SEE NOTE 3/1) ame PLAN VIEW Y DETAIL, Q SCALE : 3/8" = 1" POURED CONCRETE OR CONCRETE BLOCK WALL EXISTING XISTING EGLASS • • • • • •• • tbbe • •••II MIN'.•SEPARATIc51/ :• •T8 GLASS • (StF. 'sC- IEDULE• • • • • ON 5,1-IEET 10). • • •••• • •• • ••••— — ^• • • ••• • •• • •• • CONCRETE ANCHOR 12" 0.C. R13 30 +0°R0 10 11 + +�0 END CONECTION DETAIL SCALE : 3/8" = 1" • •• 1 • ••• • F.B.C. (High Velocity Hurricane Zone) NOV 0 6 2000 P.E. SEAL /SIGNATURE /DATE tL E C O INC. T111 IT STING & ENGINEERING COMPANY 8356 N.W. 3801. St., Ste. 305. VIRGINIA GARDENS. FLORIDA 33188 Phone : (305)871 -1530 . Fax I (308)871 -1531 EB- 0006719 WALTER A. T1UJT Jr., P.E. FLORIDA Uc. # 44167 MID — PRESSURE -AND HI— PRESSURE BLADES ACCORDION SHUTTER SYSTEM DRAWN BY: R.E. /LA. /M.C.V. B & C METALS ENTERPRISE 8430 NW 72 STREET MIAMI, FLORIDA 33166 PHONE:(305) 408-4944/ FAx:(305) 406 -0948 12/04/07 DATE REV. NO DESCRIPTION DAIS REV. Na DESCRIPTION DATE 07 -301 DRAWING No 3 2 4 SHEET 6 OF 15 1/4"0 TAPCON ® 9" 0.C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD HEADER. .500" 4i z WALL FINISH 25x4" CONT. WOOD HEADER REQ'D. . n MIN. SEPARATION II TO GLASS I� (SEE SCHEDULE U ON SHEET 10) 0 EXISTING —II GLASS 11 II 2 "x4" CONT. II WOOD PLATE REQ'D. iI u .250" MAX. MAX. SHUTTER SPAN (SEE NOTE 1 _01NDICATED BELOW) 0 1/4 "0 TAPCON ® 9" 0.C. W/ 1 1/2" Min. THREADED PENETRATION © MIDWIDTH OF WOOD PLATE. WALL FINISH WALL MOUNTING SILL INSTALLATION SECTION AW NOTE FOR COMBINATION OF SECTIONS: MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. .250" MAX. 4 "x8" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1 /4 "0 TAPCON ® 4" 0.0 W/ 2" Min. THREADED PENETRATION TO EXISTING WOOD BEAM. EXISTING GLASS — 2 "x6" MIN. WOOD DECK REQUIRED (No FINISH ALLOWED) INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR MID- PRESSURE BLADE. SCALE : 3/8" = 1" NOTES; 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH DESIGN LOAD UP TO 80 p.s.f. AND 9' —O" Max. SHUTTER SPAN. 2. FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. EDGE OF DECK IF APPLICABLE ALTERNATIVE ANCHOR LOCATION #14x2 3/4" S.S. S.M.S. W/ 1/2 "0x1" LONG NYLON BUSHING (Typ.) #14x2 3/4" S.S. S.M.S. W/ 1 /2 "0x3/4" LONG NYLON BUSHING (TOP ONLY) LM IN. SEPARATION TO GLASS (SEE SCHEDULE' ON SHEET 10) .250 "_ MAX. MAX. SHUTTER SPAN (SEE NOTE 1 INDICATED BELOW) .250" MAX. 1/4"� x 3/4" ITW BUILDER TEK SCREWS — ® 12" 0.C. CEILING & FLOOR ** MOUNTING INSTALLATION SECTION BW 2" MIN. E.D. • • • • • •• • •••••• • •••••• ••••• • •••• EDGE OF DECK • • • IF APPLICABLE c - TII1iENC. °"tea „� - MUT TESTING & ENGINEERtNG COMPANY �- 635 N.W. 36th. St, Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 NOVpV 0 6 an Phone : (305)871 -1530 . Fax : (3055)671 -1531 0 E8- 0006719 WALTER A. T1WT Jr., P.E. P.E. SEAL /SIGNATURE /DATE FLORIDA Lic. # 44167 •••••• • • • • • • • • 1 /4 "0 TAPCON ® 4" 0.� W/ 2 • tl•IN. •• THREADED PENETR&,TIOW ItUTO WOOD • DECK. •• • •••••• •••• • • •••• •••• • • • •• • • • • • •••• • • • •• • • Cod sue 2. NOM >I� By • • • • • • ••••• • • • • • • • • F.B.C. (High Velocity Hurricane Zone) MID—PRESSURE AND H1— PRESSURE BLADES ACCORDION SHUTTER SYSTEM. B .& -C METALS ENTERPRISE 8430 NW 72 STREET MIAMI, FLORIDA 33166 PHONE(305) 406 -0944 / FAX:(305) 406 -0948 DRAWN BY: R.E. /LA. /M.C.V. 12/04/07 DATE REV. NO DESCRIPTION DATE REV. No DESCRIPTION DATE 07 -301 DRAWING No GENERAL 11/05/03 3 SHEET 7 OF 15 • --EO 2° MIN. 1/4"0x3/ " ITW BUILDEX TEK SCREWS © 4 1/2" 0.C. 0 II II OPEN HOLE AT EACH STUD TO ACCEPT 5/16 "0 LAG SCREW AT CENTER I OF TUBE. #14x2 3/4" S.S. S.M.S. W/ 1/2 "0x1" LONG NYLON BUSHING (Typ.) #14x2 3/4" S.S. S.M.S. W/ 1/2 "0x3/4" LONG NYLON BUSHING (TOP ONLY) 0 EXISTING GLASS --I EDGE (IF APPUCABLE) EXISTING WOOD TRUSSES OR RAFTER © 24" 0.C. REQUIRED EXISTING SOFFIT 3/4" Max. THK. 1'x4 "x1 /8" CONT. ALUM. TUBE (6063 —T6 ALLOY) W/ (3) 5/16 "0 LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL WIDTH) W/ 2 1/2" Min. THREADED PENETRATION. VALID FOR INSTALLATIONS WITH 75 psf MAX. DESIGN LOAD AND 9' -0" MAX. SPAN. THIS INSTALLATION IS ONLY VAUD FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS FIR OR SOUTHERN PINE No. 2, OR EQUAL. MAX. SHUTTER SPAN (SEE NOTE 1 INDICATED BELOW) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 10) 1/4°0 F.H. TAPCON © 6" 0.C. W/ 2" Min. THREADED PENETRATION INTO WOOD DECK. 2" MIN. E.D. CEILING & FLOOR MOUNTING INSTALLATION SECTION CW NOTE FOR •COMBINATION OF SECTIONS: MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. .250" MAX. 2 "x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPUCABLE INSTALLATION DETAILS ON EXTSTING WOOD BUILDINGS FOR- MID - PRESSURE BLADE. SCALE : 3/8° = 1° .N.9OTEES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH DESIGN LOAD UP TO 80 p.s.f. AND 9' -0" Max. SHUTTER SPAN. 2. FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL 0 w Z N Z Ma s N 2 "x4" CONT. WOOD HEADER REQ'D. II EXISTING GLASS —'ll Q 2 "x4" CONT. II WOOD PLATE 0 REQ'D. 1/4 °0 TAPCON ® 9" 0.C. W/1 1/2° Min. THREADED PENETRATION TO EXISTING WOOD HEADER. 0 ALTERNATIV — LEG LOCATION WALL FINISH #14x2 3/4" S.S. S.M.S. W/ 1/2 "0x3/4" LONG NYLON BUSHING (TOP ONLY) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 10) ICW ■ 1/4" 0 -20x X" LONG S.S. BOLTS W/ NUT & WASHER 9" O.C. 1" Min.— x14 2 3/4" S.S. S.M.S. W/ 1/2 "0x1" LONG NYLON BUSHING (Typ.) 0 0 MAX. SHUTTER SPAN (SEE NOTE 1 INDICATED BELOW) 0 .500" MEM 1/4 "0 TAPCON Min. THREADED .250" MAX. (1YP.) TOP AND BOTTOM Min. �i /4 "0 x3/4" ITW BUILDER TEK SCREWS ® 9" 0.C. (SEE NOTE 13 B /1) ® 9" 0.C. W/1 1/2" PENETRATION TO EXISTING WOOD PLATE. WALL FINISH • WALL MOUNTING HEADER & SILL INSTALLATION SECTION -DW NOV 0 6 2608 P.E. SEAL /SIGNATURE /DATE /17rENC.\ TILUT TESTING & ENGINEERING COMPANY 8355 N.. ��. VIRGINIA ORI 33188 38th. . (303)871-1530 (305)871-1531 E8- 0006719 WALTER A. TILLIT Jr., P.E. FLORIDA Lic. # 44167 • • • • • •• • • •••• • • •••• •• •• •• ••• • • • • • • •• • •••• • • •••• •••• • • • •• • • • • • •••• • •• •• • • • • • • • • •� • • • • • • • • • • • • • • Fete Mod Product Control Division F.B.C. (High Velocity Hurricane Zone) MID — PRESSURE AND HI— PRESSURE BLADES ACCORDION SHUTTER SYSTEM DRAWN BY: _ R.E. /IA /M.C.V. B & C METALS ENTERPRISE 8430 NW 72 STREET MIAMI, FLORIDA 33166 PHONE:(305) 408 -0944 / FAX:(305) 408 -0948 12/04/07 DATE REV. NO DESCRIPTION OATS REV. No DESCRIPTION DAZE 07 -301 DRAWING No GENERAL 11 /D5 /02 3 2 4 SHEET 8 OF 15 END INSTALLATION DETAILS FOR MID 2 "x4" MIN. WOOD STUDS REQ'D. 1/16 "x3" MAX (6063 —T6) CONT. ALUM. / CLOSER PLATE. (MAY BE 1 INSTALLED AT EITHER SIDE OF Q5 ) #10x1/2" S.M.S. ® 12" 0.C. \ FULL LENGTH WALL FINISH EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 10) /2" MIN. CDX PLYWOOD. END CONECTION DETAIL n 1/4 "0 TAPCON ANCHORS W/ 1 1/2" MIN. — THREADED PENETRATION ® 12° 0.C. SCALE : 3/8" = 2 "x4" MIN. WOOD STUDS REQ'D. 2 "x4" MIN. WOOD STUDS. (AS APPLICABLE) WALL — FINISH EXISTING GLASS 0 r = = MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 10) 11r. ,1b .. -. .- %' . PP 1/16 "x3" MAX (6063 —T6) CONT. ALUM. / CLOSER PLATE. (MAY BE 1 INSTALLED AT EITHER SIDE OF Q5 ) #10x1/2" S.M.S. ® 12" 0.C. \ FULL LENGTH WALL FINISH EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 10) /2" MIN. CDX PLYWOOD. END CONECTION DETAIL n 1/4 "0 TAPCON ANCHORS W/ 1 1/2" MIN. — THREADED PENETRATION ® 12° 0.C. SCALE : 3/8" = 2 "x4" MIN. WOOD STUDS REQ'D. 2 "x4" MIN. WOOD STUDS. (AS APPLICABLE) WALL — FINISH EXISTING GLASS 0 r = = MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 10) #10 x 1/2" S.M.S. ®12" O.C. FULL LENGTH O7 0R 13 30 +�poR11 11 + 1@) EXISTING [GLASS 1 -.500" WALL FINISH END CONECTION DETAIL,. SCALE : 3/8" = 1" END CONECTION DETAIL n SCALE : 3/8" = 1° 1/4 "05 TAPCON ANCHORS W/ 1 1/2" MIN. THREADED PENETRATION CO 12" 0.C. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 10) L®OR© Q gDR1 1 + 12 11 +12 +@0 MIN. PRESSURE BLADE INTO 2 "x4" MIN. WOOD STUDS 1/4"o TAPCON ANCHOR CO 6" 0.C. W/ 1 1/2" MIN. PENETRATION INTO STUDS OR W/ MIN. 1/2" THREADED PENETRATION TO 1/2" CDX PLYWOOD IF NO STUDS EXIST. 1/2" MIN. CDX PLYWOOD. .500" MIN. 2 "x4" MIN. WOOD STUDS REQ'D. / / / / / / / // WALL EXISTING FINISH EXISTING MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 10) 1/2" MIN. CDX PLYWOOD. ®OR 13 30 +l*R11 11 +C41+�p #10x1/2" S.M.S. ®12 0.C. iD • .500" MIN EXISTING GLASS END CONECTION DETAIL �3) .500"\ MIN. #10x1 /2" S.M.S. ® 12" 0.C. FULL LENGTH .22x4" MIN. WOOD -STUDS REQ'D. WALL FINISH- END CONECTION- DETAIL SCALE : 3/8" SCALE 3/8" MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 10) L®R 2013 0 +O1'I +12 0 +�+� ®OR ® 11 +12oR f7118f ' (90'MPU tAMIAMINIM iii!!!!!!!!" NOV 0 6 2000 P.E. SEAL /SIGNATURE /DATE J1itEINC.\ TIL�OT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. 5t.. Sts. 305. VIRGINIA GARDENS. FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 E8- 0006719 WALTER A. TILUT Jr., P.E. FLORIDA Ue. # 44167 PLAN SEE -NOTE 3/1)S SMS Ktm • • • • •••• • • • •• • •••• • VIEW. A' DE11411. 1 °. •••• • • • •• • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • •• • • • • • • • •. • • • • F.B.C. (High Velocity Hurricane Zone) MID- PRESSURE AND .HI— PRESSURE BLADES ACCORDION SHUTTER SYSTEM DRAWN BY: R.E. /I.A. /M.C.V. B & C METALS ENTERPRISE 8430 NW 72 STREET MIAMI. FLORIDA 33166 PHONE:(305) 408 -0944 / FAX:(305) 406 -0946 12/04/07 DATE REV. NO DESCRIPTION DATE RE,. No DESCRIPTION DATE 07 -301 DRAWING No 3 2 4 SHEET 9 OF 15 r %' . PP #10 x 1/2" S.M.S. ®12" O.C. FULL LENGTH O7 0R 13 30 +�poR11 11 + 1@) EXISTING [GLASS 1 -.500" WALL FINISH END CONECTION DETAIL,. SCALE : 3/8" = 1" END CONECTION DETAIL n SCALE : 3/8" = 1° 1/4 "05 TAPCON ANCHORS W/ 1 1/2" MIN. THREADED PENETRATION CO 12" 0.C. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 10) L®OR© Q gDR1 1 + 12 11 +12 +@0 MIN. PRESSURE BLADE INTO 2 "x4" MIN. WOOD STUDS 1/4"o TAPCON ANCHOR CO 6" 0.C. W/ 1 1/2" MIN. PENETRATION INTO STUDS OR W/ MIN. 1/2" THREADED PENETRATION TO 1/2" CDX PLYWOOD IF NO STUDS EXIST. 1/2" MIN. CDX PLYWOOD. .500" MIN. 2 "x4" MIN. WOOD STUDS REQ'D. / / / / / / / // WALL EXISTING FINISH EXISTING MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 10) 1/2" MIN. CDX PLYWOOD. ®OR 13 30 +l*R11 11 +C41+�p #10x1/2" S.M.S. ®12 0.C. iD • .500" MIN EXISTING GLASS END CONECTION DETAIL �3) .500"\ MIN. #10x1 /2" S.M.S. ® 12" 0.C. FULL LENGTH .22x4" MIN. WOOD -STUDS REQ'D. WALL FINISH- END CONECTION- DETAIL SCALE : 3/8" SCALE 3/8" MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 10) L®R 2013 0 +O1'I +12 0 +�+� ®OR ® 11 +12oR f7118f ' (90'MPU tAMIAMINIM iii!!!!!!!!" NOV 0 6 2000 P.E. SEAL /SIGNATURE /DATE J1itEINC.\ TIL�OT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. 5t.. Sts. 305. VIRGINIA GARDENS. FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 E8- 0006719 WALTER A. TILUT Jr., P.E. FLORIDA Ue. # 44167 PLAN SEE -NOTE 3/1)S SMS Ktm • • • • •••• • • • •• • •••• • VIEW. A' DE11411. 1 °. •••• • • • •• • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • •• • • • • • • • •. • • • • F.B.C. (High Velocity Hurricane Zone) MID- PRESSURE AND .HI— PRESSURE BLADES ACCORDION SHUTTER SYSTEM DRAWN BY: R.E. /I.A. /M.C.V. B & C METALS ENTERPRISE 8430 NW 72 STREET MIAMI. FLORIDA 33166 PHONE:(305) 408 -0944 / FAX:(305) 406 -0946 12/04/07 DATE REV. NO DESCRIPTION DATE RE,. No DESCRIPTION DATE 07 -301 DRAWING No 3 2 4 SHEET 9 OF 15 MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. MAXIMUM DESIGN LOAD "W° (p.s.f.) MAXIMUM SHUTTER SPAN SPAN FOR A SECTIONS • LL • • MINIMUM SEPARAIIGN TO GLASS (in.) ALL SECTIONS i». W.I.001MM Ism. `A LLEIW 1 40 12' —l" 14' -11° 3" 45 11' -10" 14!.-1° 3" 50 . 11' -6° 13' -4" 3" 55 11' -3" 12' -9" 3° 60 11' -0" 12' -2" 3" 65 10' -9" 11' -8" 3" 70 10' -7" 11' -3" 3" 75 10' -5" 10'— " 3" .80 10' -3" 10' -7" 3" 85 TO'= 1 10' -3° 3" 90 9' -11° 9' -11" 3" 95 9' -8" 9' -8" 3" 100 9' -5" 9' -5" 2 7/8" 105 9' -3" • 9' -3" 2 3/4" 110 9' -O" 9' -O" 2 3/4" 115 8' -2" 8' -7" 2 1/2". 120 7' -5" 8' -3" 2 1/4" 125 6' -4" 7' -11" 2 1/8" 130 5' -0" 7-7" 2 1/8" 135 - - -- 7' -4" 2 1/8" 140 - - -- 7' -1" 2 1/8" 145 - - -- 6 -9° 2 1/8" 150 - - -- 6' -5" 2 1/8" 155 - - -- 6' -0" 2 1/8" 160 - ---- 5' -8" 2 1/8" 165 - - -- 5' -4" 2 1/8" 170 - - -- 5' -0" 2 1/8" 175 - - -- 4' -11" 2 1/8" 180 - - -- 4'•9" 2 1/8" 185 - - -- 4 -8" 2 1/8" 190 . - - -- 4' -6" 2 1/8" 195 - - -- 4' -5" 2 1/8" NOTES: (1). L +: MAXIMUM ALLOWABLE SHUTTER SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L —: MAX. ALLOWABLE SHUTTER SPAN FOR A GIVEN NEGATIVE • DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SHUTTER SPAN FOR WALL MOUNTINGS OR FLOOR /CEILING: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SHUTTER SPAN "L +" FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SHUTTER SPAN ' "L —" FROM SCHEDULE. • FINAL MAXIMUM ALLOWABLE SHUTTER SPAN IS EQUAL TO THE MINIMUM- DETERMINED SHUTTER SPAN BETWEEN "L +" AND "L — ". MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM SPAN SCHEDULE. (VALID FOR SECTIONS A, $, C, D & .E ON SHEETS 3 & 4). MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + MAX. ANCHOR SPACING VS MAX. SHUTTER SPIN{ * APPLICABLE FOR MAX. SHUTTER SPAN 9' -4" ** APPLICABLE FOR MAX. SHUTTER SPAN 7' -9" *** APPLICABLE FOR MAX. SHUTTER SPAN 7' -6" MAXIMUM DESIGN LOAD "W" (p.s.f.) VAUD FOR SECTION A VAUD FOR SECTION 8 VALID FOR SECTION C VALID FOR SECTION D VALID FOR SECTION E WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOING UNT INSTALLATION AT TOP OR BOTTOM (TO MASONRY) FLOOR /CEILING MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) FLOOR / CEILING MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) BUILD —OUT MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) BUILD —OUT MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) . BUILD —OUT MOUNTING' INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) BUILD —OUT MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) NOTE 1 NOTE 2 NOTE 3 NOTE 1' NOTE 2 NOTE .3 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 40 OR LESS 9" 9° 9° 9" 9" 7 1/2" 6° 6° 6" 6 "- _6" 6° 9" 9" 9" 9° 9" 7 1/2° 9" 9° 9° 9' 9" 5 1/2" g-° g" g" 9° 9" ' 9" 8" 8" 6° 6" 1" 6" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 8" — — — — — — 6" 6" 6" 6° 6" 6" — — — — — — — — — .— — —. FROM < 40 TO 62 9" 9" 9" 9° 8" 6" 6° 6° 5 1/2" 6° 6" 6" ..- 9" g° 9" 9° 8" 5 1/2" 9" 9" 9" 9° 7" 3 1/2° g° g" . 9" 9" 9" 8" 6" 6" 6" 6" 6" 6" 9" 9" 9° 9" 9" 7 1/2" 9" 9" 9" 9" 9° 4 1/2" — — — — — — 6° 6" 5" 6" 6" 6" — — — — — — — — — — — — FROM > 62 TO 72 9° 9" 9" 9" 7° 4..• 6° 6" 5" 6" 6" 6" 9" 9" g° 9" 7" 4 1/2° 9" 9° g" 9" 4 1/2" 3" 9" 9" 9" 9° 9" 5 1/2° 6" 6" 6" 6" 6" 8" 9° 9" 9" 9" 9" 6 1/2" 9" 9" 9" 9" 6 1/2" 4" - - - - - - 6" 6" 4 1/2" 6° 8" 8° — — — — — — — — — — — — -R >, 72 TO 2 9" 9" 7 1 / 2 , _ . 3 1/2" 3 " * 5 " 5" 4 1/2° 6° 6° 5 1/2" 9° 9° g" 9" 4 1/2" 3 1/2" 9" 9° 7 1/2" 9" 3° — 9" 9" 9" 9" 4 1/2" 4 "* 6" 8" 6" 6" 6" 6" 9" 9" 9" 9" 6° 5° 9" 9" 9° 9" 4" 33/0, — — — — — — 6" 6" (i> 6° 6" 8" — —. — — — — — .— —. — — • _• •1 FROM > 92 TO 110 g" 5" 4" 8 1/2" 3 "'+"' — 6" 4 4" 6" 5" 4 1/2" 9" 9" 8 1/2" 8 1/2" 3" 3 "4, 9" 6 1/2" 6" 7" 3"*** _• • g" 7" 5 1/2" 9" 4°** — 6" 6° 6" 8" 6" 6" 9" 9" 9" 9" 4" 3 3/4° 9" 9" 8" 9" 3 3/4"" -••' - - - _ — — — 6" 4" 3 1/2 6" 6" 6" — — — — — — — — — — — —• FROM > 110 TO 170 9° 5" — 3" 3°** — 5" 4" — 6" 4 1/2° .- 9" 8 1/2" — 4" 3" — 8 1/2" 6° — — — —•. g" 7" — 4° 4 " ** — 6" 6" — 6° 6° — 9° 9° — 5 1/2° 3 3/4" — 9" 8" - — 3 3/4" 3 3/4"** _. • — — — — •— .- 4 1/2" 3 1/2" — 6" 6" — — — — — — — — — — — — —• • FROM > 170 TO 195 8° — — 3" — — 4 1/2" — — 5 1/2" — — 9" — — 4" — — 8" — — — — — . 9 " — — 4" — — 8 " — — 8" — —, 9" — — 5 1/2" _ — 9 " — .— 3 3/4" — — •Il — — — — — — 4" — — 6" — — — — — — — — — — — — — MINIMUM ANCHOR SPACINGS USTED BELOW ARE AS PER MIN. EDGE "+ DISTANCE SCHEDULE. FOR E.D. LESS THAN SCHEDULE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. FON 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 1/4 °0 TAPCON 5/16 "0 TAPCON XL 1/4 "0 CALK -IN MIN. SPACING =3° MIN. SPACING =3.75° MIN. SPACING =2.50° 1.50" .35 .35 - 2.00" - .50 - 2.50" - .8.9 .50 2.688" I - .96 - 3.00" 1.00 - .96 .63 3.625" - 1.00 - ANCHORS LEGEND ANCHORS TYPE MINIMUM ANCHOR MINIMUM EDGE DISTANCE SPACING • CONCRETE C. BLOCK 1/4.'0 TAPCON 3192 psi. (MIN.) CONCRETE 3.00" 3.00 3 5/16 "0 TAPCON XL 2899 psi. (MIN.) CONCRETE 3.75" 3.625" 4.50" 1/4 "0 CALK -IN 3000 psi. (MIN.) CONCRETE 2.50" 3.50" — (1) MID - PRESSURE BLADE 1 1 /4 "A - ,.,PCON j 16 "0 TAPCON XL 1/4 "0 CALK —IN ANCHOR SPACING LEGEND (1) Max. ANCHOR SPCG. VALID FOR SPANS OF 5' -0" OR LESS. (2) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 5' —O" TO 9' -0 ". (3) Max. ANCHOR SPCG. VAUD FOR SPANS GREATER THAN 9' -0" TO MAX. ALLOWED. • • • • •• • • ••• •• • •• ••• • •• ••• • • • • • •••• • • • • • • •••• • • • •• • • • • • •••• • • • •• • • • • • • • • • •• • • • • • • • • • • NOV 0 6 2000 P.E. SEAL /SIGNATURE /DATE 1111.11-00-17.� yTILLIT TESTING & ENGINEERING COMPANY 8355 N.W. 3601. St.. Ste. 305, VIRGINIA GARDENS. FLORIDA 33168 ' Phone : (305)871 -1530 . FOx : (305)871 -1531 EB- 0006719 WALTER A. TILUT Jr., P.E. FLORIDA Uc. # 44167 F.B.C. (High Velocity Hurricane Zone MID — PRESSURE AND HI— PRESSURE BLADES ACCORDION SHUTTER SYSTEM DRAWN BY: - R.E. /LA. /M.C.V. B & C METALS ENTERPRISE 8430 NW 72 STREET MIAMI, FLORIDA 33166 PHONE:(305) 406 -0944 / FAX:(305) 408 -0946 12/04/07 DATE REV. NO DESCRIPTION DATE REY. No DESCRIPTION DATE 07 -301 DRAWING No GENERAL t /0s /an 3 2 4 SHEET 10 OF 15 i w z= a. l n ww w �o V)) U 01 w W 1n • NOTES ON LOCK © & LOCKING RODS 1.• ON LOCK ©3 SHALL ALWAYS BE USED AT SHUTTER'S MIDSPAN AT AL INSTALLATIONS. LOCK MAY BE INSTALLED INSIDE /OUTSIDE ATTACHED TO W/ (3) 8 x 3/8" FLAT HEAD S.S. M.S., AND INCLUDES REINFORCEMENT 'INSERT 10 .(SEE SHEETS 13 & 14). LOCATION OF LOCK SHALL BE AS SHOWN TYPICAL SHUTTER ELEVATION. 2. (2) LOCKING RODS CO SHALL ALWAYS BE USED TOP & BOTTOM AT SHUTTER'S CENTERMATES 9 + 10 AT ALL INSTALLATIONS. LOCKING RODS SHALL BE SECURED W9 1/4 -20 THUMBSCREW 18 TYPICAL -ELEVATION FOR HI-PRESSURE BLADE. * N. T. S. 4 NOTE: SEE SECTIONS AA THRU EE ON SHEETS 11 & 12. NOTE FOR COMBINATION OF SECTIONS: 1- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. * E.D. = EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 15) CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) POURED CONCRETE _OR CONCRETE BLOCK REQUIRED • • 9 . n 44 EXISTING _I GLASS .500" #14x2 3/4" S.S. S.M.S. W/ 1/2 "0x3/4" LONG NYLON _ BUSHING (TOP ONLY) #14x2 3/4" S.S. S.M.S. W/ 1 /2 "0x 1 " -LONG NYLON BUSHING (Typ.) II MIN. SEPARATION I� TO GLASS 1 '- SCHEDULE ll IEEF 1.5) II II II 44. 4 i d .500" V° ILA a . CONCRETE ANCHORS. (SEE SCHEDULE ON SHEET 15) -WALL MOUNTING 1) _POURED CONCRETE INSTALLATION CONCRETE OR BLOCK WALL REQUIRED SECTION AA * Xc NOTE: THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE .250 "J MAX. MI CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) EXISTING GLASS —I 4r1 °.. e ° E.D° 2. ill° ! I. e. POURED CONCRETE REQUIRED #14x2 3/4" S.S. S.M.S. W/ 1/2 "0x1" ONG NYLON BUSHING (Typ.) #14x2 3/4" S.S. S.M.S. W/ 1/2 "0x3/4" LONG NYLON BUSHING (ONLY TOP MIN. SEPARATION TO GLASS (SEE SCHEDULE -"- ON SHEET 15) k.TERNATIVE ANCHORS' ° LQCATIOIV ° d a • • • •• • •••• • •i •••• .250" MAX. •••• •• z 1i 0I 010) z 0 w cn • ••••• • te•••• «/ • •••• • f • • • • • •• • .250' r MAX. • .44 �1 .375" MIN. .375" MIN. •• • • • • I•••• G b POURED CONCRETE REQUIRED • • • • 114"0 X 1" K 4SCREWS ® 6" •0.C. •• °' ♦ 1 "° 1 1 . • J. I. I• I. 8 a ° • r11••• • • •• • • • EbGE Off' SLAB IF APPLICABLE CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) - CEILING & FLOOR ** MOUNTING INSTALLATIONA SECTION BB INSTALLATIONS DETAILS FOR +H- P-RESSURE = BLADE SCALE : 3/8° 1" F.B.C. (High Velocity Hurricane Zone) I/1nizINC.\ O r"rY� —� ' TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS. FLORIDA 33166 Phan* s (305)871 -1830 . Fox : (308)871 -1531 EB- 0006719 WALTER A. TILLIT Jr., P.E. FLORIDA Uc. # 44167 NOV 0 6 2008 P.E. SEAL /SIGNATURE /DATE MID — PRESSURE AND HI— PRESSURE BLADES ACCORDION SHUTTER SYSTEM DRAWN BY: R.E. /I.A./M.C.V. B & C METALS ENTERPRISE 8430 NW 72 STREET MIAMI. FLORIDA 33166 PHONE:(305) 408 -0944 / FAx:(305) 408 -0946 12/04/07 DATE REV. NO DESCRIPTION DATE REV.*, DESCRIPTION DATE 07 -301 DRAWING No GENERAL 11/05/08 3 2 4 SHEET 11 OF 15 / . • b' • .. 2 . . I 1 \ ,11 II SEE END CONNECTION II 1 � DETAILS 16 +18 o + 10 00R0+ 12OR ON SHEET 14 TYP. FULL HEIGHT. 1 3 RO + OR 11 +10 +C IIAAI MAITRE) WIIITI -1 TYPICAL -ELEVATION FOR HI-PRESSURE BLADE. * N. T. S. 4 NOTE: SEE SECTIONS AA THRU EE ON SHEETS 11 & 12. NOTE FOR COMBINATION OF SECTIONS: 1- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. * E.D. = EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 15) CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) POURED CONCRETE _OR CONCRETE BLOCK REQUIRED • • 9 . n 44 EXISTING _I GLASS .500" #14x2 3/4" S.S. S.M.S. W/ 1/2 "0x3/4" LONG NYLON _ BUSHING (TOP ONLY) #14x2 3/4" S.S. S.M.S. W/ 1 /2 "0x 1 " -LONG NYLON BUSHING (Typ.) II MIN. SEPARATION I� TO GLASS 1 '- SCHEDULE ll IEEF 1.5) II II II 44. 4 i d .500" V° ILA a . CONCRETE ANCHORS. (SEE SCHEDULE ON SHEET 15) -WALL MOUNTING 1) _POURED CONCRETE INSTALLATION CONCRETE OR BLOCK WALL REQUIRED SECTION AA * Xc NOTE: THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE .250 "J MAX. MI CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) EXISTING GLASS —I 4r1 °.. e ° E.D° 2. ill° ! I. e. POURED CONCRETE REQUIRED #14x2 3/4" S.S. S.M.S. W/ 1/2 "0x1" ONG NYLON BUSHING (Typ.) #14x2 3/4" S.S. S.M.S. W/ 1/2 "0x3/4" LONG NYLON BUSHING (ONLY TOP MIN. SEPARATION TO GLASS (SEE SCHEDULE -"- ON SHEET 15) k.TERNATIVE ANCHORS' ° LQCATIOIV ° d a • • • •• • •••• • •i •••• .250" MAX. •••• •• z 1i 0I 010) z 0 w cn • ••••• • te•••• «/ • •••• • f • • • • • •• • .250' r MAX. • .44 �1 .375" MIN. .375" MIN. •• • • • • I•••• G b POURED CONCRETE REQUIRED • • • • 114"0 X 1" K 4SCREWS ® 6" •0.C. •• °' ♦ 1 "° 1 1 . • J. I. I• I. 8 a ° • r11••• • • •• • • • EbGE Off' SLAB IF APPLICABLE CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) - CEILING & FLOOR ** MOUNTING INSTALLATIONA SECTION BB INSTALLATIONS DETAILS FOR +H- P-RESSURE = BLADE SCALE : 3/8° 1" F.B.C. (High Velocity Hurricane Zone) I/1nizINC.\ O r"rY� —� ' TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS. FLORIDA 33166 Phan* s (305)871 -1830 . Fox : (308)871 -1531 EB- 0006719 WALTER A. TILLIT Jr., P.E. FLORIDA Uc. # 44167 NOV 0 6 2008 P.E. SEAL /SIGNATURE /DATE MID — PRESSURE AND HI— PRESSURE BLADES ACCORDION SHUTTER SYSTEM DRAWN BY: R.E. /I.A./M.C.V. B & C METALS ENTERPRISE 8430 NW 72 STREET MIAMI. FLORIDA 33166 PHONE:(305) 408 -0944 / FAx:(305) 408 -0946 12/04/07 DATE REV. NO DESCRIPTION DATE REV.*, DESCRIPTION DATE 07 -301 DRAWING No GENERAL 11/05/08 3 2 4 SHEET 11 OF 15 .CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) °I. I•• POURED CONCRETE REQUIRED #14x2 3/4" S.S. S.M.S. W/ 1/2 "0x1" LONG NYLON BUSHING (Typ.) • r, E.D° 1 EXISTING GLASS -1 #14x2 3/4° S.S. S.M.S. - W/ 1/2 "0x3 /4" LONG NYLON BUSHING (ONLY TOP) .• .250° MAX. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 15) i 250° MAX. 4 ° 4 d:' E.D. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) * • ' EDGE OF (SPAB IF I APPLICABLE POURED CONCRETE REQUIRED CEILING & FLOOR MOUNTING INSTALLATION SECTION CC NOTE FOR COMBINATION OF SECTIONS: 1- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. POURED CONCRETE -OR CONCRETE BLOCK REQUIRED CONCRETE ANCHORS SEE SCHEDULE ON SHEET 15) r ri ;k 500 E.D.. ° : ': 4 *•'. ALTERNATIVE ° LEG LOCATIO 1/4" 0- 20x3/4" LONG S.S. BOLTS / NUT & WASHER ® 6" O.C. #14x2 3/4" S.S. S.M.S. W/ 1 /2 "0x3/4" LONG NYLON BUSHING (ONLY TOP) MIN. SEPARATION EXISTING J _ TO GLASS GLASS T (SEE SCHEDULE -- ON SHEET 15) L ° x. 500" ° ALTERNATIVE EG LOCATION L 1" Min. 0 #14x2 3/4" S.S. S.M.S. W/ 1/2"0x1" LONG NYLON BUSHING (Typ.) .250 °J MAX. F.250" MAX. L 4 .500" - CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1° Min. 1/4 "e x 1" ITW BUILDEX TEK SCREWS @ 6" O.C. (SEE NOTE 13 B /1) BUILD -OUT INSTALLATION HEADER & SILL SECTION DD, INSTALLATIONS DETAILS FOR HI- PRESSURE BLADE. SCALE : 3/8" _ 1° * E.D. = EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 15) i POURED CONCRETE _OR CONCRETE BLOCK REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) 1/4" 0- 2004" LONG S.S. BOLTS W/ NUT & WASHER @ 6" O.C. 1° Min. °° . < 4 °rcc - -- • * . I°••.500°J E D:A ° • 1° ./ .500° ALTERNATIVE #14x2 3/4" LEG LOCATION ll, S.S. S.M.S. II LLON 1/2"0x3/4" G NYLON 11 BUSHING (ONLY TOP) II II 1 MIN. SEPARATION 1 TO GLASS II (SEE SCHEDULE EXISTING it ON SHEET 15) GLASS ALTERNATIVE ll TEG LOCATION U 0 #14x2 3/4° S.S. S.M.S. W/ 1/2 "0x1" LONG NYLON BUSHING (Typ.) .250 "J MAX. •••• • • •••• •••• • • • •• • • •••• • • • •• • i 7d'w 0 0) wp J (./3o w 0, • • w • 4h•••• • • I:•••• • • .1/4"0 x 1" IT*W BUILDEX • • TER SCRE VA, ®; �" O.C. • • • CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) _TOURED- CONCRETE OR CONCRETE BLOCK WALL REQUIRED • • • • 1/4'0 x 1" ITW BUILDEX TEK SCREWS ® 6" O.C. (SEE NOTE 13 B/1) BUILD -OUT 1NSTALLATIO „ 65 HEADER & SILL SECT -ION EE NOM DIvisien / By Ida • Prang Castro! F.B.C. (High Velocity Hurricane Zone) • NOV 0 6 2008 P.E. SEAL /SIGNATURE /DATE /1itEN\ 1117 TESTING & ENGINEERING COMPANY 5 N.W. 36th. (30071-1830 u.. 5 VIRGINIA •0(30ENS, FLORIDA 33188 E8- 0006719 WALTER A. TILLIT Jr., P.E. FLORIDA Lie. # 44167 MID— PRESSURE AND HI— PRESSURE BLADES ACCORDION SHUTTER SYSTEM DRAWN BY: R.E. /I.A. /M.C.V. B & C METALS ENTERPRISE 8430 NW 72 STREET MIAMI, FLORIDA 33166 PHONE:(305) 408 -0844 / FAX:(305) 408 -0948 12/04/07 DATE REV. NO DESCRIPTION DATE REV. No DESCRIPTION 3 2 4 07 -301 DRAWING No DATE SHEET 12 OF 15 16 + 18 (TYP.) (EXTERIOR INSTALUNG) II EXISTING GLASS III II ® ®m ®ae .500" #14 x 3/4" S.M.S. 500" 0 12" 0.C. FULL LENGTH 2 "x2 "x1 /8 "xCORNER TUBE'S DEPTH (6063 -76 ALLOY) ALUM. ANGLE W/ (2) 1/4 °0 TAPCON ANCHORS TO CONCRETE (TOP /BOTTOM) & (4) #14 "0x3/4" SMS TO TUBE AT EACH ANGLE. (TYP) + 1$ (TYP.) RIOR STALUNG) fl EXISTING GLASS RO +4DOR 0 +120R130R C>(41+4-31 0 0+ 18 (TYP.). (INTERIOR INSTALUNG) \ / !_ �1 • L _. /bra 1_1: =.� 6,.‘:-t . ---1—.---- 4 I Kati 11.11 90.0• / IM"Il (6.L.1 Ir. o 1111111 ,t±-16, _ ` + 0 (TYP.) (EXTERIOR INSTALLING) SECTION FF END INSTALLATION DETAILS FOR HI- PRESSURE BLADE TORO + 4DOR 11 +12R OR 11 +C41+cy z 0 J QNOtn W '- In w �wN z .500" #14x3/4" SMS 0 12" O.C. FULL LENGTH (TYP.) (EXTERIOR INSTALUNG) SECTION GG EXISTING GLASS SCALE : 3-/8" = 1' POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED. CONCRETE ANCHORS 12° 0.C. A 14 "x 3/4" SMS ® 12" r 11111hTirdli S(M) #14 x 3/4° (2) 1/4°0 TAPCON ANCHORS EA ANGLE fir'\ • • • • • •• • • •••• •••• •••• • • •••• • • •• • •• • • • • • • • • • • •••• • • • • • •• •• •• • 2 xI frj46xCORNER • • • TtlBE'S• DL•PTH ALUMINUM • ANGLE (2•REQUIRE% • • i • • • • • • • • • •• • • • • • • CORNER POST ISOMET IC (TYP. AT TOP AND BOTTOM SLABS) N.T.S. -107 -0 6 2008 P.E. SEAL /SIGNATURE /DATE /1inIN\ IWT TESTING & ENGINEERING COMPANY �• N.W. 38th. SL, Ste. 305. VIRGINIA GARDENS, FLORIDA 33166 P1onx : (305)871 -1530 . Fax : (305)871 -1531 EB- 0006719 WALTER A. TIWT Jr., P.E. FLORIDA Lic. # 44167 DGE OF SLAB F.B.C. (High Velocity Hurricane Zone) MID PRESSURE AND HI— PRESSURE BLADES ACCORDION SHUTTER SYSTEM DRAWN BY: R.E. /IA /M.C.V. B & C METALS ENTERPRISE 8430 NW 72 STREET MIAMI, FLORIDA 33166 PHONE:(305) 408 -0944 / FAx:(305) 408 -0946 12/04/07 DATE REV. NO OESCRIPTION DATE REV. No DESCRIPTION DATE 07 -301 DRAWING No GENERAL 11 /03/08 3 2 4 SHEET 13 OF 15 INSTALLATION FOR HI PRESSURE BLADE INTO CONCRETE OR CONCRETE BLOCK WALL CONCRETE ANCHORS ® 12" 0. C. .500" POURED CONCRETE OR EXISTING CONCRETE BLOCK WALL GLASS _REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 15) o0Ro+ 21 R 11 +12OR13R 11 +12 +C1 CONCRETE ANCHOR 12" 0.C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED SECTION HH END INSTALLATION DETAILS FOR SCALE 3/8" 1" HI- PRESSURE BLADE CONCRETE ANCHOR 12" 0.C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 1.5) .500" #14 x.3/4" SMS ©12" 0.C.1 FULL LENGTH. 1\ SEE DETAIL Z- FOR SIDE CONNECTION TO TRACKS END CONECTION DETAIL SCALE : .3/8" = •USE 1" OR 2" MAX. (As APPUCABLE). x2 "x1 /8 "x0' -2" ALUMINUM CLIP ANGLE (6063 -T6 ALLOY)- AT MIDHEIGHT W /(1) _610x1/2" S:M.S. TO 1 & (2) 1/4"o CONS ANCHORS TO WALL AT 1° O.C. (MAY BE INSTALLED AT EITHER SIDE OF Q5 (TYP•) (EXTERIOR INSTALLING) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1/16 "x3" MAX (6063 -T6) CONT. ALUM. CLOSER PLATE. (MAY BE 1 INSTALLED AT 1 EITHER SIDE OF 15) ° 4 EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 15) #14x3/4" SMS ® 12" 0.C. FULL LENGTH. SEE DETAIL Z FOR SIDE CONNECTION TO TRACKS 00R0 + 2)OR 0 + 120R130R 11 +12 +41 .500"j MIN. END CONECTION DETAIL SCALE : .3/8" _ t •..'• #14 x 3/4" SMS © 12" 0.C. FULL LENGTH. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 4 ° EXISTING GLASS T MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 15) SEE DETAIL Zi FOR SIDE CONNECTION TO TRACKS END CONECTION DETAIL SCALE: 3/8" = 1° .8 .. 1 ° .w ;II � 4M OOR c), (DoR a.WINSIT GY+tii7 #14 x 2 3/4" SS SMS SEE NOTE-3 /1) PLAN VIEW Y DETAI SCALE : 3/8" 1" POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED Lk1511G • • • • • aomee���= 4 °aa MIN. • •••• •...a$" • •44141. • • • • • • •• �� •• • • • • • • VIN. SEPARATION ' TO GLA$....: :. %.+F . SCHEDULE • • ON SHEET •10)• • • •• •• ,__;500; • \ IOINN. CONCRETE ANCHOR O 12" 0.C. DRO + 21 OR 11 +120R13oR 11 +u +© NOV 0 6 2008 P.E. SEAL /SIGNATURE /DATE /17nwIM:\ T TESTING & ENGINEERING COMPANY 6355 N.W. 38th. St.. Ste.'305. VIRGINIA GARDENS. FLORIDA 33188 Phone : (305)87T -1530 . Fax : (305)871 -1531 EB- 0008719 WALTER A. TILUT Jr., P.E. FLORIDA Lie. .4 44167 14x3/4" SMS 12" 0.C. FULL LENGTH. • _•. U •_•.• • • • • • -• • END CONECTION DETAIL SCALE : 3/8° _ (Hi -crh Velocity Hurricane Zone MID— PRESSURE AND Ht— PRESSURE BLADES DRAWN BY: ACCORDION SHUTTER SYSTEM B & C METALS - ENTERPRISE 8430 NW 72 STREET MIAMI, FLORIDA 33166 P10NE(305) 408 -0944 / FAX:(305) 406 -0946 12/04/07 DATE REV. NO DESCRIPTION DATE REV. No DESORPTION DATE 07 -301 DRAWING No GENERAL 1/05/08 2 4 SHEET 14 OF 15 11I1II 1 II I1III l lil1II lilt Ii1111i1111•111,1181i1 MAXIMUM DESIGN RESSURE RATING "W" (p.s.f.) AND CORRESPOND! G MAXIMUM SPAN "L" SCHEDULE. MAXIMUM .DESIGN LOAD NI" (p.s.f.) MAXIMUM SHUTTER SPAN SPAN FOR ALL SECTIONS • MINIMUM SEPARATION TO GLASS (in.) ALL SECTIONS uc... ma. Imo Nm4IP A e.1team VALID FOR SECTION EE 40 WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) 12' -2" 16' -O" BUILD —OUT MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) 3° -BUILD —OUT MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) 45 NOTE 1 11' -11" 15' -10" NOTE 1 3° NOTE 3 50 NOTE 2 11' -7" 15' -4" NOTE 2 3" NOTE 1 55 NOTE 3 11' -4° 14' -10° NOTE 3 3" NOTE 2 60 NOTE 1 11' -1° 14' -5° 40 OR LESS 3° 6" -65 6" 10' -10° 14' -0" 6' 3° 6" 70 6" 10' -8" 13' -7" 6" 3" 6° 75 6" 1O' -6" 13' -2" 6" 3" 6° 80 6" 10' -4" 12' -6" 6" 3" 6" 85 6" 10' -2" 12' -4" 8° 3" 6" 90 6" 10' -0" 12' -0" 6" 3" I 95 6° 9' -10° 11' -8° — 3" — 100 — 9' -6" 11' -5" B° 3" 6" 105 6" 9' -7" 11' -1" — 3" — 110 — 9' -6" 10' -10" — 3" — 115 6" 9' -5" 10' -7" 6" 3" 3" 120 6" 9' -4" 10' -5" 6" 3" 6" 125 6° 9' -2" 10' -2" 5" 3° 6" 130 6" 9' -0° 10' -0" 6" 3" 6" 135 6" - - -- 9' -10" 2 7/8" 8" 140 ' - - -- 9' -7" 2 7/8" 6° 145 6" - --- 9' -5" 2 7/8" 5" 150 — - - -- 9' -4" 2 7/8" 6" 155 4" - - -- 9' -2" 2 7/8° — 160 — - - -- 9' -0" 2 7/8" — 165 — - - -- 8' -0" 2 7/8" 5" 170 6" - - -- 7' -0" 2 7/8" 6" 175 5° - - -- 6' -0" - 2 7/8" 6" 180 6" - - -- 5' -0" 2 7/8° 4 1/2' 185 6" - - -- 4' -10" 2 7/8" 6" 190 6" - --- 4' -9" 2 7/8" 6" 195 6" - - -- 4' -7" 2 7/8" NOTES: (1) L+:—MAXIMUM ALLOWABLE SHUTTER SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L —: MAX. ALLOWABLE SHUTTER SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SHUTTER SPAN FOR WALL MOUNTINGS OR FLOOR /CEILING: GIVEN A POSITIVE DESIGN LOAD; DETERMINE MAXIMUM SHUTTER SPAN "L +" FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SHUTTER SPAN "L —" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SHUTTER SPAN IS EQUAL TO THE MINIMUM DETERMINED SHUTTER SPAN BETWEEN "L +" AND "L — °. MAXIMUM DESIG - P' ESSURE RATING "W" • s.f. AND CO' RESP ' NDING MAXIMUM SPAN SCHED (VALID FOR SECTIONS AA, BB, CC, DD & EE ON SHEETS 11 & 12). MAXIMUM DESIGN. PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING • MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + LE. MAX. ANCHOR SPACING VS MAX. SHUTTER SPAN( * APPUCABLE FOR MAX. SHUTTER SPAN 8' -0" APPUCABLE FOR MAX. SHUTTER SPAN 5' -3" APPLICABLE FOR MAX. SHUTTER- SPAN 9' -9" - **** APPLICABLE FOR MAX. SHUTTER SPAN 12' -7" **** *APPUCABLE FOR MAX. SHUTTER SPAN 10' -2" •• *•* MAXIMUM DESIGN LOAD "W" (p.s.f.) VAUD FOR SECTION M VAUD FOR SECTION BB VALID FOR SECTION CC VAUD FOR SECTION DD ' VALID FOR SECTION EE WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) FLOOR /CEIUNG MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) FLOOR /CEILING MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) BUILD —OUT MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) BUILD —OUT MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) -BUILD —OUT MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) BUILD —OUT MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 -NOTE 3 NOTE 1 NOTE 2 NOTE- 3 40 OR LESS 6" 6" 6" 6" 6" 6" 6' 6° 6" 6° 6" 6° 6° 6" 6" 6° 6° 6" 6" 6° 6" 6" 6° 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 8° 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6° 6° 6" — — — — — — 8° B° 6° 6" 6" 6" — — — — — — — — — — — — FROM < 40 TO 62 6" 6" 6° 6" 6" 3" 6° 6" 4 1/2" 6" 6" 5 1/2° 6" 6" 6° 6" 6° 5" 6° 6" 6" 6" 6" 5° 6" 8" 6" 6" 6" 4" 6" 6" 6" 8" 6" 8" 6" 6" 6" 6" 6° 6" 6" 6" 6" 6" 6" 5" — — - — — — 6" 6" 4" 6° 6" 6" — — — — — — — — — — — — FROM > 62 TO 72 6" 6" 5" 6° 6" 3 "**** 6° 6" 4" 6" 6° 5° 6" 6" 6" 6" 6" 4 1/2° 6" 6" 6" 6" 6° 4 1/2' 6" 6" 6" 6" 8" 4"4"1"1"4 6" 6" 6" 6" 8" 6" 6" 6" 6" 6" 6" 6" 6" 6" 8" 6" 6" 6" — — — — — — 6° 6" 4" 6" 6" 6" — — — — — — — — — — — — FROM > 72 TO 92 6" 6" 4° 6° 5" 3 ° *** 6" 5" 3 1/2" 6" 6" 4 1/2" 6" 6° 60 6" 5 1/2" 4" 6° 6" 6" 6° 5 1/2" 4" 6" 6" 5" 6" 6" 4 "*** 6" 6" 6° 6" 6" 6" 6" 6" 6" 6" 6" 5 1/2° 6" 6" 6" 6' 6" 5 1/2" — — — — — — 6° 4 1/2" 3 1/2° 6" 6" 6" — — — — — — — — — — — — FROM > 92 TO 110 6" 5" 3 1/2° 6" 3 1/2 "t — 6" 4" 3 1/2" 6" 5" 4" 6" 6° 6" 6" 4 1/2" 3 1/2" 6" 6" 6" 6" 4 1/2" 3 1/2° 6" 6" 4" 6" 4 1/2" — 6° 6" 5 1/2" 6" 6" 6" 6" 6° 6" 6" 6° 5" 6" 6" 6" 6" 6" 5" — — — — — — 6" 3 1/2" 3" 6" 6" 5 1/2" — — — — — — — — — — — — FROM > 110 TO 170 6" 3 1/2" 3 "***** 4" 3 " ** — 5" 3° 3 "*** 6° 3 1/2" 3 1/2" 6" 6" 6° 5 1/2" 3 1/2" 3° 6" 6" 6" 5 1/2" 3 1/2" 3" 6" 4 1/2" 3 3/4" 4" 4 " ** — 6" 5° 5" 6" 6" 6" 6" 6" 6" 6" 5" 4" 6" 6" 6" 6" 5" 4" — — — — — — 4 1/2" 3" 2 1/2" 6" 5 1/2" 4 1/2" — — — — — — — — — — — — FROM > 170 TO 195 6" 3 1/2" — 3" — — 4 1/2" 3 1/2" — 5 1/2" 5 1/2" — 6" 6° — 5" 3 1/2" — 6" 6" — 5" 3 1/2° — 6" 4 1/2" — 4" — — 6" 5 1/2" — 6" 6" — 6" 8" — 6" 5" — 6" 6" — 6" 5" — — — — — — — 4" 3" — 6" 5 1/2" — — — — — — — — — — — — — • MINIMUM ANCHOR SPACINGS LISTED BELOW ARE AS PER MIN. EDGE 'F' DISTANCE SCHEDULE. FOR E.D. LESS THAN SCHEDULE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 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 1/4 "0 TAPCON 5/1.6 "0 TAPCON XL 1/4 "0 CALK-IN MIN: SPACING =3" MIN. SPACING =3.75" .MIN. SPACING =2.50" 1.50" - - - 2.00" - - - 2.50" - .89 .50 . 2.688" - .96 - 3.00" 1.00 .96 .63 3.625" - 1.00 - ANCHORS - LEGEND ANCHORS TYPE MINIMUM ANCHOR SPACING MINIMUM EDGE DISTANCE CONCRETE C. BLOCK 1/4"0 TAPCON 3192 psi. (MIN.) CONCRETE 3.00" 3.00" 3.00" 5/16 "0 TAPCON XL 2899 psi. (MIN.) CONCRETE . 3.75" 3.625" 4.50" 1/4 "0 CALK -IN 3000 psi. (MIN.) CONCRETE 2.50" 3.50" — 2 HI- PRESSURE BLADE 1/4 "0 TAPCON 5/16 "0 TAPCON XL 1/4 "0- CALK —IN • • • • • •• • • •••• • • •••• •• •• • • • •• • • •• • • •••• • • • • • •••• • •••• • • • ' • • •• •• •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ANCHOR SPACING LEGEND (NOTE 1 ") Max. ANCHOR SPCG. VALID FOR SPANS OF 5' -0" OR LESS. (NOTE 2) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN -5' -0" TO 9' -0 ". (NOTE 3) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 9' -0" TO MAX. ALLOWED. F.B.C. (High Velocity Hurricane Zone) /1TrENC.\ P.E. SEAL /SIGNATURE /DATE IT TESTING & ENGINEERING COMPANY N.W. 36th. St, Ste. 305. VIRGINIA GARDENS. FLORIDA 33.186 Phone : (305)871 -1530 . Fax : (305)871 -1531 EB- 0006719 WALTER A. TILUT Jr., P.E. FLORIDA Uc. # 44167 MID— PRESSURE AND HI— PRESSURE BLADES - ACCORDION - SHUTTER SYSTEM DRAWN BY: R.E. /I.A. /M.C.V. B & C METALS ENTERPRISE 8430 NW 72 STREET MIAMI, FLORIDA 33166 PHONE(305) 408 -0944 / FAX:(305) 408 -0948 12/04/07 DATE REV. NO DESCRIPTION DATE REV. N° DESCRIP110N DATE 07 -301 DRAWING No GENERAL 1/03/06 3 SHEET 15 OF 15 1. ASSA /60mm BERTHA ROLL -UP SHOWN ON THIS PRODUCT APPROVAL DOCUMENT HAS BEEN VERIFIED FOR CODE " COMPLIANCE IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE . DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.A.D. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR -WIND LOADS WAS NOT USED IN THEIR ANALYSIS. A DURATION FACTOR CD =1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. ASSA /60mm BERTHA ROLL -UP' ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1606.1.4 OF- THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LAB. REPORTS # 2751 & 2760 AS PER TAS -201, TAS -202 & TAS -203 PRTOCOLS. 2. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALLOY (UNLESS OTHERWISE NOTED). 3. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W /50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018. ALL S.M.S. ARE TEK SCREWS MANUFACTURED BY ITW- BUILDEX. • 4. BOLTS TO BE A.S. T M. -307, GALVANIZED OR AISI 304 SERIES STAINLESS STEEL WITH 36 ksi MINIMUM YIELD STRENGTH. 5. STORM BARS AT FLOOR OR CEILING MOUNTING INSTALLATIONS MAY BE REMOVABLE AT NON HURRICANE CONDITIONS HOWEVER, EACH STORM BAR SHALL BEAR A PERMANENT LABEL IN A VISIBLE PLACE . WITH A WARNING NOTE INSTRUCTING THE TENANT OR OWNER THAT STORM BARS MUST BE INSTALLED WITH CORRESPONDING HARDWARE DURING PERIODS OF HURRICANE WARNING AND THAT ROLL UP SHUTTERS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL STORM BARS ARE INSTALLED AS DIRECTED. 6. REMOVABLE STORM BARS SHALL BE STORED IN A CONSPICUOUS PLACE WITH EASY AND IMMEDIATE ACCESS SO THAT THEY CAN BE REACHED AND INSTALLED ANY TIME (HURRICANE CONDITIONS OR NOT) SLATS ARE ROLLED - DOWN. THE EFFECT OF THE SLATS ROLLED DOWN WITHOUT STORM BARS IS; THOSE SLATS WILL SLIP OUT OF TRACK DUE TO THE DEFLECTION CAUSED BY WIND FORCES. Z ANCHORS TO WALL FOR SIDE RAILS & BOX CONNECTION SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRL I L (f'c= 3320 psi Min.): -1/4 " 0 TAPCON ANCHORS AS MANUFACTURED BY ELCO TEXTRON. NOTES: A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. (B) (c) (D) A.2) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. TO EXISTING CONCRETE BLOCK WALL: -1/4" 0 TAPCON ANCHORS, AS MANUFACTURED BY ELCO TEXTRON. NOTES: B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, . INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4" B.2) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. ANCHORS REQUIRED FOR STORM BARS, HEADERS. & MULLION CONNECTIONS TO CONCRETE f c =3 ksi Min. SHALL BE AS SPECIFIED- ON APPLICABLE SECTIONS SHOWN ON SHEET 5, 5A, 6, & 7 OF 14 RESPECTIVELY. POWER BOLTS & CALK -/N ANCHORS TO BE AS MANUFACTURED BY POWERS FASTENERS, INC. 1/4" 0 TAPCON ANCHORS, AS MANUFACTURED BY ELCO TEXTRON. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET, WHICHEVER IS LARGER (MORE CRITICAL). ANCHOR 3/8 "0 POWER BOLT 1/4"0 CALK -IN 3/8 "0 CALK -IN 1/4 "0 TAPCON 1/2 "0 POWER. BOLT SPACING 3 3/4" 2 1/2 " 3 3/4" 3' 5" EMBEDMENT EDGE DISTANCE CONCRETE CONCRETE BLOCK 4 1/2" 2 1/2" (2000 psi) 1 1/2" 3" 7/8" (3000 psi) 7/8" 4 1/2" 1 1/4" (3000 psi) 1 1/4" 2 1/2" 1 3/4" (3000 psi) 1 1/4 " 6" 2 .1/2" (2000 psi) • 1 1/2" 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. 9. _ SHUTTER MANUFACTURER'S STAMP LABEL BE PLACED ON THE EXPOSED SURFACE OF THE SIDE R4/L APPROXIMATELY 4" ABOVE THE BOTTOM OF SUCH RAIL. LABEL SHALL READ AS FOLLOWS: EUROTEC, INC. MIAMI, - FL. MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. 10. ROLLzUP MECHANISM NOT PART OF THIS APPROVAL, BUT SHALL BE CERTIFIED BY AN INDEPENDENT TESTING AGENCY. 11. (A) THIS (P.A.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (5) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE, SAFETY OF. THIS PRODUCT, BASED ON THIS PRODUCT P.A.D. PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (C) .THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED, INVALID IF ALTERED BY ANY MEANS. (D) SITE SPECIFIC .PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH . WILL BECOME THE ENGINEER OF RECORD (E.O.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.AD. (E). THIS P.A.D. SHALL COMPLY WITH SECTION 2: 61G15 OF THE.-FLORIDA ADMINISTRATIVE CODE. 12. ONCE ALL COMPONENTS HAVE BEEN CHOSEN, CHECK FOR COMPLIANCE WITH SECTION 1613.1.9 OF THE FLORIDA BUILDING CODE 2004. yti/oss- .... .... • • . • • .. .... • • • .. • • • .... • . .... • • • • • • .. .. .. • • • • • • ▪ • • • • • • • . • • • • .. • • • Pci , 5.g9 i:7- • Ety • F.B.C. (High Velocity Hurricane Zone) IL EC O INc. TILLIT TESTING d• ENGINEERING COMPANY "63:15 KW. JEUL SE, S...las - MAW GYCJEM FL 33166 Mom : 005)871 -f531 . Few : (Ja5)671-15.7t EH- 0006719 WALTER A. TlLLWT Jr., P. & FLORIDA Lic. % 44167 ASSA /60mm BERTHA ROLL —UP DRAWN BY: M.C.Y. /L-G. EUROTEC, INC. (ASSA MEMBER / 277) 8315 N.W. 74TH STREET MIAMI, FL JJ166 PHONE:(J05)6J9 -1855, FAX:(305)639 -1853 7/12/05 DATE -..w 6Atr my. NNr a>< 05 -153 DRAWING No GENERAL NOTES 5%11/06 l t • SHEET 1 OF 14 • P M. YY� MN■ li Max. SLAT SPAN (SEE SCHEDULE) Max. STORM BAR SPACING (SEE SCHEDULE) NOTE SEE SHEET 2 & 3 OF 14 FOR COA(PONEN7S Max. MULLION SPACING I-- d W- 1 4 Q • rZQ Max. SLAT SPAN (SEE SCHEDULE) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION (NO STORM BARS REQUIRED) NOTE SEE SHEET 2 & J OF 14 FOR COMPONENTS NOMENCLATURE Naomi .11 r1n� —fit Q Oo OR O@ OR O (TYP.) ® ® ® OR (TYR) (DOOR (Typ. Ea. IND) O 4 O Max. SLAT SPAN (SEE SCHEDULE) Max. STORM BAR SPACING (SEE' SCHEDULE) NOTE - SEE SECTIONS ON SHEET 4 I1IRU 7. 'TYPICAL MULTIPLE UNIT ELEVATION (STORM BARS REQUIRED) NOTE SEE SHEET 2 & J OF 14 FOR COMPONENTS NOMENCLATURE Max. HEADER SPAN & Max. MULLION SPACING (SE' SCHEDULE) W -2 OR O Cont. O 1 /r' L WHEN APPLICABLE W -2 CONSECUTIVE MULTIPLE UAW EU TIO ■STORM WARS iEQWRED) NOTE SEE SHEET 2 & 3 OF 14 FOR COMPONENTS NOMENCLATURE APPLICCAABLE • • •••• • .• •••• • • • • •• • •.•• • • • • • •• • • • • • •••• • • • • •a•••• •••• • •••• • • • • • •• •• •• • • • • • • • • • • • • • • • •• • • • • 1,78a Eta #giy`.I'# ' c r t • • • • •� • • • • F.B.C. (High Velocity Hurricane Zone) IL E c o INc. TILLIT TESTING a ENGINEERING COMPANY suss az deny. S1. Sta. Ja! - WAWA CAROM IL .3186 Phase r 0:0171-t5x1 . fax r 00a)1171 -1571 E B- 0006718 WALTER A. MIT .t. P. E FLORMA LLa / 44167 ASSA /60mm BERTHA ROLL —UP DRAWN BY: J..LV. EUROTEC, INC. (A55A MEMBER # 277) 5511 NW. 72nd AVE PHONE(305)885 -6555, FAX(305)885 -6554 7/12/05 LATE Rxw 1Y(IS 1 ff rM xs —, mr 1 at 05 -153 ORAw WG Na 1 a . • SHEET M OF 14 .315' 213- ® TYPE 2 SLAT: befRLiBED- AL- UMMINIJ h --- ' FX DEB- AL- UM1Ndla SLAT 6063 -T6 ALUMINUM ALLOY 6063 -T6 ALUMINUM ALLOY SCALE- 1 / 2 " = 1 SCALE: 1/2" = 1 ° �2oDD --f 2000 f /4" TYP. 3/B -16x4 t /2" S.S. CAP SCREWS W/NUT 24' QC. STARTING AT 10" FROM MP AND BOTTOM OF STORM B4R. 1/4" Q TYPE 5 STORM BAR: 4" HEAVY EXTRUDED STORM BAR 6063 -T6 ALUMINUM ALLOY SCALE. 1/2" = 1" q,), TYPE 1 SIDE H.41 L• 6063 -T6 Alum. ALLOY SCALE: 1/2° = 1° a /4' TYPE 1 STORM BAR: 2" EXTRUDED STORM BAR 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1 3.000" � L QG HEADER TYPE 1: 1.464 0 2965" 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1 " .501" .216" .0W" .079" .354 " ---! 63 -T6 Alum. ALLOY SCALE: 1/2" = 1 " TYPE 2 STORM BAR: .3" EXTRUDED STORM BAR 606J -T6 ALUMINUM ALLOY SCALE: 1/2" = 1 " 000' /e' HEADER TYPE 2: 6063 -T6 ALUMINUM ALLOY SCALE: 1/2° = 1" © TYPE 3 SIDE RAIL: 6063 -T6 Alum. ALLOY SCALE: 1/2" = 1" EO TYPE 3 STORM BAR: 4" EXTRUDED STORM BAR 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1" 4.000" I HEADER TYPE 3: 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1° Q TYPE 4 SIDE RAIL: 6063 -T6 Alum. ALLOY SCALE :: 1/2" = 1" 1/4" TYP. TYPE 4 STORM BAR: " HEAVY EXTRUDED STORM BAR 606J -T6 ALUMINUM ALLOY SCALE: 1/2" = 1 " mau- 1 1 /1it.\ TILLIT TESTING & ENGINEERING COMPANY 6JS! K FEM14t6/ )7 .1.1161 (3 S7t- L . f 1- St ER- 0006719 *ALTER A TILLf Jr„ P. E FLORIDA Lk. / 44167 •••• • • • • u••• • • • • (J HEADER . •TXPE • 4`..' •: 606.3-T6 ALUM /NYM OY • • SCALE: 1/2° *5; • • • • •••• • • • •. .• • • • • • • • • •• • •••• • • • .• • • • • • •• • • •• • • • • • • • 07 G 11t . 2Z MAT-I PIT 43021t/..-4 xPey§ 44: • F.B.C. (High Velocity Hurricane Zone) ASSA /60mm BERTHA ROLL —UP °Ni; sr• EUROTEC, INC. (ASS4 MEMBER / 277) 5511 NW 72nd AVE PH0NE:(305)885 FL. FAJL(305)585 -6554 MK* aa>rrnoM atr anc w Mamma" t a — !. 4 — 7/12/05 DATE 05 -153 DRAWN No SHEET 2 OF 14 ®N TYPE 1 MULLION: 4" EXTRUDED MULLION 6063 -T6 ALUMINUM ALLOY SCALE. 1/2" = 1 (2) CONCRETE ANCHORS SPACED 2' 0.C. VERTICALLY W/ 3/4' EDGE DISTANCE TOP & BOTTOM. / / / / / / / / / / / / / / /// OGalt'. STEEL SIDE BRACKET Galt'. STEEL DRUM BALL BEARING ASSEMBLY YO SHUTTER COVER #10x1/2" S.M.S. 0 4' 0.C. BRACKET DETAIL 1 4.000' 1/4" 6063 -T6 ALUMINUM ALLOY SCALE; 1/2• = 1' /18x1 /2 S.M.S. 0 6' 0.C. 1-1.000. SIDE END ® DRUM Sc4LE: 1/4' = 1" 1010 ELITE ROLLED STEEL F. E P. O. 1 Z 200 DESIGNATION Ftu= 410 NW /MM2. X OF STRETCH MINIMAL ON TEST. BAR OF 60 MM: 24 X G -90 GALVANIZED COATING Thk.: .060' VARIES g 4.000" 1/4 lYP. TYPE 3 MULLION: 6" EXTRUDED MULLION 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1' FOR CASES W /OUT HEADER flOxl /2" S.M.S. 0 6' O.C. FOR CASES W/ HEADER ® WALL HOUSING PLAN OPTIONAL NO OO DR PO #10x1/1' DAS. \ 04 "0.C., OGals. STEEL SIDE BRACKET OGaIv. STEEL DRUM BALL BEARING ASSEMBLY YO SHUTTER COVER #10x1/2' SM.S 0 4' O.C. BRACKET DETAIL 1A FOR CASES W/ HEADER FOR CASES W /OUT HEADER • scAL£ 3/16' = 1' 3105 -1114 ALUMINUM ALLOY T7-IICKNESS:.032" _ v1`16 Z SHUTTER SIDE COVER SCALE 3/16' _• 1' 3105 -H14 ALUMINUM ALLOY THICKNESS: .032 ® WALL HOUSING SCAM 3/16' = 1' 3105 -H14 ALUMINUM ALLOY THICKNESS: .032' (3)(14x1' S.M.S. Ea. BRACKET 4 • O Pi #10x1/2' S.M.S. 0 6' 0.C. ®@ORo • (3)#1 4x1' S.M.S. 11 s £a. BRACKET (10x1/2' S.M.S. 0 Galy. STEEL I © Garr STEEL SIDE BRACKET Galt'. STEEL DRUM •11 L 11=10 /► SHUTTER BALL BEARING ASSEMBLY COVER SIDE BRACKET OGa /v. STEEL DRUM r — t � BALL BEARING ASSEMBLY SHUTTER COVER #10x1 /2' S.M.S. — (10x1 /2" S.M.S. O 4'0.C. 04'0.C. BRACKET DETAIL 2 5.500" 0 ELEVATION n. n n n n W • • • • • •• • • •••• • • •••• • • ••1• •••• • • • •• • • • SIDE BRACKET ScgL€•Y.*' = 1 1010 ELITE ROLLED STEEL FL P. 0. 1 Z 200 DESIGN/171W • • Ftu= 410 NW /MM2. X OF STRETCH • MINIMAL ON TEST. B4R OF 80 1411: 24 a G -90 GALVANIZED COATING Thk!i,gdo1 • • • • • END BRACKET SYSTEM 3=;= /03._ •f••2•• a250' • • • • • • • • • • • • * SEE NOTE 10 ON SHEET 1 OF 14 F.B.C. (High Velocity Hurricane Zone) IL ECOiNc. nLLir TESTING & ENGUNEER!NG COMPANY aLU M 1i510 - r mum EE- 0006719 SALTER A.. TWR' Jr P. E FLORIDA Ua. # 44167 ASSA /60mm BERTHA ROLL —UP EUROTEC, INC. (ASS4 MEMBER / 277) 5511 NW 72nd AYE MIA141; FL. 35165 PHON&(305)8 FAX•(305)685 -6554 XX M. air ax M. DRAWN Wl Br .LJ.Y. 7/12/05 DATE 05 -153 DRAWING No t SHEET 3 OF 14 SCALE: 1/2" = 1 " TAPCON ANCHORS (its ON POURED CONCRETE OR CONCRETE BLOCK V3 REQUIRED 114x3/4" SM.S 0 6' ac. 2 "x2x1/8" Cant Alum. ANGLE W/ 114x7/4" SACS. 0 6' O.C. TO SIDE RAIL SECTION P - P (2) : SIDE WALL MOUNT SCALE 1/2" = 1" SIDE RAIL ANCHOR SCHEDULE MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING(In) * FOR SIDE RAILS ® , *fC , & a CONNECTION TO POURED CONCRETE OR MASONRY WALL.. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOAD) 1 xrx1 /8. 2x.1 x1 /8. J'xJ"xl 8" OR J"x4x1 /8" caw. TUBE MAXIMUM M DESIGN I LOAD `t Y" (p.s -f) ACTUAL E. D. SIDE RAIL 0 3" SIDE RAIL QJ 2 1/2" SIDE RAIL @L SIDE RAIL 0 WALL MOUNT INSIDE MOUNT BUILD -OUT MOUNT WALL MOUNT INSIDE MOUM BUILD -OUT MOUNT WALL MOUNT INSIDE MOUNT BUILD -OUT MOUNT WALL MOUNT INSIDE MOUNT BUILD -OUT MOUNT _•� J 1GL" 4" 6" 4" 6" 6" 5" 6" 6" 5" 6" c_Rn OR LESS 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" - v >80 TO 150 3 1/2" 2 1/2" 5" 3 1 /2" 2 1/2° 5 1/2" 5" 3 1/2" 6" 5" 3 1/2" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" >150 TO 195 3" 2 1/2" 5" 3" 2 1/2" 5" 4" 3" 6" 4" 3" 6" 6" 5 1/2" 6" 5" 5" 6" 6' 6" 6" 6" 6" 6" r - A D RAILS VERSUS EDGE PISTANCE = E. D, MAXIMUM SIDE RAILS ANCHOR SPACING ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2", REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS (REDUCED SPACING OBTAINED USING FACTORS SHALL NOT BE LESS THAN 37 ACTUAL E. D. FACTOR 3" .86 2 1/2" .75 2" .50 114x3/4" SAS • 6" ac /4' Max. MASONRY POURED CONCRETE l 5l SUBSTRATE LEGEND 2x2'xl 8" Cant. ALUMINUM ANGLE /14x3/4" S.M.S. 0 6" as V2"x2"x1/8- - ALUMINUM ANGLE oP. P® SECTION R R : MUWON MOUNT (INSIDE MOUNT) SCALE: 1/2' y„ @OR OR OR (2)114•3/4' ILLS. 0 6' 0.C. K1) 1/4 W -1 OR W -2 OR 1140/4 "`SAS6 O 6" 0.B. • • • •• • •• •• .i•/4 "Max. • • • • • • • •• • • •• • • • w -1 oR• 4D -7 . • • • SECTION q - Q : MULtiON MOUNT (FACE MOUNT) SCALE 1/2" = 1" OR ••• • • • • • • • • • • • r4: F.B.C. (High Velocity Hurricane Zone) /1TDNr\ TILLIT TESTING & ENGINEERING COMPANY 0355 kW. Met ( 1.. 005)071-1St sum E8- 0006719 WALTER A. TILT Jr P. E FLORIDA Lie. / 44167 ASSA /60mm BERTHA ROLL -UP DRAWN BY J.J.Y. EUROTEC, INC. (ASS4 MEMBER / 277) 5511 NW 72nd AVE tam& 13166 PH014E(30.5)865 553. FAX:(305)885 -6554 7/12/05 DATE Ae[K Ire Wt[ • xcv, w. j 4 00001101( 05 -153 DRAWING Na SHEET 4 OF 14 POURED CONCRETE REQUIRED CONC1 E7E ANCHORS • 6' 0. C tunamrt AIYLTiWRtS W 72- a C. POURED CONCRETE REQUIRED n.--2' (MIN) w � ExlsnNC% GLASS ott FOR GASES W /OUT HEADER 1 1/2'x1 1/2x1/8" FOR STORM BAf vrpog x Slow BAR DEPTH /— INSTALLA1ONS INTO CONCRETE USE (2)1/4'0 DAPCON ANCHORS EA. SIDE FOR DESIGN LOADS UP TO 80 PSF., 54' MAK SLAT SPAN & 90" MAX STORM BAR SPAN & (2)3/8 "0x3" POWER BOLTS EA. SIDE FOR wow? LOADS' AND SPAN CONDITION FOR WSTALLA11ONS INTO HEADERS USE (3)14x3/4" .ALS. EA. SIDE. ../ �J /4 au n. ANGLE EA. J/4 1sw E wok. :Ili 1h Ai ci •4 IIMP lid ion .... .... :5,_ ., sirmatagr - FOR CASES W /OUT HEAD 0 OR O °• R0 O 0 EXIS71NQ GLOSS O 00 SEPARATION m.GLASS SEE SCHEDULE ON S1IEET 1 OF 14• K1 O OR (BEYOND) (2)114x3/4' SM.S. EACH • SIDE FOR STORM BARS C &@ AND, (J) /14x3/4" M.S. EACH our mR ORM BARS (f)& 00 FOR STORM BARS C & INSTALLATTONS CO + , USE (1)3/8 "0x3" POWER BOLTS EA. SIDE AT CENTER OF ANGLE FOR INSTALLATIONS INTO HEADERS USE (2)/14X3/4" S.M.S. 64. SIDE SECTION S - S (FOR FIXED STORM BAR) SCALE : 1/2" =1" 1 1 /2 "xl 1/2 "x1/8" 3 4' 3 4" x STORM BAR DEPTH Alum. ANGLE EA. SIDE (2)1/4'0 -20 M.. W/ 7 /8"0x3 /32" )WLO N� OFOR STORM BARS (C.)& D K1 AND, (2)3/8 "0 THRUfOILT O�\ FOR STORM BARS (E & F OR (BEYOND) O 0 St SI 0 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED UP TO 130 psf DESIGN LOAD. POURED CONCRETE REQ'O. FOR GREATER DESIGN LOADS. POURED CONCRETE REQUIRED FOR TAPCON ANCHORS FOR C4LK -IN ANCHORS OR POWER BOLTS ANCHORS 0 0 0 0 ( sly' SEME lv Y FOR "AMOR TYPE REQUITEMENT, SCALE : MT.S SINGLE SPAN SECTIONS AND DETAIS ARE SIMILAR 70 ABOVE SHOWN WITHOUT STORM BAR & HEWERS. ®0 2 "x4 x1/4" (FOR TYPE 3 & 4 STORM BARS), 2 x3'x1 /4" (FOR TYPE 1 & 2 STORM BARS) Alum. ANGLE EA. SIDE x 0' -5' HIGH W/ (2)3/8"ax2 1/4" POWER BOLTS TO WALL. 2"x45 1/4" (FOR TYPE 3 & 4 STORM BARS) OR 2 "xJ`x1/4" (FOR TYPE 1 & 2 STORM BARS) Alum. ANGLE EA. SIDE x 0•-6" HIGH W/ (2)3/8'0x2 f/4" POWER BOLTS TO WALL & (4)14x3/4" TO STORM BAR WALL MOUNTING: SECTION Y- V(1L1NSTd(LAT /ON STORM BARS W /CONCRETE ANCHORS SECTION V - V SCALE : I•T.S 3 4" 3/4" 1 1/21t1 1/2"x1/81(0'-4 3/4" ALUMINUM ANGLE W/ (2)3/8", POWER BOLTS W/ 3 1/2" M. EMBEDMENT EACH 510E ti , 11 iMihar Mr-PO 0 00 FOR STORM BARS® &QF INSTALLATIONS INTO CONCRETE USE (2)1/4 "07 /8" CALK-1N • EA. SIDE FOR DESIGN LOADS UP TO 80 PSF., 54" A41X. SLAT SPAN & 90" MAX . STORM BAR SPAN, & (2)3/8"0x1 1/4" CALK- -INS • 64. SIDE FOR GREATER DESIGN LOADS AND SPAN CONDITIONS FOR INSTALLATIONS INTO HEADERS USE (3) #14x3/4" S.M.S. EA. SIDE FOR STORM BARSC)&44) INSTALLATIONS INTO CONCREM USE (1)3/8 "01 1/4' CALK-IN • 54 SIDE AT CENTER OF ANGLE. FOR INSTALLATIONS INTO HEADERS USE (2)#14X3/4" S.M.S EA. SIDE EDGE OF WALL SECTION SI — SC4LE : 1/4" = 1 (2)114x3/4" S.M.S,EACA SIDE FOR STORM EARS g & D AND, (3)114x3/4" S.M.S. EACA SIDE OR STORM BARS (0& at 1/4"01-20 OR 3/8 "0 -16 MACHINE SCREWS USED JOINTLY W/ 1/4 "0x7 /8" OR 3 /8'0x1 1/4" CALK -IN ANCHORS RESPECTIVELY SHALL BE LEFT TOGETHER W/ ANCHORS AT THE ME STORM BARS ARE REMOVED. (SEE DET. A). SECTION Si - Si SCALE : 1/2' = 1" SCALE : 1/2" = 1" • • • • • •• • • MACHINE SCREW FULLY EMBEDDED INTO ANCHOR ANCHOR •••• • • •••• • • • •• • • ••••• • • • •••• • •••• • • • • • •• •• •• • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • • • • • • F.B.C. (High Velocity Hurricane Zane) / IL ECO INC. \ TIL.UT TESTING & ENGINEERING COMPANY RM" R u JJtfC •Pba'r ( )7-1sX • Fax t E8'- 0006719 WALTER A. MIT .l. P. E FLORIDA Lk. ! 44167 ASSA /60mm BERTHA ROLL —UP DROWN BY J.J.Y. EUROTEC, INC. (AS54 MEMBER 1 277) 5511 NW 72nd AYE MIAMI, FL. 33166 PHONS(305)885 -6557 FAX•(305)885 -8554 7/12/05 DATE >r msmrmv 1 1 1 I c.�rnr a 4 sx " 05 -153 DRAWING Na SHEET 5 OF 14 'CURED CONCRETE MOWED CONCRETE ANCHORS • 6.0. c. CONCRETE ANCHORS • 1r a C. // Y/A POURED CONCRETE REQUIRED tr-2" (MIN) -- FOR CASES W /OUT HEADER DOTING GLASS a A A OPTIONAL O OR O --2' (MIN)--. .7c.4 . .mac iIfO x STORM "BAR DEPTH lYP 11P Alum. ANGLE EA. .S1U ' �1 r1. C I 0 IIAl - - '1�11.�""II FOR INSTALLATION INTO CONCRETE USE (2)1/4 "1 TAPCON ANCHORS f4. SIDE FOR DESIGN LOADS UP TO 80 PSF 54' tux SLIT SPAN & 90" MAX STORM BAR SPAN, & (2)3/8 "11X3" POWER BOLTS EACH SIDE FOR GREATER DESIGN LOADS AND SPAN CONDITIONS FOR INSTALLATION INTO HEADERS Q, OR Q, USE (3)#14X3/4" S.M.S. E4 SIDE 0 (2)J /8 B 0 7HRU OLTS ?)1 E' SECTION S - S (FOR RXED STORM BAR, OSCALE : 1/2" = 7- 1 1/2'x1 1/2 x11 /8"x OOR O r314i-314----- Alum. 00:111 SIDE , EVSI1NG GLASS SEPARATION 10 �- CASS R SEE SCHEDULE ON SHEET 9 OF 14 SEPARATION 70 -• —CLASS SEE SCHEDULE ON SHEET 910F 14 �ll o 1 MN 0 0 ®OR® (r='YOND) 3/4" 3/4' • ALUMINUM ANGLE W/ (2).1/8'0x3" POWER BOLTS EACH SWE EDGE OF WALL FOR INSTALLATION INTO CONCRETE USE 2)1 /4"0x7/8" CALK -IN ' ANCHORS EA. SIDE FOR DESIGN LOADS UP 7D 80 PSF., 54' MAUL SLAT SPAN & 90' MAUL STORM BAR SPAN. & (23/8 "9x1 1/4' CALK -INS • EA. SIDE FOR UP TO 160 psf DESIGN LOAD AND W /A4AX SLAT SPAN OF Jr AND 96" Mama STORM 84R SPAN. R ALLA71ONS INTO HEADERS(G) ® OR USE (3)/14x3/4" S.M.S. E4. SIDE • (2)3/r9 THRU BOLTS. K 1 SECTION S - S FOR REMO_VABLE STORM BAR) O OR O SCALE : 1/2" = 1 " (BEYOND) --2' (MIN) -- 1--2` (MW) POURED CONCRETE J REQUIRED POLINED CONCRETE OR CONCRETE BLOCK WALL REQUIRED UP TO 170 psf DESIGN LOAD. POURED CONCRETE REQ'. FOR GREATER LOADS. 3' Mln.. 4.5' Mtn. FOR TAPCON ANCHORS FOR CALK -IN ANCHORS OR POWER BOLTS ANCHORS O 0 2'x ex 1/4" (FOR TYPE 5 STORM BARS) Alum. ANGLE ELL SIDE x 0•- -7' HIGH W/ (2)1 /2"9x 2 3/4' POWER BOLTS TO WALL 4)1 /e9 £S MINI BOLTS TO STORM 2"x ex 1/4° (FOR TYPE 5 STORM BARS) Alum. ANGLE E4. SIDE x 7' HIGH W/ (2)1/2 "9x 2 3/4' POWER BOLTS TO WALL et (4)1/4'0 S.S. THRU BOLTS 70 STORM BAR. fC1 @ OR (BEYOND) O O L - - -^ L ( sTr saw* V• Fr* AMAO1lT N TARE REQUIRBENO SCALE : SINGLE SPA! SECTIONS AND DETAILS NE SIMILAR 70 ABOVE SHOWN WITHOUT STORM BAR & HEADERS WALL MOUNTING: SECTION V -V (j INsT LL TIWLW O STORM BARS W /CONr_REIE ANCHORS' SECTION V — V SCALE : N.T.S. • (2) J/8 "0 THRU BOLTS SECTION S2 - 52 SCALE : 1/4' = 1" * 1/4'0-20 OR J/8'9 -16 MACHINE SCREWS USED JOINTLY W/ 1/4'0x7/8" OR J /8`9x1 1/4" CALK -IN ANCHORS RESPECTIVELY SHALL BE LEFT TOGETHER W/ ANCHORS AT THE TIME STORM BARS ARE REMOVED. (SEE DET. A). EDGE 0 WALL (4)1/4'0 S.S. THRU BOLTS SECTION Si - Si SCALE : 1/2' = 1- F.B.C. (High Velocity Hurricane Zone) • • •••• .TAIL A •••;•• MACHINE SCREW FULLY EMBEDDED INTO ANCHOR ANCHOR scALr yj2" = , • • • • • • •• • •••• • • • • • •••• • • • •• •• ••••_,• • • • • • • • • • • •• • •••• • • • •• • • • • • • • • • • • • • .• • • • • /ThiEN\ C. TILUT TESTING & ENGINEERING COMPANY SUS &W 36m. SL, Sh XT - WOW 6IRDE1NS, R J.l /QQ Phan, : 035):171-15w . F•.: 005*71 -1511 EB- 0006719 WALTER A. TILLJT Jr P. E FLORIDA Lk. 1 44167 ASSA /60mm BERTHA ROLL —UP DRAWN 8Y: LA'. EUROTEC, INC. (ASSA MEMI3ER / 277) 5511 NW 72nd AVE PHONES(305 6553 FAX-005)895-6554 1 7/12/05 DATE /CZ N. •*w •n. Na aocarna• 05 -153 DRAWING No 1 SHEET 54 OF 14 • i '.—• n •i Hie 11 7- C I 0 3/4" 3/4' • ALUMINUM ANGLE W/ (2).1/8'0x3" POWER BOLTS EACH SWE EDGE OF WALL FOR INSTALLATION INTO CONCRETE USE 2)1 /4"0x7/8" CALK -IN ' ANCHORS EA. SIDE FOR DESIGN LOADS UP 7D 80 PSF., 54' MAUL SLAT SPAN & 90' MAUL STORM BAR SPAN. & (23/8 "9x1 1/4' CALK -INS • EA. SIDE FOR UP TO 160 psf DESIGN LOAD AND W /A4AX SLAT SPAN OF Jr AND 96" Mama STORM 84R SPAN. R ALLA71ONS INTO HEADERS(G) ® OR USE (3)/14x3/4" S.M.S. E4. SIDE • (2)3/r9 THRU BOLTS. K 1 SECTION S - S FOR REMO_VABLE STORM BAR) O OR O SCALE : 1/2" = 1 " (BEYOND) --2' (MIN) -- 1--2` (MW) POURED CONCRETE J REQUIRED POLINED CONCRETE OR CONCRETE BLOCK WALL REQUIRED UP TO 170 psf DESIGN LOAD. POURED CONCRETE REQ'. FOR GREATER LOADS. 3' Mln.. 4.5' Mtn. FOR TAPCON ANCHORS FOR CALK -IN ANCHORS OR POWER BOLTS ANCHORS O 0 2'x ex 1/4" (FOR TYPE 5 STORM BARS) Alum. ANGLE ELL SIDE x 0•- -7' HIGH W/ (2)1 /2"9x 2 3/4' POWER BOLTS TO WALL 4)1 /e9 £S MINI BOLTS TO STORM 2"x ex 1/4° (FOR TYPE 5 STORM BARS) Alum. ANGLE E4. SIDE x 7' HIGH W/ (2)1/2 "9x 2 3/4' POWER BOLTS TO WALL et (4)1/4'0 S.S. THRU BOLTS 70 STORM BAR. fC1 @ OR (BEYOND) O O L - - -^ L ( sTr saw* V• Fr* AMAO1lT N TARE REQUIRBENO SCALE : SINGLE SPA! SECTIONS AND DETAILS NE SIMILAR 70 ABOVE SHOWN WITHOUT STORM BAR & HEADERS WALL MOUNTING: SECTION V -V (j INsT LL TIWLW O STORM BARS W /CONr_REIE ANCHORS' SECTION V — V SCALE : N.T.S. • (2) J/8 "0 THRU BOLTS SECTION S2 - 52 SCALE : 1/4' = 1" * 1/4'0-20 OR J/8'9 -16 MACHINE SCREWS USED JOINTLY W/ 1/4'0x7/8" OR J /8`9x1 1/4" CALK -IN ANCHORS RESPECTIVELY SHALL BE LEFT TOGETHER W/ ANCHORS AT THE TIME STORM BARS ARE REMOVED. (SEE DET. A). EDGE 0 WALL (4)1/4'0 S.S. THRU BOLTS SECTION Si - Si SCALE : 1/2' = 1- F.B.C. (High Velocity Hurricane Zone) • • •••• .TAIL A •••;•• MACHINE SCREW FULLY EMBEDDED INTO ANCHOR ANCHOR scALr yj2" = , • • • • • • •• • •••• • • • • • •••• • • • •• •• ••••_,• • • • • • • • • • • •• • •••• • • • •• • • • • • • • • • • • • • .• • • • • /ThiEN\ C. TILUT TESTING & ENGINEERING COMPANY SUS &W 36m. SL, Sh XT - WOW 6IRDE1NS, R J.l /QQ Phan, : 035):171-15w . F•.: 005*71 -1511 EB- 0006719 WALTER A. TILLJT Jr P. E FLORIDA Lk. 1 44167 ASSA /60mm BERTHA ROLL —UP DRAWN 8Y: LA'. EUROTEC, INC. (ASSA MEMI3ER / 277) 5511 NW 72nd AVE PHONES(305 6553 FAX-005)895-6554 1 7/12/05 DATE /CZ N. •*w •n. Na aocarna• 05 -153 DRAWING No 1 SHEET 54 OF 14 • i '.—• n •i Hie 11 7- ANGLE T HUx0 -0U( TIME r/ (J)114x3/4' SALS E4. LEO & CONCRETE ANCHORS • 12' QC. FULL. LENGTH TO POURED CONCRETE POURED CONCRETE REQUIRED —\ CASES W /OUT HEADER OPTIONAL ® or EXISI1NG GLASS' BUILD -OUT TUBE (BEYOND) 2' Mn. 2' AO,. S3 EXISTING GLASS 0 °r (BEHIND) BUILD -OUT TUBE (BEYOND) 000 0 Z,////// L POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED. 'i CASE 1 CASE FIXED STORM BAR CONNECTION AT BUILD —OUT INSTALLATIONS W /SHEET METAL SCREWS SCALE : 1/4' = 1' SECTION V — V 2 x 7TA44JC)x 1/4. CONT. ALUMINUM ANGLE W/ 1/4.0 TAPCON ANCHORS 0 12' O. W/ CONCENTRATION OF (5) 3/8`0x2 1/4' POWER BOLTS • 4' CC. AT TYPE 1. 2. 3. & 4 STORM BAR LOCATION (SEE ELEVATION x), AND W/ CONCENTRATION OF (7) 3 /8.0x 2 1/4' POWER BOLTS 0 4' 0.0. AT TYPE 5 STORM BAR LOCATIONS (SEE ELEVATION . . POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED NOTE SINGLE SPAN SECTIONS AND DETAILS ARE SIMILAR TO ABOVE SHOWN WITHOUT STORM BAR & HEADERS /l FO F1 010 FOR B£ & HEADERS STA T10/VS f0 �DEERS G , , USE (2)#14x3/4 SACS Fit. SIDE FOR DESIGN LBWS UP 70 80.0 psf & (3) #14x3 /4' SbLS Et. SIDE FOR GREATER DESIGN LOADS. 1 1/2'1 1 /2111 /8' x STORM BAR DEPTH Alum. ANGLE EA. SIDE (2)/14x3/4' SACS FOR DESIGN LOAD UP TO 80.0 p.s.f. & (J) #14x3/4' SAS. FOR DESIGN L0.4D GREATER THAN 8a0 p.s.f. £4CH SIDE SECTION S3 — 53 SCALE : 1/2' = 1- 1 1/1 "l 1/2- x1/8" x STORM B4R DEPTH Alum. ANGLE EA. SIDE FOR 1NSTALk477WS 8410 £ & HEADERS G • fal , , USE DDESIIGN LOADS UP TO 80.0 psf & (3)#14x3/4' SACS EA SIDE FOR GREATER DESIGN LOADS. 2 xr(Mox.)x1 /4' Cont. ALUMINUM ANGLE (CASE I) (5) J/8'Ix 2 1/4' POWER ROM 0 4' 0.0. AT TYPE 1, 2. 3, & 4 STORM BAR LOCATION AND (7) 3 /8'Ox 2 1/4' POWER BOLTS 0 4' 0.0. AT TYPE 5 STORM BAR LOCATIONS (2)/14x3/4' S.M.S. FOR DESIGN LLOOAADD UP TO 80.0 p.s.f. & (3)114X3/4' SACS FOR DESIGN LOAD GREATER THAN 80.0 p.s.f. EACH SIDE. SECTION 53 — S3 SCALE : 1/2' = 1' • •• •• • a •••• • • •••• ��••• • • • r• •• •••• • • • •YYIlEN APPLFABLE. • 1.3`/•1/x1 1/2101 /4' x STORM • ••••• (S A 4DEY11i Alums was W/ (2„)111 LE FOR /4' &Wyse •EA! SIDE FA. • • • • G DESIGN LOAD UP TO- • .8.10' & (3)/14:!3/4' S.M.S. • • �i4 N06 EA Lira FOR GREATER oESIG , LOADS • • • • • • • ••• • 12000• 2 x3'(Min.)xl /4' Cont. ALUMINUM ANGLE W/ CONCENTRATION OF (4)/14x1 1/2' • SACS 0 1 1/2' QC. AT STORM BAR LOCATION, REST 0 12' 0.0. 4'x 6'&LAXa 1/4' CONT. ALUMINUM TUBE W/ T /4' /"L4PCQN ANCHORS-0 12" 0.C. W/ CONCENTRATION OF (5) 3/8'0x 2 1/4' POWER BOLTS 0 t' D.i. AT TYPE 7, 2. J & 4 STORM BAR LOCATION (SEE iIF_VA71CN X) AND W/ CONCENTRATION OF (7) J /Li'0x 2 1/4' POWER BOLTS 0 4' 0.C. AT TYPE 5 STORM BAR LOCATIONS. (SEE ELEVATION X). 72.000' exert/4' Cont. ALUMINUM TUBE (CAM' 0 ONLY) 4.000'- 4.000' ELEVATION/2r\ SCALE : 1 /13' = 1' 4.000' 4.000' 12.000' • •••• • 12.000' F.B.C. (High Velocity Hurricane Zone) /Titlic0INC\ TILLIT TESTING & ENGINEERING COMPANY C2xT KK ant SC. Mr. JQS - 1448W4 00704 FL 33t6S Phone : ((9d71 -1370. For : (306,II71 -1531 E8- 0006719 WALTER A MIT Jr, P. E FLORIDA Lk. 44167 ASSA /60mm BERTHA ROLL —UP DRAWN BY: 1J:V. EURO.TEC, INC. (55 NMRdfAVE EL 33156 PH0NE•(305)885 -6553, FA(305)885 -6554 7/12/05 DATE C7: N,. OCKIIPTION MAI! El; lir LCSONFOON MATE x 05 -153 DRAWING No SHEET 6 OE 14 *1 10 1 133NS 1 ON 010411210 c —so >4A xau.•cmo r au• '1 7u• • 3LY0 sa /at /c i'SS9- 598000XY1 rSS9- 599(901 1ONd 991rr 1.1 Win - al? Purl MN 1188 WE i 138M3M YSSY) 'ON/ . 1a310Hn3 Arr .t8 NMYaG c117-770(1/ VH1838 W W 09/VSSV 1816 / '017 Y0II071 3 d "21' 117711 Y 2131704 81119000 -83 ANYdMOO ON11133N10N3 3> ON11S31 1111 •3m 033 11j / (auoZ auo9UJnH 'TEoo /aA 1.161H) -o •H 7Q..W Z �;w • • • • • •• • • • 7,10W7 113LY3X0 X01 .VOO78 037711 31311bN0O !10 31.3N0N00 0321n0d 39 -nous ow moan N0(TN1M won .0 —,6 /M Std 0'08 01 do 50107 NO1S30 X01 )10079 3131/0N00 38 AMW 7701 NOI1 ,3N/Y0 .fit: • •. • • • • • • • • • • • • • .1 = .8/1 % 37YJS 4,1?-,00r:r'S WOmnJY as S1708 neNL I.8 /r(a) av 7741 01 S1708 Y30Od .* /1 Zxr.a /r(t) /M 301S Y3 379NY •WniY • •• • • •• • • • • • •••• •• •• • •• • • •3• .ZI • 'MT .011,4.10 /0 • ••••growA 7y 00wg /1:L ;1•••• • �i • • •• •••• • • • • • •••• • • • • NO •••• 1 310N 33S ObooD !Noon 30Y3 /1 =WI SNOfT1711 do 77021 117dS 10 r— '03440Th' NW MOWS * diay! ON ssv ONLISOL3 r = == L- 03aIn03a 313110NO3 0301721 .1 .9/1 : i 7tOS M-M NO1103S =SON31 / N01.103NNO0 M30b'3H 7b'Oldtl NOLLV M73 ©O WO11YdI3N3d •!lY a/1 1 /M 379NV H)V3 77VM 01 sL709 d3MOd . */1 ex/.9 /r(r) eGOIW1 01 1708 nMHZ 0,t /1( *) /M 370NV 'Wn!Y .9— 0 .* /! .t (t) .1 = .9/1 a 37YOS (S)MM NOLLO3S : ONIINIO/N 77VM =3/U1HN21317b' 38!1 1110 -071n8 . r /M S3S)' a0d 5370NY •WnM .f /IX.L :t 3Sn 01 51708 d3MOd .191 54.9g1 1130Y3N as 1709 matt I.t /1(i) /14 370NY 'Wary ,8,0 :f /t :iX.t ONOA38 O MUM 01 (1XML MM.9/t (t) .877YM Ol 51708 d3'AOd , *11 0X1.8 /r(t) /M 3015 Y3 370NY unite ,9,00 /lx Z;z ('21211 ria1.1o8.4901l Y3 'sirs .s /rxrnl(r) /M sV01Th7)? 01 3719NY MnNIM(T7Y .t, x.8 /!x.iX,t /A1 381I1 MVMMn7Y W03.9 /1xlild30 sr x a 0 (0NN3d0 03ssvd 030101X3) .1 = .8/1 t 3710s 6X /NOliVA 73 'OY07 NO1S30 MnnIXYIII Tx•+ 08 370MS .0—,91 11144 Sd30Y311 10—.9 ° NYdS 7 W1 111164 SXYB 112101S XD bV07 NOIS30 Annum rrd 09 NVdS 370N15 7101 .0,11 NO0 .57130Y311 ,O—,c =NYdS 'X(1Y 111141 SNYB 1YXQLS X01 0Th41 A7NO sr NOLLV77Y1SN1 S/H1 .1 = .9/1 37Y9S le) M M NO11.03S JNI1NllOPi 77VM 1t •ALLl7M1317b' 01 N0II7NY 1708 1r3140d .1,711.1 X /.Z /t 100Y3N 0L sirs .f/r x >I/(1') /41 3711NY lbw (.40770 91 -1809) .r -,0 4.9/ r r x r OuGOO MOW sle MOWN* p9 /od 7701 01 r(r) 370NY Wrtry .9-,0 Zi l .t .Z csainlmi 313a0A oaanodoaanod 7 0 .at 0 SNOHONY Noods0 amnesv 31310N00 0.3111Od 1 ,1 -,A/1 r3-'JS \/NOILVA373 .1 = ,9/1 37009 2130b'3H /M Tel M-M NO1103S • 2I30b'3H O/M Yl) M M NO/103S • ONI1N/?OW ON17130,V0073 'X91 0701109 8 dal (kWA1/)O 0.9/L -0) 1007 MN330 Pd 051 01 do Nos SL7O8 /W1il 0,9/L(1) O Os * 113OY31 37d1117N 1V 81708 111111 01/V 4' sNYdS 1130aH 379P8S lY 77 ,g 8M- nom NO(f111M at 1709 nom r,r/1(i /M S830Y3N NYds 37d118111 NW Mow WV? Gw77Y 91 -18091 .9 ,0 X x r x.r 4' S830Y3N MUT 37AINS NAJ 370W ¶WW army 91 -1809) .r D x.9/1* 4.r .r >• /rx-1 /(c)�® 8021 371S .i /CXfl/ 8 0)41 -1 1101 17N0) 0 °"`Joy 03N17113N 2L180N00 0311n0d No WO SSY71 a Yo00 01onn08 ;P d01 s) 8Y7S 01 116f035N3 'yes .t/i r M 92709 113440d r.9/C(t) /M mow) now web' HLd30 80'7711 $ i/l :.T/1 14/j 1 90.9 0 SKINONV MOM 3132I0N00 0381721 1/4 "O LAG SCREW 0 EA. STUD WOOD HEADER REQUIRED - EXISTING GLASS VARIES, SEE TABLE 1 ON SHEET 9 OF 14 FOR Min. SEPARATION /GLASS 2'x4' CONT. SILL PLATE REQUIRED OP7IONAL REQUIRED 0 CORNER (WI 4t.) PLAN A (SECTION) 0„,0 WALL MOUNT SCALE : 3/8" = 1' 1/4' wAreArill i MI An MUIR•dAUUp1J1A1AUliUlllt; ,..:17:�1I� El N ,I 11542 'x1/8' Conf. Alum. ANGLE (6063 -T6 ALLOY) 1/4'611 LAG SCREWS 0 12" o.c: w/ 1 1/2' MIN. THREADED PENETRATION MIDWIDTII OF PLATE WOOD STUD 0 24" O.C. MAX REQUIRED WALL MOUNTING INSTALLATION SINGLE SPAN CONDITION SCALE: N.T.S. 2'x4' WOOD STUDS REQUIRED 0 CORNER ('TYPICAL) 14- 2 x2 x 1/8" Cont. Alum. TUBE (6063 -T6 ALLOY) #14 "x3/4" £ LS 0 6' O.C. 1/4'0 IAG SCREWS 0 6" O.C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD STUD. PLAN B (SECTION) INSIDE MOUNT SCALE : 3/8° = 1' NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS 1 1171 DESIGN !_GADS UP TO 75.0 paf. 2. FOR NEW FRAME CONSTRUCTION: WOOD MEMBER It BE SOUrrI�i-'W PtIE No. 2 W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. 3 MINIMUM PENETRATION OF LAG SCREWS INTO WOOD AAEMBER TO BE 1 1/2 M x • 1/4'0 LAG SCREWS 0 6' 0.C. W/ 1 1/2" Min. THREADED PEKE RAT10N TO EXISTING WOOD STUD. 2°x4" STUDS AEI: 2 "x4' WOOD STUDS REQUIRED 0 CORNER (TYPICAL) •••• •••• •••• • • • •• • .• • • • 1/4'0 LAG SCREWS•. •9.6.C. • W/ 1 :VA :Min. 77PEADE0. • PENETRATION TO EJA9V6• W000 •• STUD. •••• • .•• cO • •Cfr81 /8 : 2 x3 xi /B 3x3�e1/8' Q 4'x1/8" • CONN7 BUIL • WBE. • • • • • • • • •• • • • • •• • #14x3/4" S.M.S. 0 6` 0. C. 0'.1 PLAN C (SECTION) BUILD—OUT SCALE : 3/8" = 1 • eil0:ChC N r ?7 F.B.C. (High Velocity Hurricane Zone) /1TE1iEo1.\ TIUfT TESTING & ENGINEERING COMPANY 6333 ME 36th St. St.. 301 — IYk7t0/ CVICOIS R 33166 Phan.: (363)671 -1537 . Ant t (303)671 -153t EB- 0006719 WALTER A 1IWT Jr.. P. E FLORIDA Lk. / 44167 ASSA /60mm BERTHA ROLL —UP DRAWN BY J.J.V. EUROTEC, INC. (ASSA MEMBER / 277) 5511 NW 72nd AVE PHONEi(305 MAW FL. 13166 • )885 -6553 FAX(J05)885-65.54 7/12/05 0A1E RI: M 6TICe'n7t DATE N. a ancerreart atrc 05 -153 ORAM7NC Na SHEET 8 OF 14 SLAT PERFORMANCE CHART MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f.) ' AND CORRESPONDING MAXIMUM SLAT SPAN "L" FOR TYPE 1 SLAT (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATNE LOAD) SLAT TYPE Max. MAXIMUM SLAT SPAN MINIMUM SEPARATION TO GLASS , DESIGN LOAD "W" (p.s.f.) SINGLE & MULTIPLE UNIT * SINGLE Be MULTIPLE UNIT ** 5/8" - SINGLE & MULTIPLE , UNIT * ** 40.0 6' -5" 4 3/8" , - 3 5/8" , 45.0 6' -2° 4' 3 /6" ' 3 1/2" , 50.0 5' -.11 " 4" 3 3/8" . 55.0 5' -9" 4° 3 3/8' , 60.0 5' -7° 4" 3 1/4" " 65.0 -----70-0--- 5' -5" 4' 3 1/4" , 5' -4' ` 3 1/8 75.0 5 ' -2" 4-- -- " �`" 3 1/8" 80.0 5'-1" 4' 3' 85.0 5' -0" 4' 3' 90.0 4'-11" 4" 3" 95.0 4' -10" 4" 3" 100.0 4' -9" 4' 3" 105.0 4' -8" 4" 3.! 110.0 4' -7" 4" . 2 7/8" 115.0 4' -6" 2 7/8" , 2 7/8" 120.0 4' -5" 2 7/8" • 2 7/8" - 125.0 4' -5" 2 7/8° , 2 7/8" 130.0 4' -4" 2 3/4' , 2 3/4" 135.0 4' -3" 2 3/4" - 2 3/4" 140.0 4=3" 2 .3/4" • 2 3/4" 145.0 4' -2" 2 3/4" , 2 3/4" , 150.0 4'-1" 2 3/4" , 2 3/4" 155.0 4' -1' 2 3/4° , 2 3/4" - 160.0 4' -0" 2 5/8' - 2 5/6" .. 165.0 4' -0" 2 5/8" ' 2 5/8" 170.0 3'-11" 2 5/8" ' 2 .5/8" 175.0 X-11" 2 5/8" , 2 5/8" e 180.0 3' -11 " 2 5/8" , 2 5/8" ' 185.0 3' -f0" 2 5/8" , 2 5/8'- 190.0 3' -10" 2 5/8" - 2 5/8 "' 195.0 3' -9" 2 1/2" / 2 1/2" '' (' ** * ** '? //,7'O - {- r- -L -i J SINGLE SPAN ❑ ❑ 0 I ❑ C p 3 MULTIPLE SPAN SPAN LAYOUT SPANS VAUD FOR EVERY INSTALLATION LOCATED AT ANY ELEVATION OF i BUILDING MEASURED AT BOTTOM OF SHUTTER. ' MINIMUM SEPARATION TO GLASS FOR SINGLE AND MULTIPLE UNITS SHALL ✓ BE MEASURED FROM BACK OF SLAT TO GLASS. MINIMUM SEPARATION TO GLASS FOR SHUT (LA'S INSTALLED WITHIN THE ✓ , FIRST 30' -O" ELEVATION OF BUILDING AND MAXIMUM SPAN. SEE TABLE 1 FOR Min. SEPARATION TO GLASS FOR SPANS LESS THAN THE Max. ALLOWED. MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30' -0° ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. J TABLE 1: SLAT SPAN (ft.) MINIMUM SEPARATION TO GLASS 48" OR LESS 2 5/8" - > 48" TO 54" . 2 7/8", > 54" TO 74" - 4" - > 74" TO 77" '' 4 3 /6" ' 3 • • • • • •• • • •0010 • • ••0• • • • • •• • • • • • • • • • • •• • •0•• • • ••0• 000• • • • • • • • • • •10.0 • • • •• 0 • • • • • • • • 4 • • • ••••l • • • • • •••••• • ••••►• • • 000040 • • F.B.C. (High Velocity Hurricane Zone) /1itNC.\ T/LLIT TESTING & ENGINEERING COMPANY 6155 N.W. J65f. Ste J05 - MOM aA ,Flt 33755 Phone : (0571 -1530. Fax : (.705)571 -I5S1 EB- 0006719 WALTER A. 71LLIT Jr., P. E FLORIDA LTC. / 44167 ASSA /60mm BERTHA ROLL -UP DRAWN BY• EUROTEC, INC. (ASSA MEMBER 277) 5511 NW 72nd MIAMI, FL 33166 PHONE(305)885- 655. F4*(305)885 -6554 7/12/05 DATE RIM. No pacnnas Gar MY.li DISCRYWON a ur 05 -153 DRAWING No 3 R 4 SHEET 9 OF 14 I ■1 110MENNEMIIIII111111 11 11 11 1 1 u�1 �V.JL ARM im'Jm IMr.VC.7 PG I rrccr* r$4.21 t I rt flrt&, r4CVA11 YC LA.1141J1 MAX. SPAN FOR STORM BARS W/REGULAR CONCRETE ANCHORS MAXIMUM DESIGN LOAD Ne. (p.s.f,) (( TYPE 1 STORM 94R 2" x 2" x 1/4" © ' TYPE 2 S70RM GAR 2" x 3" x 1/8' D ' TYPE 3 STORM BAR E 2' x 4' x 1/8' O . * STORM DAR SPACING • * STORM @4R SPACING ' * STORM BAR SPACING s< 3' -0 • 3' TO 4' 4' TO 5' , 5' TO 6' , 6' TO 6.5; ' s 3' -0" 3' TO 4' 4' TO 5! ,5' TO 6' 6' TO 6.5' t 3' -0' 3' TO 4' 4' TO 5' , 5' TO 6' 6' 70 6.5' 40 OR LESS 7' -7" , 7.--i- • 6' -9" • 6` -2" 5' -11'• 8' -O" - 7' -9" - 6=11. • 6' -4 "- 6' -1' 10' -0" 9' -6" 8' -6' , 7' -9" _ 7' -5` 45 7--5- , 6=11- . 6' -4" / 5'-7,0-, 5.-7- e-0- • 7'-4- . 6'-7- 6' -0'- 5' -9" 9'-.11", 8 =11 " 8' -0" , T-4" .. 7' -0" 50 7' -3" • 6' -9" , 6' -0° , 5' -6° 5' -4 ". 8' =0 ", 6' -11'. 6' -3 "- 5' -8 ". 5' -5" 9' -8" • 8' -6" 7' -7" , 6' -11° 55 7' -0° • 6' -5" • 5' -9'' 51 -3' 5' -1' 7' -8 "• 6' -8' . 5/ -11 % 5' -5 "- - 9' -4`• 8' -1" 7' -3" • • 6'-7' . - 60 • 6=11", 6' -2' . 5=6- • 5' -0 ", • 4'-10* ., 7' -4' , 6' -4" • 5' -8 ", 5!-r. - 8.-11- 71 -9w . 6' -11 "- 6' -4' • - 65 6=9" 5=111 5=4- • 4=10-, ¢_8" • 7' -1 " 6-1 ■ 5=5- • 5=0", - 8-7 "• 7=5" 6=8- 8' : 6=1° • - 70 6' -7" , 5' -8" - 5'-1" , 4' -8" , 4'_6" • 6' -9" • 5' -11' 5' -3 " -• 4' -10 ", - 8' -3' • 7' -2 ". 6' -5" • 5' -10° - 75 , 6' -4' , - 5' -6' - 4.-11-, 4' -6° . 4'_4" • 6` -7° . 5' -8w • 5' -1 ■ - 4' -8 "• - 8' -0 "• 6'-11- 6' -2" . 5' -8" : - 80 6` -2° • 5' -4" - 4' -9" • 4' -4" • 4' -2" . 6' -4" . 5' -6" • 4' -11; 4' -6'- - 7' -9" • 6' -9" • 6' -0" 5' -6" _ 85 6' -0' • 5' -2" • 4'-8" • 4• -3 ", 4' -1 , 6' -2" • 5' -4" • 4' -9" , 4'-4 "- - - 7' -6'• 6' -6" 5' -10 "' 5' -4" _ - 90 •5'-10 "• 5' -0" . 4' -6" • 4'-1 a, 3' -11 ". 6' -0" . 5'-.2" ' 4' -8 "% 4' -3'- - ' 7.-e. 6' -4w : 5' -8" 5' -2" • - 95 5' -8' . • 4' -11'• 4' -5 "♦ 4' -0 ". 3' -10' 5' -lOw. 5' -1'- 4' -6 ", 4` -1'• - 7' -1". 6' -2" 5' -6" . - 5' -0" _ 100 5' -6" • 4' -9" - 4' -3" ' 3' -111 3'-9` 5' -8" • 4=11* 4' -5 ", 4=0". - 6=11-, 6' -0'• 5' -4" 4=11". - 105 5=5" • 4' -8 ". 4' -2" • 3=10* 3. -8° 5,_7„ ; 4'-10-- . " 4 -4 ...7.-11/' - 6' -9 ": 5 -10 5=3" ' 4'' -9 . - 110 5' -3 "' 4' -7"• 4' -1" . 3' -9" • 3' -7" 1 5' -5" , 4' -8" , 4' -2 ", - 3-10 ", - 6' -7" , 5' -9" 5' -1' 4' -8" - 115 • 5' -2" • 4' -5" • 4' -0" • 3' -8" . 3/ -6" 5'_¢" , . . 4 -7 4.-1", ,r-9-. - ' 6 -6' • . . 5 -7 1 w 5 -0 4'-7 • - 120 5' -0" ' 4'-4' • 3--11% 3' -7" • 3'-5" 5•_2" . 4' -6" , 4' -0'. 3' -8".. _ • 6=4" , 5' -6" 4' -11' 4' -6" - 125 4'-11- ' 4' -3' • 3' -10' , 3' -6" • 3. -4" • 5•-i " , 4' -5" - 3.-11-, 3' -7". _ 6=2" . 5' -4" 4 -10" 4' -5" - 130 4' -10" • 4' -2' - 3' -9" , 3-5' , 3' -3" , 5' -0" . 4' -4" - 3' -10w 3' -6 ". _ 6' -1" 5' -3" 4' -9" . 4` -4° _ 135 4' -9" . 4=1- • 3'-8" • 3' -4' , 31-3' • 4'=11 " , 4'-3" - • 3=9", 3' -5" _ 6' -0' - 5'-2- 4' -7" , 4' -3' - 140 4 -8 • 4' -0' , 3=7- . 3=4" , 3'-2' 4=10" 4'-2- , 3'-9-• 3 -5 . - 5' -10' 5.-1- 4' -6' • 4 -2' - 145 4'-7" . 4'-0" • 3=7- , 3' -3° , x_7•• . 4' -9" , 4=1' • 3' -8° ; 3' -4" , - 5' -9° , 5' -0° 4°-6" . 4'-1 °. - 150 4' -6" - 3' -11 ". 3' -6" , 31 -2. 3=1" ' ¢' =8" • , ` ; 4 -0 3=7". 3 -3' . - 5=8" 4' -11 " . " 4 -5 4=0" - 155 4` -5w • 3' -10 °• 3' -5" • 3' -2" • • 3' -0' • 4.-r, . 3 -11 • 3=6" 3 -3' • - 5=7- � I 4 -10 � 4=4". 3=1 1 - 160 4' -4" • 3' -9" , 3'-4" • j'-1- ; 3'-0" • 4'-6" . 3=11' • 3' -6r, 3' -2" - 5' -6 ". 4' -9" 4' -3 "= 3' -11' - 165 4' -3" , 3' -9" • 3' -4 ", j'_0" , 2' -11: 41 -5 ", 3' -10 ", 31 -5 " -, 3' -2 "• - 5' -5', 4' -8" 4' -2" • 3' -10" - 170 4' -3" . 3' -8' . 3 -3" , - j'_0- . 2' -10 • 4' -4 "- 3' -9" , 3' -4 X-1- " - 5' -4" , 4' -7' 40-1-, 3' -9" - 175 4' -2" . .r -7 ". 3 -3`, 2' -fl", 2' -10'` 4' -4 ". 3'-9" . • 3' -4" 3' -0 ", _ 5, -3 -, 4 -6"• 4' -1 "• 3=8- - _ 180 4` -1'• 3' -7r • 3' -2" , 2' -11 ", 2=9 "• 4_3" - 3'-8" - 3 =3 ", 3=0" . - 5' -2 ", 4L 6` 4'-0- 3. -8" - 185 4.-1- 3'-45- . ,y_2. • 2' -10" • 2'-9-' 4' -2 °• 3' -7" - 3' -3" • 2' -11 • _ 5.-1-, 4' -5" X-11- 3' -7" - 190 4' - -0" • 3' -6 °. 3'_1 ", 2' -10- 2' -9 °. 4' -1- 3 -7", 3 -2 ". 2' -11 °. _ 5 =0" 4=4" 3=11" 3'=7" - 195 3'-11" - 3' -5" ' 3' -1 ° ' 2'-9" 2' -8" ' 4=1" • 3' -6" , 3' -2" • 2=11": _ 5'-0" • 4' -,l' 3' -10" 3' -6' • - * STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED.I. T // r • • • • • •• • • •••• • . • • 0 •• • • •• •• • • • • • • • • • • •• • •••• • • •••• •••• • • • •• • • • • • •••• • • • •• • • • • • • • • • •• • • • • • • • •. • • • ra • F.B.C. (High Velocity Hurricane Zone) INC. TILLIT TESTING & ENGINEERING COMPANY & S5 LN JAY. SL Sr". 305 — rY16e81 CAROM El. 33188 Phone (385)671 —SS.W . For : 1,!05,871 -1531 E8- 0006719 WALTER it TILL/T Jr., P. E FLORIDA Lk. f 44167 ASSA /60mm BERTHA ROLL —UP EUROTEC, INC. (5i� d ) 51 NW aV7 MIAMI, FL. 33166 PN0NE(305)885 5SJ F4X:(305)885 -6554 DRAWN BY: .L.Dv. 7/12/05 DATE —. oft 1 out MX N.. mscarrom 05 -153 DRAWING No 1• SHEET 10 OF 14 (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOAD)' MAX. SPAN FVR STORM BARS IIVREOULAR CONCRETE ANCHORS MAXIMUM DESIGN LOAD W (p.s.f.) TYPE 4 STORM BAR 2" x 4" x .250' O / TYPE 5 STORM BAR (2) 2' x 4" x .250" # STORM BAR SPACING * STORM BAR SPACNG S 3=0", ' 3' TO 4' 4' TO 5' , 5' TO 6' • 4 6' TO 6.5' < 3' -0" 3' TO 4' 4' TO 5'' 5' TO 6' 6 TO 6.5' 40 0R LESS 11' -10' 11' -0' , 10' -5" _ 9=11", 9' -9' 14' -1" 13' -1" 12' -5" 11' -10" 11' -7" 45 11' -6'- 10' -8" - 10' -1 ", 9' -8" 9' -3" 13'-8. 12' -9" 12' -0" 11=6" 11'-3" 50 11=2"- 10' -5" . 9' -10 "• -9' -2" 8' -10" 13' -4 ", 12' -5" 11' -9" 11'-2" 11' -0' 55 10=11"- 10=2" , 9' -7 , 8' -9" - 13=0". 12=1" 11=5" 10'-11" - 60 10' -8 "- 9' -11 "_ 9' -2" , 8' -4 ", - 12' -9 "- 11' -10" 11' -2" 10' -8' - 65 10' -6 "- 9' -9" : 8' -10 ". 8-1 "- - 12' -6 ". 11' -7" 11' -0" 10' -6" - 70 10' -4" • 9' -6" • 8' -6" • 7' -9 ", - 12' -3" 11' -5" 10=9" 10' -4" - 75 10' -1" , 9' -2" . 8' -2" . 7-6'; - 12' -0 ". 11' -2" l0 -7" 10' -1" - 80 9=11", 8' -11 " 7'-11", 7' -3 ", - 11"-10," 11'-0" 10' -5" .9=11" - 85 9' -10' , 8=7" - 7' -8" 7=0". - 11=8" 10' -10" 10' -3" 9' -10" 90 9' -8" - 8' -4' , 7' -6" • 6' -10 "• - • 11' -6" 10' -8" 10' -1" 9' -8" - 95 9' -5" _ 8-2 "- 7' -3" 6' -8 "• - 11'-4" 10' -7" 10' -0" 9-5" - 100 9' -2" - 7=11-- 7' -1" . 6' -6 "• - 11' -2." 10' -5" 9' -10" 9=2" - 105 8' -11" . 7'-9" - 6' -11 ". 6' -4 ". - 11' -1" 10' -4" 9' -9" 8' -11" - 110 8' -9" : 7' -7" - 6' -9" , 6' -2" • - 10 -11" 10' -2" , 9' -7" 8=9" - 115 8' -7" • 7' -5" • 6' -8" . 6=1" . - 10=10" 10=1" r 9' -4" 8' -7" - 120 8' -4" • 7' -3" , 6' -6' 5=11" - 10'-8" 9=11 " 9' -2" ' 8=4". - 125 8' -2" . 7=t° • 6' -4" • 5' -10 "• - 10' -7° 9'-10" ' 9'-0" 8' -2" - 130 8' -l" : 7'-0" • 6' -3" , 5' -8' • - 10' -6° 9' -9" ' 8' -10" 8' -0 ". - 135 7=11" , 6' -10" . 6=1" • 5' -7" - 10 -5 9'-8" 8=8" . 7' -11 ° - 140 7' -9" ' 6' -9" , 6' -0" - 5' -6" - - 10' -4" • 9' -6" 8'-6" 7'_g" - 145 7'-7" . 6' -7" , 5'-11", 5' -5" , - 10' -2" 9'-4" 8'-4" 7'-7" - 150 7' -6" , 6' -6" • 5' -10" . 5'=4" - 10'-f" 9' -2" 8' -2" 7' -6° - 155 7' -4" , 6' -5" , 5' -8" . 5'-3" - 10' -0" 9' -0" 8=1" 7' -4 "• - 160 7=3" , 6' -3" - 5' -7" - 5' -2" - 9=11" 8' -10" 7' -11 7'-3" - 165 7' -2' • 6' -2' - 5' -6" , 5' -1 " - 9' -11' 8' -9" 7' -10" 7=2" _ 170 7' -0" , 6=1" - 5' -5" _ 5=0" - 9' -10" 8' -7" . 7' -8" 7=0 . _ 175 6=11" , 6' -0" , 5' -4" • 4=11",_ - 9' -9" 8' -6" 7' -7" 6' -11' - 180 6=10" , 5 -11 ", 5' -4" • 4=10". - 9' -8" 8=4" 7' -6" 6=10" - 185 6' -9" - 5' -lO" 5'-3" -' 4' -9° - 9 -6 8 -3 7 -5" 6' -9 ". - 190 6' -8" - 5=9". 5=-2" - 4=-8". - 9'-5 8' -2" 7' -3" 6' -8' - 195 6' -7" - 5=8" , 5=1" 4=8" , - 9. -3" 8' -0" 7' -2° 6--7". * STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. •7/1/ • • • • • •• • • • •••• • •••• •••• • • • •• • • •••• • • • • •••• • • • •• •• • • • • • • • • • • •• • • •. • •••• • • • •• • • •� • • • • • • • • • sit i �i ......M1, +• .` i �fiv M.}. F. .4147:r.'19,1 F.B.C. (High Velocity Hurricane Zone) /1TrrO5.\ TILUT TESTING & ENGINEERING COMPANY ass N.W. JQltt. SE, SE.. XS — MGM G RD FL .13166 Mane r (.103)671 -13.10 . Fa : (X4871 -15,31 EB- 0006719 WALTER A. 1ILLIT Jr, P. E FLORIDA LIB i 44167. ASSA /60mm BERTHA ROLL —UP DRAWN BY: J.J.V. EUROTEC, INC. I51 EMBER ) AV ML4hL FL. 33166 PNONE(J05)885 -655 , FAX:(305)885 -6554 7/12/05 DATE 1[Y. H. PEIC MION Mir ACK N. Ptl1 Mff 05 -153 DRAWING 14c 1. a SHEET 11 OF 14 HEADER LOADING CHART (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOAD) MAXIMUM DESIGN LOAD TYPE 1 HEADER © 2" x.3" x 1/8" I TYPE 2 HEADER O , 2" x 4" x 1/8" TYPE 3 HEADER O 2" x 4" x 1/4" - • TYPE 4 HEADER O 2" x 6" x 1/8" STORM BAR HEIGHT STORM BAR • HEIGHT STORM BAR HEIGHT STORM BAR HEIGHT S 5=0 , 5' TO 7' . 5' -0`, 5' TO 8' - 8' TO 10' 6' -0" 6' TO 8' 8' TO 10' 10' TO 12' 12' TO 14' . 6` -0" 6' TO 8' 8' TO 10' 10' TO 12' • 12' TO 14' WO.o OR LEST 9' -11" 8' -4" - 12' -2 ". 9 -8" 8'-8" 14' -10' 12' -10 " 11' -6" 10' -6" 9' -9" 15" -1" 13' -1" 11' -8" 10' -8" 9'-11" 45.0 9'-4" • 7' -11 "- 11' -6" 9' -1" 8' -2" , 14' -0 ", 12' -2 , 10' -l0" 9' -11" 9' -2" 14' -3" 12'-4" 11' -0" 10=1' 9-4" 50.0 8' -10" • 7' -6" - 10=11", 8' -8" . 7'-9" , 13"-3- 11' -6 ", 10' -4" 9' -5" 8' -8" 13=6" 11=8" 10' -6" 9' -7" 8' -10" 55.0 8=5" . 7' -2" - 10=5`• a'-.3" . 7' -4" , 12=8". 11=0" 9' -10" 9' -0" . 8=4" 12=11" 11=2" 10' -0" 9'-1* 8' -5" 60.0 5=1" • 6=10"- 10'-0`.- 7 =10 "• 7=1", 12' -2 ". 10' -6" - 9' -5" 9' -7" 7=11" 12'-4" 10' -8" 9' -7" 8' -9" 8=1" 65.0 7'-9" . 6'-7 "- 9' -7 "• 7' -7" • 6' -9" , 11' -8" 10' -1 "- 9' -0" 8' -3" 7' -8" 11=10" 10' -3" 9' -2" 8' -4" 7' -9" 70.0 7' -6 " 6' -4" - 9' -3 ", 7' -3" - 6' -6 "' 11' -3 ", 9' -9 "' 8' -8" 7' -1.1" 7' -4" 11' -5" 9' -11" 8' -10" .8' -1" 7' -6 ". 75.0 7 -3" . 6' -1 "' 8' -11" 7' -1 "' 6' -4" - 10-10`- 9' -5 "- 8-5" 7' -8" 7' -1" 11=0" 9' -7" 8-6" 7-10` 7-3" 80.0 7' -0" • 5=11" 8' -8" • 6'-10"- 6=1" 10' -6 "- 9'-1" - 8=2" 7' -5" 6=11" 10' -8" 9' -3" 8' -3" 7' -7" 7' -0" • 85.0 6' -9" , 5' -9" , 8' -4" • . 6' -7" ' 5=11" 10' -2"- 8' -10 "- 7' -11." 7' -3" 6' -8" 10' -4" 9' -0" 8' -0" 7' -4" 6' -9" 90.0 6' -7" • 5' -7" , 8' -2" . 6' -5" - 5'-9" 9"- l l .. 8' -7" - 7' -8" 7' -0" 6' -6" 10=1" 8' -9" 7' -10" 7=1" 6' -7" , 95.0 6=5" • 5' -5" , 7'-111' 6 -J" - 5'-7" ' ,. 9' -8" , 8=4". 7=6" 6=10" 6=4" _ 9' -10" 8' -6" 7' -7" 6=11" 6' -5" 100.0 6' -3" ' 5'-3" - 7=9", 6=1" - 5' -5" - 9=5" , 8' -2 ". 7=3". 6'-8" 6' -2" 9' -7" 8=3" 7'-5" 6=9" 6=3" 105.0 6 -f "' 5' -2 "' 7' -6 "' 5' -11' 5' -4 "- 9=2 "- 7' -11 ", 7' -1" 6' -6" 6' -0" 9' -4" 8=1" 7' -3" 6' -7" 6=1" 1 110.0 6' -0"' 5' -0" - 7' -4 ". 5' -10 ", 5' -2" , " 9' -0 "• 7' -9 "- 6' -1l" 6' -4" 5' -10" 9' -4" 7' -11" 7' -1" 6' -5" 6' -0" • ∎ 115.0 5' -10" 4' -11 "' 7' -2 "' 5-8 "- 5' -1 "' 8' -9" - 7' -7"- 6' -9" 6' -2" 5' -9" 8' -11" 7-9" 6' -11" 6' -4` 5=10" • AI 120.0 5'-9" ' 4=10-- 7=1". 5' -7" . 5' -0" " • 8=7" 7' -5 "- 6' -8" 6=1" 5' -7" 8'-9" t-7" 6' -9 " 6' -2" 5' -8" 125.0 5' -7" ' 4' -9" • 6=11" 5' -5" • 4=11" - 8'-'8" - 7' -3" - 6' -6" 5=11" 5' -6" 8=6" 7=5" 6' -7" 6=0" 5=7" 130.0 5=6", 4' -8" ' 6' -9 "• 5'-4 • 4' -9" - B -3" • 7' -2 "- 6' -5" 5' -10- 5' -5" 8' -4" 7' -3" 6' -6" 5' -11" 5' -6" 135.0 5' -5 "' , 4' -7" 6' -8" ' 5' -J" - 4' -8' - 8' -1" : '7' -0" 6' -3" 5'-9" 5' -4" 8' -3" 7' -1" 6'--4" 5' -10" 5' -5" • • • •• • • •••• • •••• • • • • • • •• • •••• • • • •• • • • • • •••• • • •• • • • • • • • • •• • • • • • • • • •• • • • • F.B.C. (High Velocity Hurricane Zone) /1717E-07-4c. T/LLWT TESTING & ENGINEERING COMPANY 6355 !LW. 36th. Z. 3n.. JOTS - WMGt'64 G4110U4 FL 37166 Pran.: (305)671 -1530. For : (305)677 -1531 E8- 0006719 WALTER A. Tuff Jr., P. E FLORIDA Lic. E 44167 ASSA /60mm BERTHA ROLL -UP DRAWN 8Y:: EUROTEC, INC. (ASV MENDER 1 277) 5511 NW 72nd AYE MIAMI, FL .5J166 PH0N•(305)885 -655J, FAX - (305)865 -6554 7/12/05 DATE MY. N. DOCRIKOW Oat i RV. K OAR 05 -153 DRAWING No J s 4 SHEETI2 OF 14 HEADER LOADING CHART .r . • ;_ N to N •:: • 4 MAXIMUM SPAN "L" FOR A GIVEN TYPE OF HEADER, (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOAD) MAXIMUM DESIGN 1W LOAD ` TYPE 1 HEADER © 2" x 3" x 1/6" 7YPE 2 HEADER O 2" x 4" x 1/8" TYPE 3 HEADER 0 / 2' x 4" x 1/4" TYPE 4 HEADER O 2" x 6" x 1 /8" STORM BAR HQGHT STORM BAR HEIGHT STORM BAR HEIGHT STORM 84R HEIGHT S 5' -0" 5' TO 7' .4" 5' -0" 5' TO 8' 8' TO 10': .' 6=0" 6' TO 8' 8' TO 10' 10' TO 12' 12' TO 14' S 6' -O" 6' TO 8' 8' TO 10' 10' TO 12' 12' TO 14' 140.0 5=3" 4' -6" , 6L6* . 5'-.2' 4•-7" t 7 =11 ". 6' -11 " 6' -2" 5' -7" 5'-2" 8=1" 7' -0" , 6' -3" 5=8" 5=3" 145.0 5=2 ", 4' -5" , 6'-5" , 5=1* , 4' -6" 7=1 0" 6' -9' 6=1" 5'-6" 5=1" 7' -11 " 6' -10" 6' -2" 5' -7" 5'-2" 150.0 5' -1 ' 4' -4" . 6' -4" 5' -0" . 4' -5" 7'-8" 5.-8- 5' -11 " 5' -5" 5' -0" 7' -10" 6=9" 6' -0" 5' -6" 5=1 " 155.0 5' -0' 4' -3" , 6' -2" . 4=11" . 4'-5" 7•-7" . 6.6" 5' -10" 5' -4' 4"-11" 7' -8" 6' -8" 5'-11 " 5' -5" 5' -0" 160.0 4=11" 4' -2' 6=1" . 4' -10" 4' -4" 7' -5" . 6' -5" 5' -9" 5' -3" 4' -10" 7' -7" 6' -6" 5' -10" 5' -4" 4=11" 165.0 4' -10" 4' -1 " . 6' -0" , 4'-9" . 4'-3" 7' -4" , 6=4" 5' -8" 5' -2" 4' -9" 7' -5" 6=5" 5=-9" 5'-3" 4' -10" 170.0 4' -10 ". 4' -1" ' ' 5' -11' 4' -8" • 4' -2 ", 7=3" 6' -3" 5' -7" 5' -l" 4' -9" .7' -4" 6' -4" 5' -8" 5' -2" 4=10" 175.0 4' -9" • 4'-0" ' 5' -10 "• 4' -7" . 4' -1 " 7'-la • 6' -2" 5' -6" 5' -O" 4' -8" _ 7' -3" 6' -3" 5' -r 5'-f ' 4'-9' 180.0 4'-8' • 3' -11 " 5 =9" - 4' -7" 4'- i ". 7' -0" -. 6' -1." 5' -5" 4=11" 4' -7" 7=1" 6' -2" 5' -6" 5' -O' 4' -8" 185.0 4=7" • 3=11" 5=8" . 4=6" ' 4' -0" 6=11" ' 6=0" 5' -4" 4'-11" 4' -6" 7-'0- 6'-1. 5' -5" 5'-0" 4'-7" 190.0 4' -6' . 3' -10 "' 5=7 ". 4' -5 ". 3' -11' 6' -10" - 5=11' 5' -.r 4' -10' 4' -6" 6' -11` 6' -0" 5' -4" 4' -11" 4' -6" 195.0 4=6" - 3' -9" ' 5' -6" - 4' -4" , 3' -11 ` 6=9* . 5=10" 5' -3" 4' -9" 4' -5" 6' -10" 5' -11 ` 5' -4" ' 4' -10' 4' -6" • • • • • •• • • •••• • • •••• •••• • • • •• • • •••• • • 6 • •••• • •••• 6 • • • • •• • •• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • Lti Dee ez7 c)4 Rata NC.Pa M +l • F.B.C. (High Velocity Hurricane Zone) /iiDico.\ TILUT TESTING 8' ENGINEERING COMPANY 6.15 KW. .60c St, Mc 305 — 19027•4 Gllm£'NS ft 33166 Mon.: (.705)871 -7130. Far: (305)877 -7531 E8- 0006719 WALTER A. 71111T J . P. E . FLORIDA Lk. / 44167 ASSA /60mm BERTHA ROLL —UP DRAW 7 BY: M.C.Y. EUROTEC, INC. (AS.SA. *EMBER j 277) 5511 NW 72nd AVE MAX FL. 33166 PHONE(305)885 -6553. FAx :(305)885 -6554 7/12/05 DATE Rn: 8. MTV Ali: N. Iscernaa 05 -153 DRAWING No 1 4 SHEET 1.3 OF 14 •••• •••• • •••• • • •• • • • . • • •• • (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOAD) • MAXIMUM DESIGN LOAD TYPE 1 MULLION ® 3' z 4' x 1 /6' TYPE 2 MUUJON 00 4' x 4' x 1/4" ' TYPE 3 MUWON 4" x 6' x 1/4" J MULLION SPACING ' MULLION SPACING MULLION SPACING 8' TO 10'110' TO 12 4' -D" . 4' TO 5' 5' TO 6' 6' TO 8' � 4 -0 4' TO 5' S TO 6' 6' TO 8' .� 4 -O 4 TO 5' ' 5 TO 6' 6' TO 8' cox OR 1E55 9'-0" 8=4.. 7=10" 8=2" 11' -9" 10.-11" 10' -3" 10=8" 16' -4" 15' -2 14' -3" 14' -10" 13' -10" 13' -0' • 45.0 8' -8" 8' -O" 7' -7" 7' -10" 11 ' -4" 10' -6" 9' -11 " 10'=3" , 15' -8" 14' -7" 13' -8" 14' -4" IT -3" 12' -6" 50.0 8' -4" 7' -9" 7'-3" 7' -7" 10'-11" 10' -2" 9' -7" 9'-11" 15.' -2" 14' -1" 13' -3" 13' -10" 12' -10" 12' -1" 55.0 8' -1° 7' -6" 7' -1" 7' -4" 10 -7" 9' -10" 9' -3" 9' -7' 14' -8" 13' -7' 12' -10" 13' -4" 12' -5' 11-8" 60.0 7` -10" 7' -3" 6' -10" 7' -2" 10' -3" 9' -7" 9' -0" 9' -4" 14' -3" 13' -3" 12' -5" 13' -0" 12' -l' 11' -4" 65.0 7' -8" 7' -1" 6' -8" 7' -0" .10' -0" 9` -4" 8=9" 9' -1" 13 -11" 12=11" 12=2" 12' -8" 11' -9" 11=1" 70.0 7' -5" 6=11" 6' -6" 6' -10" 9'-9" 9=1" 8' -6" 8' -10" 13' -7" 12' -7" 11=10" 12' -4" 11=5" 10' -9' 75.0 7' -3" 6' -9" 6' -4" 6=8" 9' -7" 8 -f0" 8' -4" 8' -8" 13' -3" 12' -3" 11' -7" 12' -1" 11' -2" 10' -6' 80.0 7' -2' 6' -7" 6=3" 6' -6" 9'-4" 8' -8" 8=2" 8' -6" 12.-11" 12' -0" 11=4" 11' -10" 10=11" 10' -4" 85.0 7' -0" 6=6" 6' -1" 6' -4" 9' -2" 8' -6" 8' -0" 8' -4" 12' -8' 11' -9" 11' -1" 11' -7" 10' -9" 10' -1" 90.0 6' -10" 6'-4" 6' -0" 6' -3" 9' -0" • 8' -4" 7=10" 8' -2" 12' -5" 11' -7" 10' -11" 11' -4" 10' -6° 9' -11" 95.0 6' -9" 6=3' 5' -10' 6' -2" 8.-10" 8' -2" 7' -9' 8=1" 12' -3" 11.-4" 10' -8" 11=2' 10' -4" 9' -9" 100.0 6' -7" 6' -2" . 5'-9" 6' -0" 8' -8" 8' -0" 7' -7" 7=11" 12' -0" 11=2" 10' -6" 10=11" 10' -2" 9' -7' 105.0 6' -6" 6' -1" 5' -7" 5` -11" 8' -6" 7' -11" 7' -6" 7' -9" 11' -10" i1=0" 10' -4" 10' -9" - - 110.0 6' -5" 5' -11" 5'-5" 5' -10" 8 -5" 7 -f0 " 7 -4" ` r 7 -8 11 -8 " 10' -10 r 10 -2° 10' -7 - - 115.0 6' -4" 5' -10" 5' -4" 5' -8" 8 -3" 7' -8" 7' -3" 7' -7° 11' -6" 10' -8" 10' -0' 10' -5" - - 120.0 6'-3" 5'-9" 5'-3" 5' - -7" 8' -2" 7' -7" 7' -2" 7' -5' 11' -4" 10' -6" 9' -11" 10' -4" - - 125.0 6' -2" 5'--7" 5` -1" 5' -5" 8' -1' 7' -6" 7' -0" 7' -4" 11•' -2" 10' -4' 9'-9" 10' -2" - - 130, 0 6' -1 ' 5.-6" 5=0" 5' -4" 7.-11" 7' -5" 6' -1 l " 7' -3" 11=0" 10=3" 9' -8" 10' -0" - - 135.0 6' -0" 5' -5" 4=11.i 5.-3" 7' -10" 7.-3" 6' -10" 7' -2" 10=11" 10=1" 9' -6" 9=11" - - 140 0 5.-11" 5' -3" 4' -10" 5' -2" 7=9" 7' -2" 6' -9" 7=1' 10' --9" 10' -0" 9' -5" 9' -10' - - 5' --10" 5' -2" 4' -9" 5' -1 7' -1" 6' -8" 7' -0" 10•-7" 9' -10" 9_3" 9' -8" 150.0 5' -9" 5' -1 ° 4' -8" 5' -0" .71-7; 1 10=6" - - 155.0 5' -7" 5' -0" 4' -7" 4' -11" 7' -6" 7' -0" 6' -7" 6' -10" 10' -5" 9' -8° 9=1' 9' -6" - - 160.0 5=6" 4-11' .4-6" 4 -10" 7=5" 6' -11" 6=6" 6=9" 10' - -3" 9=7" 9' - -0" 9' -4" - - 165.0 5' -5" 4 = l0' 4 -5' 4' -9 " 7 -4 " 6 -10 " 6 =5 6 -8 10 -2 9 -5 8 -10 9 -3' - - 170.0 5' -4" 4' -10" 4' -5" 4' -8" 7' -3" 6` -9" 6' -4° 6' -8" 10' -1" 9' -4" 8' -9' 9' -2" - - 175.0 5' -3" 4'-9" 4'-4' 4•-7" 7' -2" 6' -8' 6' -4" 6' -7" 10' -0" 9' -3 ° 8' -7" 9' -1 " - _ 180.0 5' -3" 4=8" 4'-3' 4' -6" 7' -2° 6' -7" 6=3" 6' -6" 9'-11" 9' -2` • 8' -6" 9` -0" - - 185.0 5' -2" 4' -7" 4' -2" 4' -6" 7=1" 6' -7" 6. -2" 6=5" 9=10" 9=1" 8=4" 8=11" - - 190.0 5=1" 4' -6" 4' -2" 4' -5" 7' -0" 6' -6" 6.-1" 6' -5" 9.-9" 9' -0" 8' -3" 8'-9' - 1 - 195.0 5' -0" 4' -6" 4=1" 4' -4" 6=11" 6=5" 6.-1" 6' -4" F 9' -8" 8` -11 ° 8' -2" 8' -8" - I - NOT7=$ : REFER TO ELEVATIONS ON SHEET 1A OF 14 ti • • 1 -. FOR MULLIONS INSTALLED W/0 STORM BAR$ / • • • •• • A) MUWON SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCIIZED• • 2 -. FOR MULLIONS INSTALLED W/ STORM B4RS & HEADERS i • •A) MUWON SPACING SHALL BE SUCH THAT MAXIMUM HEADER SPAN SHALL NOT BE 4EXCEEDED B) STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE• VF4ED ' • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • F.B.C. (High Velocity Hurricane Zone) /111L-TE7-774c. TILWT TESTING 8 ENGINEERING COMPANY SUS NW 311th. 51. SN. XIS - WOW 4411O 11 SJ1ss Man.: (305)871 -1530 . Far : 005)871 -1511 ED- 0006719 WALTER A. TLQT Jr, F'. E FLORIDA Lk. # 44167 ASSA/60mm BERTHA ROLL -UP DRAWN BY: J.J.V. DATE EUROTEC, INC. (ASS4 MEMBER 277) 5511 NW 72nd AVE MIAMI, FL 33166 • PHONE(305)885 -6553, FM 0(705)&55-6554 7/12/05 W. N/ 013017011' -% x. ilaCaPPON l 1 4 05 -153 DRAWING No SHEET 14 OF 14