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WS-12-618Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 175199 Permit Number: WS -4 -12 -618 Scheduled Inspection Date: June 28, 2012 Inspector: Bruhn, Norman Owner: CHELALA, ANDRE Job Address: 1218 NE 101 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132050210020 Building Department Comments SHUTTER INSTALLATION 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 - 173409. CREATED AS REINSPECTION FOR INSP- 172150. no plans no permit. NB June 27, 2012 For Inspections please call: (305)762 -4949 Page 19 of 24 Miami Shores Village FCCX2I'Vli Tel: (305) 795.2204 Fax: (305) 756.8972 Bi, 12 012 Buildin g De p artment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Lk INSPECTION'S PHONE NUMBER: (305) 762.4949 ®tit) , S BUIL Permit No. NIS alga& PERMIT APPLICATION Master Permit No. FBC 20 Permit T UILDING ROOFING OWNER: Name (Fee Simple Titleholder): I t b,e 6 �mAyz Cft 2A LA Phone #: Address: /a / asi / 0 / S City: 111; am i 5i o, ff 5 Tenant/Lessee Name: Email: 7 4-/YI4y D Q1+ecQ 40L r con" :0- 257 — ;74 5 State: F2_0e." /�,9 Zip: 331 S' Phone #: .7 86 r ?a/00 JOB ADDRESS: /, / ' Are- /01 City: Miami Shores County: Miami Dade Zip: 3.3/5 8 Folio/Parcel #: // — 3,,2 OS O/ Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: ODUA -it, f2- Phone #(OS, 757- 7*,57.) Address: / A (S) Al ' /0 / 57 City: 172/411/ Aii / J/off S State: . Zip: 3,3/ 3rd Qualifier Name: Phone #: ? g -3100 State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ / S-0,. v 6 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration New °Repair/Replace °Demolition Description of Work: T.JS% A l I OA) e- A-caecifb t-) -CFI() 7 �� ** *** * * * *** * * ************ *** ** ******** Fees *** ** ** *** * *a *** * **** * * * ** * * *** * *** ** x * * **** ©d Submittal Fee $ Permit Fee $ `rO CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name F(if�applicable) Bonding Company's Address�`l City State Zip rtoge Le is N (' plicable) e c'Ii er A 1drbs a* y 41 City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR .PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to chment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection - ich oc urs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be .pproved a; ' a reinspection fee will be charged. Signature The fore day of of O ,. . er or oing instrument was acknowledged before me this l ,20/2-byProbre pi yo 0f 2 r who has produce d As identificat' NOTAR Sign: Print: My C UBLIC: Signature Contractor The foregoing instrument was acknowledged before me this day of PRISCILLA FRIEDLAND •*% MY COMMISSION # 00984728 a`- EXPIRES: August 23, 2014 • Bonded Thru Notary Public Underwriters , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: n Exp?rgy MY COMMISSION # DD 984728 EXPIRES: August 23, 2014 „;` Bonded Thru Notary Public Underwrfters * * * * * * * * * * * * * * * **** Sign: Print: My Comrnission Expires: ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY / � Plans Examiner Zoning Structural Review (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) Clerk NAME: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT ✓!' .� DATE: 4 s% a 11,71S- /- /®/' 0 ADDRESS: Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one- family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I. do not have a license. Initia�✓ _ 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial__1 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. !nitre 10. I understand,that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http: llwww. mvfloridalicense .comldbpdprolcilblii dex -Meal In al3 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: /off /g NE /D! si-,7ect 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the informa have provided on this disclosure. Initi Licensed contractors are regulated by laws designed to protect the public. If you contract wfth a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of b? , 20 /• tAWAS roe u - License or T\ OWNER who was personally known to me or who has 4 10-112: 2_t entification. NOTARY /1 4'4 CLAUDIA V. CUBILLOS °o� e��- Notary Public - State of Florida :. -•�, • • .� ° •= My Comm. Expires Sep 23.2015 EE 128810 if Bonded Th Commission rough National Notary Assn. Tow ountry INDUSTRIES Wholesale Aluminum and Building Products A Division of ABC Suppy Co., Inc. Product Approval Authorization Form To whom it may concern: Town & Country Industries hereby authorizes f 'k/bRe✓" %�,'b C LA-L -4 To use our HR Accordion Shutter Systems product approval # FL 11973 on the following jobsite /0 / S�7' Address: / 2/*/ ,' 3 s ,/=f . � l-� r i No deviations from the approved engineering (drawing # 08 -357) are allowed without a Florida professional engineer's signature and seal. All appropriate county codes apply. This form is not valid without a raised seal and authorized signature. uthorized representative: IRZECEIVED 11 2C"2 a.w Miami Shores Village APPROVED ZONING DEPT BLDG DEPT SUBJECT TO COMPUANCE WITH ALL FEDERAL. STATE' AND CQEINTY RULES AND RE(ULATIONS Cs) 5. m 3 co N Cn ZT O 3 O � � O CD W CD tp co 2) co L'1V11UCi L;U11U1116 v VUG V1111d1G Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 01/05/2009 01/05/2(109 01/11/2009 02/03/2009 12/15/2011 rage 4 or 11973,1 lEYEWALL ARMOR HR jACCORDION Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: REF TABLE 1 PAGE 5 FOR LOADS AND SPANS HR ALUMINUM ACCORDION SHUTTER Installation Instructions FL11973 RO II 0E- 357HVHZ.Ddf Verified By: VLADIMIR JOHN KNEZEVICH PE 10983 Created by Independent Third Party: Yes Evaluation Reports FL11973 RO AE FIR Evaluation Report HVHZ sianed.odf Created by Independent Third Party: Yes 'N'ext Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 phone: 850- 487 -1824 The State of Florida is an AA/EEO employer. Coavriaht 2007.2010 State oLFlorlda.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public - records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterndbar.state.fl.0 §. Product Approval Accepts: NIN RE Credit ri SAFE _ a +l "evogesrr)..nanwtemmi rr_tatnrflurtnno . rVTP1,Atvrt nATTab V7hfl1 a•avauaa aauuuauS c.vuG lALULUG Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 01/05/2009 01/05/2009 01/11/2009 02/03/2009 12/15/2011 rage or 11973.1 iEYEWALL ARMOR HR (ACCORDION fl.imits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant; Yes Design Pressure: N/A Other: REF TABLE 1 PAGE 5 FOR LOADS AND SPANS Back ALUMINUM ACCORDION SHUTTER Installation Instructions FL11973 RO II 0e-357HVHZ.pdf Verified By: VLADIMIR JOHN KNEZEVICH PE 10983 Created by Independent Third Party: Yes Evaluation Reports FL11973 RO AE HR Evaluation Report HVHZ sioned.Ddf! Created by Independent Third Pa : Yes next Contact Ug :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850 - 4874824 The State of Florida is an AAIEEO employer. Coovriaht 2007.2010 State of Florida. :: privacy Statement :: Accessibility Statement :: gefund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -r' rds request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DSPR's ADA web accessibility, please contact our Web Master at webmaster(edbor state.fl.ug. Product Approval Accepts: 1112 in ES IN Credit C;,,cl SAFE Lu�. //11 _..:J_L- .:1.1....... ....../ ..i .. ... . 741 ,.mow 'Ns ,, «.,nvv— „rr_VIntn„ rtrt ., ovvITTP11dn„rITIATTPZ�,A V/7 / ')n» 648 ACCORDION SHUTTER SYSTEM T A B E * MANDATORY HVHZ ONLY COMPLIANCE ACCORDION SHUTTER SPAN SCHEDULE ASCE 7 DESIGN WIND LOAD HVHZ POSITIEVE WIND LOAD WITH UNIMATE @ HVHZ . POSITIVE WIND LOAD WITH ;,!+ & ;! or 3 &(DCONDITIONS arQ& 0 HVHZ NEGATIVE WIND LOAD ALL MOUNTING W (P.S.F.) L max. (FT - IN) L max. (FT - IN) L max. (FT - IN) 23.9 13-0 13-0 13-0 29.2 12 -5 13-0 13-0 304 124 12 -11 13-0 35.0 11 -10 12-6 13-0 40.0 11 -5 12 -1 13-0 45.0 11 -1 11 -8 13 -0 50.0 10 -10 11 -5 13-0 54.3 10 -7 11 -2 13 -0 55.0 10-7 11 -1 12 -11 60.0 10-4 10-11 12-4 65.0 10-2 10-8 11 -10 70.0 9 -11 10-6 11 -5 75.0 9-9 10-3 11-0 80.0 9 -7 10-1 10-8 85.0 9-6 10-0 10-4 90.0 9-4 9-10 10-1 95.0 9 -3 9-8 9 -10 100.0 9 -1 9-7 9-7 105.0 9-0 9-4 9-4 110.0 8-11 9 -1 9-1 8-9 115.0 8 -9 8 -11 8 -11 120.0 8-8 8-9 8 -9 125.0 - - 8-6 130.0 - - 8-4 110.0 135.0 - - 8 -3 8-3 140.0 - - 7 -11 3 -1/4 145.0 - - 7 -8 1 -1/4 150.0 - - 7-5 8-3 155.0 - - 7 -2 3 160.0 - - 6-11 165.0 - - 6-9 170.0 - - 6-6 175. - - 6-4 180.0 - - 6-2 185.0 - - 6-0 190.0 - - 5-10 195. - - 5-8 200.0 - - 5-6 T A 8 1. E 3 NON -HVHZ & ASTM Wind Zone 4 T A B L 2 MANDATORY HVHZ ONLY COMPLIANCE MINIMUM SHUTTER SEPARATION FROM GLASS POSITIVE DESIGN LOAD ACTUAL SHUTTER SPAN MIN. SEPARATION FROM GLASS FOR INSTALLATIONS s 30'-0" ABOVE GRADE MIN. SEPARATION FROM GLASS FOR INSTALLATIONS > 30'-0" ABOVE GRADE (w) (P.S.F.) (1) (FT - IN) (IN.) (IN.) 29.3 13-0 3 -3/4 3 -3/8 30.0 5-0 3 1 8-3 2 -1/4 1 -3/8 10-0 2 -1/4 1 -3/4 12 -11 3 -3/4 3-1/2 50.0 5-0 3 1 -1/8 8 -3 2 -1/4 1 -5/8 9-0 2 -1/4 2 11 -5 3 -3/4 3 -1/2 70.0 5-0 3 1 -1/8 7-0 3 1 -1/2 8-3 2 -1/4 1 -3/4 10-6 3 -3/4 3-1/2 . 90.0 5-0 3 1 -1/8 7-0 3 1 -5/8 8 -3 2 -1/4 2 -1/4 9-10 3 -1/2 3-1/2 110.0 5-0 3 1 -1/4 6-0 3 1 -3/8 8-3 2 -1/2 2 -1/2 9-1 3-1/4 3-1/4 120.0 5-0 3 1 -1/4 7-0 3 1 -3/4 8-3 2 -5/8 2 -5/8 4-1/2 8-9 3 3 HVHZ- (TABLES 1 & 2 ONLY) TABLE NOTES: HURRICANE PROTECTION 1. HVHZ: DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 2. WIND LOADS: DETERMINE POSITIVE AND NEGATIVE WIND LOAD FROM ASCE 7. 3. SPAN: IN TABLE 1, ENTER POSITIVE AND NEGATIVE WIND LOADS AND READ ACROSS TO THE APPROPRIATE COLUMN TO DETERMINE MAX. SHUTTER SPAN (BLADE LENGTH). 4. REVERSING: THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT ON THE INSIDE OF A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION YOU MUST ENSURE THAT THE SPANS IN THE APPROPRIATE POSITIVE =LIMN OF TABLE 1 ARE APPLIED IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND THE SPANS IN THE NEGATIVE COLUMN OF TABLE 1 ARE APPLIED IN THE DIRECTION AWAY FROM THE HOST STRUCTURE. 5. SEPARATION TO GLASS: DETERRMINE SEPARATION FROM GLASS VALUE IN TABLE 2 WITH THE APPROPRIATE POSITIVE LOAD AND SHUTTER SPAN. 6.FOR DESIGN WIND LOADS BETWEEN TABULATED VALUES, USE LINEAR INTERPOLATION TO DETERMINE SPANS AND SEPARATION FROM GLASS, EXCEPT FOR LESS THAN 30 FT. WHERE INTERPOLATION I5 NOT ALLOWED AND THE NEXT HIGHER LOAD MUST BE USED. ACCORDION SHUTTER SPAN SCHEDULE ASCE 7 DESIGN WIND LOAD POSITIVE & NEGATIVE WIND LOAD AU. MOUNTING CONDITIONS W (P.S.F.) L max. (PT - IN) 0 to 54.3 13 -0 55.0 12 -11 60.0 12-4 65.0 11 -10 70.0 11 -5 75.0 11 -0 80.0 10-8 85.0 10-4 90.0 10-1 95.0 9-10 100.0 9 -7 105.0 9-4 110.0 9-1 115.0 8 -11 120.0 8 -9 125.0 8-6 130.0 8-4 135.0 8 -3 140.0 7 -11 145.0 7 -8 150.0 7 -5 155.0 7 -2 160.0 6-11 165.0 6 -9 170.0 6-6 175.0 180.0 6-2 185.0 6-0 190.0 5 -10 195.0 5-8 200.0 5-6 NON -HVHZ & ASTM WIND ZONE 4 - (TABLES 3 & 4 ONLY) TABLE NOTES: 1. NON -HVHZ: DEFINED AS ALL LOCATIONS OTHER THAN MIAMI -DADE COUNTY AND BROWARD C:OL1NTY FLORIDA. 2. WIND LOADS: DETERMINE POSITIVE AND NEGATIVE WIND LOADS FROM ASCE 7. 3. SPAN: IN TABLE 3, ENTER NEGATIVE WIND LOAD ONLY, DETERMINED FROM ASCE 7,' THEN MOVE ACROSS TO SELECT THE ALLOWABLE SHUTTER SPAN (BLADE LENGTH). C:U4K)I_Pro#ects\MiDisparate CAD\ VJKrnezevich\ CAD2008 \Town_ anti _CountrA08- 225\R2- sue \O8- 225-01.cg, 9/06/2010 1:25:11 PM, 11 x 17, 1:1, www.MiDisparate.com A 8 E 4 NON-HVHZ AS Wind Zone 4 - ONLY MINIMUM SHU1!tit SEPARATION FROM GLASS POSITIVE DESIGN LOAD ACTUAL SHUTTER SPAN MIN. SEPARATION FROM GLASS FOR INSTALLATIONS S 30'-0° MOVE GRADE MIN. SEPARATION FROM GLASS FOR INSTALLATIONS > 30'4T ABOVE GRADE (Nn (P.S.F.) (1) (FT - IN) (IN.) ON 30.0 5-0 3 1 8-3 2 -1/4 1-3/8 10-0 2 -1/4 1 -3/4 13-0 3 -3/4 3 -1/2 40.0 5-0 3 1 -1/8 8-3 2-1/4 1-1/2 9-0 2 -1/4 1 -3/4 10-0 2-1/4 2 -1/8 11-0 3 -3/4 2 -5/8 13-0 4-1/4 4-1/4 50.0 5-0 3 1 -1/8 8 -3 2-1/4 1 -5/8 9 0 2 -1/4 2 10-0 2-3/8 2 -3/8 11-0 3 -3/4 3-1/8 13-0 5 -1/8 5 -1/8 60.0 5-0 3 1 -1 /8 8 -3 2 -1/4 1-3/4 9-0 2 -1/4 2 -1/8 10-0 2 -3/4 2 -3/4 12-4 5 5 70.0 5-0 3 1 -1/8 7-0 2 -1/4 1 -1/2 8 -3 2 -1/4 1 -3/4 11 -5 4-1/2 4-1/2 90.0 5-0 3 1 -1/8 7-0 2-1/4 1-5/8 8-3 2 -1/4 2 -1/4 10-1 3 -3/4 3 -5/8 5-0 3 1 -1/4 110.0 7 -0 2-1/4 1 -3/4 8-3 2 -1/2 2 -1/2 9-1 3-1/4 3 -1/4 120.0 5-0 3 1 -1/4 7-0 2 -1/4 1 -3/4 8-3 2 -5/8 2-5/8 qtr+ 8-9 3 3 �c41" ; -. . 4. REVERSING: THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND.' OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPtE: IT a PERMISSIBLE TO MOUNT ON THE INSIDE OF A WOOD OR CONCRETE 8(AM WITH THE BACK OF THE SLAT FACING OUTWARD. FOR THIS C ODDITIOAi, IN ASTM WIND ZONE 4, USE THE APPROPRIATE POSITIVE LOAD A1VE LOAD AND SHUTTER SPANS IN THE APPROPRIATE POSITIVE t01� Z MN OF TABLE 4. 4. 5. SEPARATION TO GLASS: (TABLE 2 or 4) IS NOT REQUIRED IN WIND is -•.' THRU 3 (140 MPH WIND SPEED OR LESS). SEPARATION FROM GLS 415 REQUIRED FOR WIND ZONE 4 (141 MPH OR GREATER WIND SP ENTER TABLE 4 WITH THE DESIGN POSITIVE LOAD AND READ A Pi THE SEPARATION FROM GLASS VALUE IN COLUMNS 1 OR 2 (WH1cHEVEk APPROPRIATE).'��. 6.FOR DESIGN WIND LOADS BETWEEN TABULATED VALUES, USE THE NEXT HIGHER LOAD OR USE UNEAR INTERPOLATION TO DETERMINE ALLOWABLE SHUTTER SPAN. a• 44 FJO s'F sheet 1 0112 1 • t 161.8 ACCORDION SHUTTER SYSTEM' GENERAL NOTES: 1. THESE EVALUATION DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A FLORIDA BUILDING CODE PRODUCT APPROVAL FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) & NON -HIGH VELOCITY HURRICANE ZONE (NON - HVHZ). 2. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AND IS IN COMPLIANCE WITH THE INTERNATIONAL BUILDING CODE (IBC) AND THE INTERNATIONAL RESIDENTIAL CODE (IRC). 3. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD LAG SCREW DESIGN. 4. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AND IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE (FBC) REQUIREMENTS, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THIS SYSTEM MEETS MISSILE LEVEL "D" AND INCLUDES WIND ZONE 4 AS DEFINED IN ASTM E1996 -05. 5. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201 /202/203 AND ASTM E1886- 05/E1996- 05/E330 -02. 6. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7, A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. 7. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 8. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 9. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 10.ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION,. AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN & COUNTRY IND. FORT LAUDERDALE, FL. MISSILE "D" - ASTM E1886, E1996 & E330 TAS 201,202 & 203 FLORIDA BUILDING CODE APPROVED 13.ALL EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 20 K.S.I. 14.41. BOLTS AND WASHERS (EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/4 "0 OR 3/16 "0 5052 ALUM. ALLOY. 15.ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR BOX LOCI( AT CENTER OR SIDE CLOSURE. 16.TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SEE PAGE 5 FOR LOCK LOCATIONS AND DETAILS. 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS. USE REMOVABLE ANCHORS. 18.THE ACCORDION SHUTTERS MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT EXTRUSIONS ON INSIDE OF WOOD OR CONCRETE BEAM WITH BACK OF SHU i i tit FACING OUTSIDE (SEE PAGE 5 - TYPICAL PLAN VIEW). 19. DETAIL 5 to 12, 16 & 27 on page 3 to 4, MAY BE BENT TO FORMA CURVE WITH A MIN. RADIUS OF 10 ". 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. C:_MIDI Projects WiDisparate CADWil(nezevich\CAD2008`Town and Country 008 - 2251112 - \08-225-02.dwg, 9/06/20101:25:16 PM, 11 x 17,1:1, www.MIDIsparate.com 1 VARIES - NO LIMIT ► SECTION L ---TOP TRACK LOCKING MECHANISM, SEE TYPICAL PLAN VIEWS TYPICAL ACCORDION SHUTTER ELEVATION N.T.S. y PLAN VIEW -•— BOTTOM TRACK H of *s - 1�riiY .• . S747 #� SEP 06 2010 dd; • .1,ftf ►e/l5/2008 mduxq 08 -225 sheet 2 of 12 2.874" PROJECTION VARIES X6.8 ACCORDION SHUTTER SYSTEM 3.610' 1.907' 1.706' - .195" 0 0 1.994" SCALE: HALF SIZ 2.655" 1.825" 0 BUILD OUT WALL SCALE: HALF SIZE WHERE SHOWN HEAVY 2 -LEG WALL SCALE: HALF SIZE SCREW BOSSES & FELT GROVES 4. 621' 2.300" .250" 0 SILL SCALE: HALF SIZE 4.603" 4.140" .258" .030R .297" (.054" '1 .105" TYP. 3.635" 0 SILL ADAPTER SCALE: HALF SIZE .06 30.225° .043" .150R 0 TYP. 6.8 SLAT /BLADE 17. 6.8 STARTER SCALE: HALF SIZE SCALE: HALF SIZE 4.510" 4.102" -.054" 1.227" il 0 6.8 STACK /CONECTOR SLAT /BLADE SCALE: HALF SIZE 2.655' o 0 o+ N tU 1 1.825' .510' 621' .831' 1.069' _ _ _ 1,985' -------------- - 2.195' 0 EXTENDED SILL SCALE: HALF SIZE 0 CEILING HEADER /SILL SCALE: HALF SIZE .143' .682' .875' 1.5101 ° 41069' 2.748' LITE 2 -LEG WALL 4 SCALE: HALF SIZE ARE OPTIONAL ON 2.195' 1.230' 0 EXTENDED SILL ADAPTOR SCALE: HALF SIZE .r 1.708' 0 00 cu .630' 2.822' 0 RADIUS CEILING HEADER /SILL SCALE: HALF SIZE 1.908' 100'�i 1.708' t 95, x cu •1r --T• Zo N 1.069' .588' 0 HEAVY HEADER /SILL SCALE: HALF SIZE ALL EXTRUSIONS 2.655' .510' 0.080' .460' ,060' .621' .781' 2.195' 0 MID SILL SCALE: HALF SIZE N 0.115' 0.096' .180' .420' 0 WALL SILL CLIP SCALE: HALF SIZE .341 .895' c0 ON 1.510' 2.728' �.�J LITE HEADER /SILL `✓ SCALE: HALF SIZE 2.365' in 4.510' 0 MID SILL ADAPTOR SCALE: HALF SIZE 3.963' 1.570' .510' 106 -0 h in m _1;,}0.080 "0.1k7' � 621' cr ♦ • § • N N joy l ` 0 • o• o "4 m,�r r N W Fa' rst 1 Q O sa 0 Ia i� • WALL SILL: SCALE: HALL SZE PI rr^�► 1 S7A7- i• '' ''.3 SEP 06 2010 s, V WED .tittIO*15/2008 a" 9no. 08 -225 sheet 3 of 12 C:L,MIDI_Projects\MiDisparate CADW}Knezevich\CADi0081Town_and Country \08- 225VR2- sub\0&225- 03.dwg, 9/06/2010 1:25:21 PM, 11 x 17, 1:1, www.MIDIsparate.com iv lj (N�_`1 ,9, ii lL _J) .105' TYP 11 , in co cl (L! 4.510" 0 EXTENDED SILL ADAPTOR SCALE: HALF SIZE .r 1.708' 0 00 cu .630' 2.822' 0 RADIUS CEILING HEADER /SILL SCALE: HALF SIZE 1.908' 100'�i 1.708' t 95, x cu •1r --T• Zo N 1.069' .588' 0 HEAVY HEADER /SILL SCALE: HALF SIZE ALL EXTRUSIONS 2.655' .510' 0.080' .460' ,060' .621' .781' 2.195' 0 MID SILL SCALE: HALF SIZE N 0.115' 0.096' .180' .420' 0 WALL SILL CLIP SCALE: HALF SIZE .341 .895' c0 ON 1.510' 2.728' �.�J LITE HEADER /SILL `✓ SCALE: HALF SIZE 2.365' in 4.510' 0 MID SILL ADAPTOR SCALE: HALF SIZE 3.963' 1.570' .510' 106 -0 h in m _1;,}0.080 "0.1k7' � 621' cr ♦ • § • N N joy l ` 0 • o• o "4 m,�r r N W Fa' rst 1 Q O sa 0 Ia i� • WALL SILL: SCALE: HALL SZE PI rr^�► 1 S7A7- i• '' ''.3 SEP 06 2010 s, V WED .tittIO*15/2008 a" 9no. 08 -225 sheet 3 of 12 C:L,MIDI_Projects\MiDisparate CADW}Knezevich\CADi0081Town_and Country \08- 225VR2- sub\0&225- 03.dwg, 9/06/2010 1:25:21 PM, 11 x 17, 1:1, www.MIDIsparate.com O Al .x.125' 1 5' MAX. 0 ANGLE SCALE: HALF SIZE RECESS SILL SCALE: HALF SIZE .1875" .1125" 0 .1 --1 .3375" WHERE LOCK PINS ARE USED, THEY ARE ENGAGED IN THE STACKED POSITION & AREN'T REQ'D IN THE CLOSED POSITION. 0 OPTIONAL ALUMINUM OR PVC LOCK PIN FOR 29A +29B SCALE: HALF SIZE .623' 16.8 ACCORDION SHUTTER SYSTEM! #10 -24 THUMB I. dl► 51111,1 SCREW urz .3750 Z z ao N 1u ce 4 > FOR USE WITH AND ® ONLY 0 SLIDE ROD SCALE: HALF SIZE 0 BOX CENTER INSERT SCALE: HALF SIZE (I)2003 6.8 CENTER MATE SCALE: HALF SIZE 5.500' x 13/16' WIDE 0 UNIMATE LOCK SCALE: HALF SIZE ALTEDELTA SYSMS 35 BOX LOCK SCALE: HALF SIZE .188' TYP. .'—j• .400' ,689' SECTION A .160' I_nnt• 1 062' 0 MALE BOX CENTER ° SCALE: HALF SIZE POWDER COATED, ZINC DIE -CAST 36 T —LOCK ADAPTER (OPTIONAL) SCALE: HALF SIZE STAINLESS STEEL ASSEMBLY 3200 HOLE NYLON WHEEL 240" TYP. AT EVERY OTHER INSIDE JOINT AT TOP. 0 ROLLER ASSEMBLY SCALE: HALF SIZE 0 RAINGUARD SCALE: HALF SIZE CYLINDER -SOLID BRASS, NICKEL PLATED HOUSING -ZINC DICAST,POWDER COATED NOTE: MAY BE KEY OPERATED OUTSIDE OR THUMB TURN OPERATED INSIDE. 23 BRASS PUSH LOCK SCALE: HALF SIZE INSERTS INTO TRACK NYLON W,`SHER OR ALUMINUM (NYLON BUSHING OPTIONAL) 14 x 2 -3/4" 410 HT S.S. SCREW W/ TC ULTRACOTE COATING (TYP TOP & BOTTOM) YLON BUSHING W/ WASHER: 7/16 "0 x 1/2" @ INTERIOR JOINT TOP 7/16 "0 x 1" @ INTERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR gBUSHING ASSEMBLY DETAIL SCALE: HALF SIZE @DECORATIVE FLOOR TRACK SCALE: HALF SIZE 0 OLD 6.8 CENTER MATE SCALE: HALF SIZE 7/16 "0 STAINLESS STEEL NUT nn. .222-44 0 FEMALE BOX CENTER SCALE: HALF SIZE 5/16 "0 INTERNAL THREAD 125 ".Mfg- .125" in vti 33 OUTSIDE CENTER MATE SCALE: HALF SIZE HEAD STYLE VARIES 0 THUMB SCREW SCALE: FULL SIZE 1 4 -20x1 OR 5/16-18x1 MACHINE SCREW STAINLESS STEEL T- -SCREW INSERT SCALE: FULL SIZE .250'4.- • Al 7.000' C :LMIDI_Projetts \MIDisparate CAD \VJKnezevich \CAD2008 \Town and Country\08- 225W2- sub\08- 225- 04.dwg, 9/06/2010 1:25:26 PM, 11 x 17, 1:1, www.MIDIsparate.com 0 2X7 ANGLE SCALE: HALF SIZE .190" _44..125" t w N cT N Ob Xi 0 34 INSIDE CENTER MATE SCALE: HALF SIZE .062' 11) m ch 1.050' { .254' 4 .125' a. da �al.'✓ • . -: END STRIP 2" & 3" EXT" , :x,04,1015/2008 SCALE: HALF SIZE Air iy SEP 06 2010 tense • 140 ED aarvq m. 08 -225 sheet 4 Of 12 FASTENER @i 18" 0.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). EXISTING GLASS 6.8 ACCORDION SHUTTER SYSTEM ALT. DIR (INSIDE —BACK) OF ANGL CTION LEG 1 -1/2" MIN. FOR CONCRETE R BLOCK AND 3/4" MIN. WOOD ■11011••=Wfrial■-■111WAIIII MIMI MIL 1 -1/2" MIN. FOR CONCRETE OR BLOCK AND 3/4" MIN. FOR WOOD USE (1) BRASS PUSH LOCK OR (1) 5/16-18 THUMB INSERT AT 1/3 1/3 SPAN TO 2/3 AN FROM BOTTOM OF SHUTTER 6.80" (TYP.) (OUTSIDE — FRONT) IND TYPICAL PLAN VIEW SCALE: 3" = 1' -0" 1/4 -20x1 THUMBSCREW INTO THREADED HOLE. LOCATED ( 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES S 8' -3 ". USE TWO THUMBSCREWS ON BLADES > 8' -3 ", ONE 0 1/3 SPAN AND ONE AT 2/3 SPAN FROM BOTTOM OF BLADE, TYPICAL. FOR LOCKING SHUTTERS, A BRASS PUSH LOCK 123 MAY BE SUBSTITUTED M . 0.093" THICK 6063 -T6 UM. ANGLE 1" x 1" MIN. 0 2" x 5" MAX. (ANGLE LEG AY BE REVERSED) FASTENER (al 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16"0 ALUM. POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT dal 18" O.C. W Z USE (1) BRASS PUSH LOCK OR (1) 5/16 -18 THUMB INSERT I 70 AT 1/3 SPAN TO 2/3 N FROM BOTTOM OF SHUTTER TYPICAL OUTSIDE CORNER CLOSURE DETAILS WO /CORNER POST NTS EXISTING GLASS (INSIDE) e 4D ID CC T0- & BOTTOM LOCKING DETAILS FOR CENTER MATES SHOWN ON RANDOM DETAILS FOR GREATER SPANS OR LOADS THAN SHOWN IN TABLE ABOVE, END STRIPS REQUIRE A 1"X1" .090" CLIP ANGLE MID SPAN USING ANY ANCHOR ON THE ANCHOR SCHEDULE & tt14x3/4" TEK SCREW OR 1/4 -20 BOLT TO END STRIP. (OUTSIDE) .44 AMMO/ TYPICAL INSIDE CORNER CLOSURE DETAILS WO /CORNER POST NTS SILL 1/4 -20 THUMBSCREW INTO C£NTERMATES 1/3 TO 2/3 SHUTTER SPAN (OUTSIDE) MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1' -0" igi WfATIA 7C ALTERNATE END STRIP DETAIL SCALE: 3" = 1' -0" EXISTING GLASS/ SEE END STRIP SCHEDULE FOR MAX. SPAN WHEN USING 40a, 40b OR 40c USE APPROPRIATE STARTER STRIP TO PROVIDE CLOSURE FOR BUILDING CONDITIONS. FASTEN STARTER STRIP TO TRACK W/ 2/ #10x1" SCREWS AT CORNER. ANY TRACK W /SCREW BOSSES. USE (1) BRASS PUSH LOCK OR 11 5/16-18 THUMB SCREW I O THREADED INSERT 3 AT 1/3 SPAN TO 2/3 AN FROM BOTTOM OF SHUTTER l NN P ^o L) O 8 CA Kt, V1 to vNi K 0007,E W 3a8 N •ems! �I 0 OC 8 a QO to r r USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER (OUTSIDE) MULTIPLE SHUTTER ASSEMBLY SCALE: 3" =1.-0" 4 A SEP 06 2010 I101Ep tt r' 5/2008 d 88 -225 sheet 5 of 12 CA_MID) Projecls\MiDisparate CADWIknezevic ACAD2008\Town and Count:MOB- 225\R2- sub\I8 - 225- 05.dwg, 9/06/20101:25:32 PM, 11 x 17, 1:1, www,MiDisparate com END STRIP SCHEDULE PS SPAN 1 "B /O (2.7 ") 62 108.1 72 100.3 B? 94 112 80.4 132 76.1 2"B /O (3.7") 62 99.8 72 92.6 82 86.7 3 "B /O (4.7"1 62 92.7 (,'1 72 86 82 80.6 FOR GREATER SPANS OR LOADS THAN SHOWN IN TABLE ABOVE, END STRIPS REQUIRE A 1"X1" .090" CLIP ANGLE MID SPAN USING ANY ANCHOR ON THE ANCHOR SCHEDULE & tt14x3/4" TEK SCREW OR 1/4 -20 BOLT TO END STRIP. (OUTSIDE) .44 AMMO/ TYPICAL INSIDE CORNER CLOSURE DETAILS WO /CORNER POST NTS SILL 1/4 -20 THUMBSCREW INTO C£NTERMATES 1/3 TO 2/3 SHUTTER SPAN (OUTSIDE) MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1' -0" igi WfATIA 7C ALTERNATE END STRIP DETAIL SCALE: 3" = 1' -0" EXISTING GLASS/ SEE END STRIP SCHEDULE FOR MAX. SPAN WHEN USING 40a, 40b OR 40c USE APPROPRIATE STARTER STRIP TO PROVIDE CLOSURE FOR BUILDING CONDITIONS. FASTEN STARTER STRIP TO TRACK W/ 2/ #10x1" SCREWS AT CORNER. ANY TRACK W /SCREW BOSSES. USE (1) BRASS PUSH LOCK OR 11 5/16-18 THUMB SCREW I O THREADED INSERT 3 AT 1/3 SPAN TO 2/3 AN FROM BOTTOM OF SHUTTER l NN P ^o L) O 8 CA Kt, V1 to vNi K 0007,E W 3a8 N •ems! �I 0 OC 8 a QO to r r USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER (OUTSIDE) MULTIPLE SHUTTER ASSEMBLY SCALE: 3" =1.-0" 4 A SEP 06 2010 I101Ep tt r' 5/2008 d 88 -225 sheet 5 of 12 CA_MID) Projecls\MiDisparate CADWIknezevic ACAD2008\Town and Count:MOB- 225\R2- sub\I8 - 225- 05.dwg, 9/06/20101:25:32 PM, 11 x 17, 1:1, www,MiDisparate com 2 FASTENERS EACH ANGLE 1 "x2 "x1/8" OR2 "x2 "x1/8" ALUM. ANGLE THREE 3/16"0 ALUM. POP RIVETS OR THREE #12 SMS, TYP. TABLE A (CC3) PRESSURE VS ALLOWABLE LENGTH PSF 2 p 3 ( 8" PSF N B%0 No Bj0 62 9'-8" 13'-8" 72 9'-2" 13'-0" 82 8'-9" 12-5" 92 8' -5" 1V-11" 102 8' -2" 11' -7" 120 7-9" 10 -11" 150 7-2" 10' -2" 200 6' -6" 9' -3" 3/16 RIVET OR #12 SMS [al 18" O.C. OR 1/4 -2 NUT & BOLT (TYP.). ALUM. TUBE 8063 —T6 ALLOY SEE TABLE A. FOR SIZE. 3/16 "0 ALUM. POP RIVET OR #12 SMS (al 18" O.C. (TYP.) MAY USE MALE OR FEMALE LOCK -SLAT) X6.8 ACCORDION SHUTTER SYSTEM' ALTERNATE THRU BOLT CONNECON TYPE TYPICAL CORNER CLOSURE DETAILS C2 ERENCETIANCHOR NTS SCHEDULE FOR MAX. ALUM. TUBE 606.3—T6 ALLOY SEE TABLE 8 FOR SIZE. 1" x 2" x .093" 6063 -T6 ALUM. ANGLE, TYP. TABLE B (CC4) PRESSURE VS ALLOWABLE LENGTH PSF 2 WITH 0/0 x1 // WITH 8' -3" 12'-4" 72 7-10" 11' -9" 82 7'-6" 1V-3" 92 7-3" 10' -10" 102 7-0" 10'-5" 120 6' - -7" 9' -11" 150 6'-2" 9' -2" 200 5' -7" 8'-4" 3/16 "0 ALUM. POP RIVET OR #12 SMS (al 18" O.C. (TYP.) 2 FASTENERS EACH ANGLE THREE 3/16 "0 ALUM. POP RIVETS OR THREE #12 SMS, TYP. 1" x 2" x 1/8" OR2 "x2 "x1/8" ALUM. ANGLE USE MALE OR FEMALE LOCK -SLAT) TYPICAL CORNER CLOSURE DETAILS NTS C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING STRUCTURE ALTERNATE THRU BOLT C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING GLASS OR DOOR -- ILI I- OW 1/4 -20 MACHINE BOLT W /NUT (n7 12" 0.C. OR #14 SMS 6" O.C. (TYP. TOP & BOTTOM) t7 w C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, BLOCK OR WOOD FRAMING EMBED. 1 -1/2" MIN. FOR CONCRETE OR BLOCK AND 3/4" MIN. FOR WOOD FASTENER 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). 2 "x2 "x .090" 6063 -T6 ALUM. TUBE TYP. �2 "x5 "x1 /8" x CONTINUOUS ALUMINUM ANGLE OPTIONAL ANGLE ORIENTATION TYP. v r g t� 0 1 aR g OP II I1 (INSIDE" 1 d #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16 "0 ALUM. POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT 0 18" O.C. (OUTSIDE) SIDE CLOSURE OPTIONS SCALE: 3" = 1' -0" 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 14x3/4" SMS 9" 0.C. ANGLE TO TUBE CONNECTION 2 "x2 "x.125" 6063 -T6 ALUM. TUBE 2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 0 ALTERNATE BUILD OUT MOUNT SECTION 1'- 0" 6.8 ACCORDION SHUTTER SYSTEM rn • 0 0 1 SEP 06 2010 AptilED 08 -225 sheet 6 of 12 C:L•M1131_Projects \MIDisparate CAD \V3Knezevish\CAD2008\ Town_ an d _CountrA08- 225\R2- sub\08-225- 06.dwg, 9/06/2010 1:25:36 PM, 11 x 17, 1:1, www.MIDIsparate.com I TYP. BOTTOM) GLASS OR DOOR 1/4 " -20 THRU BOLT W/ LOCK NUT @ 12" O.C. OR *12 x 1/2" SMS( a 112.0.C.E.S. OR 3/16 "0 ALUM. POP RIVETS @ 6" O.C. E.S. OR 1/4 "ce ALUM. POP RIVETS @ 12" O.C. E.S. ® AND 1® ASSEMBLY 0 z W / 1 ■ FOR Ant VAnd Zone 4 SEE TABLE 4 & FOR M. SEE TABLE 2 FOR MIN. SEPARATION TO CLASS / 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/2" TYP. EXISTING CONCRETE, BLOCK OR WOOD FRAMING 6.R ACCORDION SHUTTER SYSTEM GLASS OR DOOR #12 x 1/2" SMS @ 12" O.C. OR 3/16 "0 ALUM. POP RIVETS @ 6" Q.C. OR 1/4 "0 ALUM. POP RIVETS @ 12" O.C. 0 AND ® ASSEMBLY -.. — 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER {TYP.) w l7 3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN 3 CONNECTION TYPE IN DIAGRAM ON PG. 10) REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'D WITH THIS LOCATION 0 L�J INSIDE MOUNT SECTION `� SCALE : 3 "= 1'- 0" EMBED. EXISTING CONCRETE, BLOCK OR WOOD FRAMING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN IN DIAGRAM ON PG. 9) 1/2" tr©0 GLASS OR DOOR 1/4 -20 S.S. MACHINE SCREW & NUT @ 12" O.C. Et OR 3" x 3" x 1/4" CONT. 6063 -T6 ALUM. ANGLE MAY BE REVERSED AS SHOWN DASHED) WALL MOUNT SECTION SCALE : 3 "= 1'- 0" cc W w F t-- 0z x� an 0 Xz QW � J aY W I- ILI J m X 0 0 V/ ILI zu�0 In ui IX< 0aI-- U ut Q 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) EXISTING CONCRETE, 0 w FOR > yletd Zone 4 TABLE 4 FOR tt3t1IZ. TABLE 2 FOR MIN. SEPARATION TO GLASS IX id II3 J m F In =T2 W 0 r u� tA w XZ.Zm ZJ a)- in C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 1/4" MAX. FROM PIN 1/2" TYp, G IDE TO BUSH! G WASHER (TYP.) EXISTING CONCRETE, BLOCK OR WOOD FRAMING 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'D WITH THIS LOCATION 0 INSIDE MOUNT SECTION SCALE : 3 ". 1'- 0" 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN IN DIAGRAM ON PG. 10) w w GLASS OR DOOR -- EXISTING STRUCTURE 5" MAX. 1/4 -20 MACHINE BOLT W /NUT @ 12" O.C. OR #14 SMS @ 6" O.C. (TYP. TOP & BOTTOM) W 17 ❑ w FOR Mi. Mnd Zone 4 SEE TABLE 4 & FOR HVHZ SEE TABLE 2 FOR MIN. SEPARATION TO GLASS C1 CONNECTION TYPE REFERENCE ANCHO SCHEDULE FOR MA SPACING 2.: EXISTING CONCRETE, BLOCK OR WOOD FRAMING EMBED. 0 BUILD OUT MOUNT SECTION SCALE : 3 "= 1'- 0" EXISTING CONCRETE, BLOCK OR WOOD FRAMING w z w 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING GLASS OR DOOR #12 x 1/2" SMS @ 12" 0.C. OR 3/16 "0 ALUM. POP RIVETS @ 6" 0.C. OR 1/4 "0 ALUM. POP RIVETS @ 12" O.C. ®? AND ®8 ASSEMBLY 0 w z w BLOCK OR WOOD EXISTING CONCRETE, FRAMING BLOCK OR WOOD FRAMING 3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING #12 x 1/2" SMS @ 12" O.C. OR 3/16 "0 ALUM. POP RIVETS @ 6" 0.C. OR 1/4 "0 ALUM. POP RIVETS @ 12" O.C. FOR a. 81nd Zone 4 SEE TABLE 4 & FOR TABLE 2 FOR MIN. SEPARATION TO GLASS r 11! L- r 1/4" MAX. FROM PIN I 1/2" JJ 41' 1/2" GUIDE TO BUSHING I �r�_. �f_TYP. WASHER ITYP.) rA mi..rog AVIrr ,. EDGE w w F1m D W O zuuJ 0 In _I z< oaf - N 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'D WITH THIS LOCATION 0 CEILING / INSIDE MOUNT SECTION �L ==--�� SCALE : 3 "= 1'- 0" 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN IN DIAGRAM ON PG. 10) 2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EMBED. � ;; t/2 tu V fi FOR �Tt�. Ct 1 -� , ; .►�.r, `a ANATIUI 41 TO BASS W �I EXISTING STRUCTURE C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Q1DR2® 1/4" MAX. tY w DDrn X 0 zup O In J C3 z 03 Cr 0dI- L./ 0 Q FROM PIN GUIDE TO BUSHING WASHER (TYP.) GLASS OR DOOR 1/4" MAX. FROM PIN GUIDE TO BUSHING R(2) WASHER (TYP.) 2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, BLOCK OR WOOD FRAMING 0 WALL /BUILD OUT SECTION SCALE : 3 1'- 0" a sdi s h 08-225 sheet 7 of 12 C:LMIDI_ProjectsjMIDisparate CAD\VJKnezevich\CAD2008\Townand Country\08- 225jR2 -Sub\08- 225- 07.dwg, 9/06/2010 1:25:41 PM, 11 x 17, 1:1, www.MIDIsparate.com I(MAX. DESIGN LOAD t 72 P.S.F.)I GLASS OR DOOR FOR ASJk Wind Zone 4 SEE TABLE 4 & FOR I SEE TABLE 2 FOR MIN. SEPARATION TO GLASS /2 MAX. DESIGN LOAD = 72 P.S.F. X6.8 ACCORDION SHUTTER SYSTEM! EXISTING STRUCTURE 1/4 "0 ALL POINTS SOLID SET ANCHORS WITH 7/8" MIN. EMBEDMENT IN CONCRETE OR BLOCK 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) TWO 1/4" so WOOD LAG SCREWS @ 24" O.C. MAX. WITH 2" THREADED PENETRATION "T" INTO CENTER OF STUDS EMB. "T' PLYWOOD & STUCCO FINISH THIS DETAIL MAY ALSO BE USED AT TOP TRUSSES 14 SMS @ MIDSPAN BETWEEN STUDS FOR TRACK TO 1" x 4" TUBE CONNECTION 1" x 4" x .125" 6063 -T6 ALUM. TUBE THIS DETAIL TO BE USED WHEN STUD SPACING EXCEEDS THE MAX. ALLOWABLE ANCHOR SPACING. 0 WALL MOUNT SECTION SCALE : 3 "= 1'- 0" FOR ASTM Wind Zone 4 SEE TABLE 4 & FOR kLYHZ SEE TABLE 2 FOR MIN. SEPARATION TO GLASS 0 • Q 0 EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE —GLASS OR DOOR 0 in 11 z 0. V) 3" MIN. ED. DIST. ALT. LEG DIRECTION SEE BEAM SCHED. & NOTE J1 THIS PAGE FOR ANGLE SIZE & ANCHORS REQ'D 1/4 -20 MACHINE BOLT W /NUT @ 12" O.0 OR #14 x 3/4" SMS 6" 0.C. ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) GLASS OR DOOR --- 3" MIN. ED. DIST. 1/4 "0 ALL POINTS SOLID SET ANCHORS WITH 7/8" MIN. EMBEDMENT IN CONCRETE OR BLOCK EXISTING STRUCTURE SEPARATION TO GLASS 1/4 "4 THRU BOLTS SEE BEAM SCHEDULE FOR REQUIRED NUMBER N N 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) - -1/4" TILE (TYP.) FINISH MATERIAL 3/4" PLYWOOD — 1/4"oo A325 GRADE THRU BOLT @ 8" O.C. OR 5/16"o> A325 GRADE THRU BOLT @ 12" 0.C. GALV. OR S.S. 0 PASS THRU DETAIL SCALE : 3 "= 1'- 0" 1/4 "# ELCO ULTRACON TO CONCRETE /CMU 6" 0.C. W/1 -1/4" MIN. EMB. OR 1/4 "0 LAG SCREW @ 9" 0.C. W/1 -7/8" MIN. EMB. IN WOOD SG =0.42. TO 0.55. 2" x 5" x 1/8" CONT. ALUM. ANGLE (6063 -T6) (MAX. DESIGN LOAD 3 72 P.S.F.) EMBED. SEE BEAM SCHED. & NOTE J1 THIS PAGE FOR ANGLE SIZE & ANCHORS REQ'D ALT. LEG DIRECTION MAX CHll7TFR 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 MACHINE BOLT W/ NUT @12 "0.0 OR #14 x 3/4" SMS @ 6" O.C. ACCESS HOLE MAX. DESIGN LOAD = s 72 PSF 0 BEAM SPAN SECTION SCALE : 3 "= 1'- 0" EXISTING WOOD TRUSS OR RAFTER @ 24" MAX. 0.C. EXISTING FINISH MATERIAL c. * BOX BEAM SCHEDULE 807( BEAM SHUTTER SPAN TOP BEAM 80T. BEAM SI F T 1 • Y ' ` MO Tpp Om Mt Mt 7� 8EA17 iab 819s, A 2" x 5" 0.125" 5' -0" 9' -0" 9' -6" 2 2 2 2 6" 6" 8' -0" 8' -0" 8' -1" 2 2 3 3 9" 9" 10' -3" 7' -7" 7 " -S" 2 2 3 3 9" 9" 2" x 6" 0.125" 5' -0" 9'-5" 1V-1" 2 2 2 2 6" 6" 8'-0" 8'-6" 9' -6" 2 2 3 3 9" 9" 10' -3" 7' -10" 8' -6" 2 2 3 3 9" 9" 2" x 8" 0.125" S' -0" 10' -1" 14' -3" 2 2 2 3 9" 9" 8' -O" 9' -0" 11' -10" 2 2 3 4 9" 12" 10' -3" 8' -5" 10' -6" 2 3 3 4 9" 12" 12" 15" 2" x 10" 0.1875" 5' -0" 11'- " 19' -8" 2 3 2 4 9" 8' -O" 10' -3" 16' -8" 2 3 3 5 9" 10' -3" 9' -9" 14' -10" 3 4 4 5 12" 15" * USE 2X3X1/4 OR 2X5X1/4 ANGLES FOR 2X5 & 2X6 BEAMS USE 2X5X1/4 ANGLES FOR 2X8 & 2X10 BEAMS BEAM SCHEDULE NOTES: J1. USE BEAM SCHEDULE FOR DETAIL .1. J2. TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS. J3 LAP BEAMS ARE NOT ALLOWED. J4 ALL BEAMS & ANGLES TO BE 6063 -T6 ALLOY. 1" x 4" x 1/8" 6063 -76 ALUM. TUBE W/ THREE 1/4 "0 WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD @ I EACH RAFTER OF TRUSS 24" O.C. MAX. WHERE TUBE EXTENDS BEYOND LAST TRUSS MORE THA 8 ", EXTEND TUBE TO NEXT TRUSS. 1/4 -20 S.S. MACHINE SCREW 24" 0.C. IN BETWEEN TRUSSES WITH 1/2.4 ACCESS HOLE ON BACKSIDE OF TUBE OR #14 SMS @ 24" 0.C. MAX. IN BETWEEN TRUSS MOUNT SECTION K SCALE : 3 "= 1'- 0" 2" x 4" x 1/8" 6063 -16 ALUM. ANGLE W/ THREE 1/4 "0 WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD @ EACH RAFTER OF TRUSS, 24" O.C. MAX. WHERE ANGLE EXTENDS BEYOND LAST TRUSS MORE THAN 8 ", EXTEND ANGLE TO NEXT TRUSS. iNcv 1O * wo 0 le4 t5* 1' (=•'A N° eve eve, E. � �aI 61 ACCORDION SH *ice; irn • • a • e 4 S7 �� bb SEP s a 4'Z SEP ft 04, 5j ; r 06 2010;; ti 5/2008 aeet+(611 08 -225 Sheet 8 Of 12 C:LMIDI_Projects\M( Disparate _CAD\VJKnezevich \CAD2008\Town and Country \08- 225\R2 -s ,\08. 225- 08.dwg, 9/06/2010 1:25:46 PM, 11 x 17, 1:1, www.MiDIsparate.com • ITYP. BOTTOM' z 0 ti GLASS OR DOOR FOR 6SThi, Wind Zone 4 SEE TABLE 4 & FOR SEE T FOR MIN. SEPARATION Aka TO cc z u► X 4 z .250" 1/4 "0 TAPCON al 24" O.C. WITH 1 -1/4' MIN. EMBED. GLASS DOOR FOR Ant Wind Zone 4 SEE TABLE 4 FOR WIZ SEE TABLE 2 FOR MIN. SEPARATION TO OR EXISTING CONCRETE OR BLOCK ONLY. WOOD // `1OT ACCEPTABLE ANCHORS DIST. 0 RECESS SILL DETAIL SCALE : 3 "= 1,- 0" 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 16e8 ACCORDION SHUTTER SYSTEM' vCL Qv1 .250" - C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR SPACING GLASS OR DOOR FOR mod. Wind Zone 4 SEE TABLE 4 & FOR i3 jZ SEE TABLE 2 FOR MIN. SEPARATION TO BASS C: w 1- i X 4 EXISTING CONCRETE OR BLOCK ONLY. WOOD � WALL MOUNT SILL DETAIL FRAMING & WOOD ANCHORS �- / SCALE : 3 "= 1'- 0" NOT ACCEPTABLE 0 DECORATIVE FLOOR TRACK DETAIL SCALE : 3 "= 1'- 0" 1 "x1 "x1 /8" & 1 "x2 "x1/8" 6063 -T6 ALUM. ANGLE CUT TO MATCH AND PROVIDE SUPPORT OF CUT SHUTTER EXTRUSIONS FRONT AND BACK. WHERE FRONT OF EXTRUSION IS CONTINUOUS, IS OQURD w fel 1211 0© APPROVED MOUNTING CONDITION, MIN. OF TWO PER PIECE 1 "x1 "x1/8" & 1 "x2 "x1 /8" 6063 -T6 ALUM. ANGLE CUT TO MATCH AND PROVIDE SUPPORT OF CUT SHUTTER EXTRUSIONS FRONT AND BACK. WHERE FRONT OF EXTRUSION IS ►CONTINUOUS, REINFORCEMENT APPROVED FASTENER AND TWO FASTENERS PER CUTOF PIECE TYP. SECTION FOR SHUTTERS P1 K-VSCALE: 3" = 1' -0" 00 APPROVED MOUNTING CONDITION, MIN. OF TWO PER PIECE APPROVED FASTENER AND SPACING FTENERS PERMCUTOF PIECE TYP. ALTERNATE SECTION FOR SHUTTERS P2 SCALE: 3" = 1' -0" CC w W J N CO 0 IF 'm F-� =p Zcvt, - oz < (0 EXISTING STRUCTURE RADIUS HEADER MOUNTED PARTIAL ELEVATION SCALE: 3" = 1' -0" EXISTING FINISH MATERIAL 5UOR 6 RM CUT IN 4" INTERVALS C0 F O E (SEE DETAIL i1 U el FOR ADDITIONAL INFO). TYP. TOP & BOTTOM. FASTENER @ EACH 4" CUT SEE ANCHOR SCHEDULE BASED ON C4 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE W z 1- Vi 0 L7 w 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) EXISTING STRUCTURE EXISTING FINISH MATERIAL 0 0 0. "Co wwww a • O 0001 1■1010 9- wwww 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/4 -20 MACHINE BOLT .W/ NUT @ 2" 0.C. 1 CUT AT INTERVALS T ORM CURVE (SEE DETAIL o 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (FASTENER @ EACH 4" PIECE 0 CURVED TRACK SECTION DETAIL SCALE : 3 "= 1'- 0" ggyright 0 2010 VJK 0 08 -225 sheet 9 of 12 C:LMiDi_ProjectsjMIDIsparate CADjV3Knezevich\CAD2008\Town _and Country \08- 225\R2-subj08- 225-09.dwg, 9/06/20101 :25:51 PM, 11 x 17,1:1, www.MIDIsparate.com 16.8 ACCORDION SHUTTER SYSTEM ANCHOR SCHEDULE FOR CONCRETE MAXIMUM FASTENER SPACING (MIMES) REQU1IR8D FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE & MINIMUM CONCRETE REQUIREMENTS LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 1" EDGE DISTANCE MIN. 2-1/r EDGE DISTANCE SPANS UP TO 6'-0" (SEE NOTE 1) SPANS UP TO 8-8" (SEE NOTE 1) SPANS UP TO 13'-0" (SEE NOTE 1) SPANS UP TO 6' H7' (SEE NOTE 1) SPANS UP TO 8' H3« (SEE NOTE 1) SPANS UP TO 13'-0" (SEE NOTE 1) CONNECTION a (SEE C2 NOTE C3 TYPE 3) C4 CS a CONNECTION (SEE C2 NOTE C3 TYPE 3) C4 C5 a CONNECTION (SEE C2 NOTE C3 TYPE 3) C4 C5 Cl CONNECTION (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION CI (SEE C2 NOTE Q TYPE 3) C4 CS CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 5.11.4"tiNtamttti"tiy.;" I/4"0 I MIN. E WITH 1 -3/4° 48.0 16 16 6 7 8 16 16 4 5 5 16 16 3 3 3 16 16 13 16 16 16 16 9 12 15 16 16 6 8 10 62.0 16 16 5 5 6 16 16 3 4 4 15 9 3 16 16 10 14 16 16 16 7 9 12 16 10 4 6 8 72.0 16 16 4 5 5 16 16 3 3 3 13 6/ / 16 16 8 12 15 16 16 6 8 10 14 7 4 5 7 110.0 16 1j//%11 3 3 12 6 / 11 4 �/// 16 16 5 7 10 14 6 4 5 6 12 4 3 4 5 200.0 11 4'124 3 4 6 12 4 3 4 5 12 4 3 4 5 I/4 " ULTWICON WITH 13 4MIN. EMBEDMENT 48.0 16 12 14 16 16 16 16 8 16 16 12 16 16 16 16 8 12 16 16 16 5 8 11 62.0 16 9 11 16 16 13 8 5 16 16 9 13 16 16 16 6 9 12 14 8 4 6 8 72.0 16 18 9 16 16 11 5 / 4 16 16 8 11 15 16 16 5 8 11 12 5 3 5 7 110.0 16 1S 6 11 5 9 3 3 16 16 5 7 10 11 5 3 5 7 10 4 3 4 6 200.0 9 3 3 9 3 9 3 � 3 10 4 3 4 6 10 4 3 4 6 10 4 3 4 6 480 / aA � , 16 16 16 16 16 16 16 12 16 16 16 16 8 11 16 62.0 /`ii „ / // rgrA r r 16 16 13 16 16 16 16 9 13 16 16 11 6 9 12 1/4"c 2" NUN WITH 72.0 Z. �,,,,,`�m �m� r 16 16 11 16 16 16 16 8 11 16 16 7 5 7 10 110.0 / Fr, % p��J %,r , 16 16 7 11 15 15 7 5 7 10 13 5 4 6 8 200.0 T%/ %rr% 13 5 4 6 8 13 5 4 b 8 13 5 4 6 8 14 8 ALL A St 1/4-20 MACHINE !I POINTS SOLID 718 EMB SCREW -SET MIN. 1-1/4" EDGE DISTANCE MIN. 3" EDGE DISTANCE Cl. C2 C3 C4 C5 a C2 C3 C4 Cs a C2 C3 C4 C5 a C2 C3 C4 C5 a C2 C3 C4 C5 Cl C2 C3 C4 C5 48.0 16 16 7 9 11 16 16 4 6 8 12 12 3 4 5 16 16 14 16 16 16 16 10 14 16 16 16 6 9 13 62.0 16 16 5 7 9 14 14 3 5 6 9 5 3 4 16 16 11 16 16 16 16 8 11 15 16 9 5 7 10 72.0 16 16 4 6 7 12 12 3 4 5 8 4 3 16 16 9 14 16 16 16 6 9 13 13 6 4 6 9 110.0 11 11 3 4 5 8 3 3 7 3 16 15 b 9 12 13 6 4 5 8 11 4 3 5 200.0 7 % / „// 3 7 !// 3 7 / / 3 11 4 3 5 7 11 4 3 5 7 11 4 3 5 7 i�48.0 MIN. 2 -518" EDGE DISTANCE MIN. 5-1/4" EDGE DISTANCE a C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 0 C4 C5 C1 C2 C3 C4 CS Cl C2 C3 C4 C5 a C2 C3 C4 C5 16 16 16 16 16 16 16 12 16 16 16 16 8 11 15 16 16 16 16 16 16 16 16 16 16 16 16 11 16 16 WV% STAINLESS 14/8" POWERS ' °-- 62.0 16 16 13 16 16 16 16 9 13 16 16 12 6 8 11 16 16 16 16 16 16 16 12 16 16 16 14 8 12 16 DROP -IN & 3/8-16 site. Tom. MIN. EMBEDM 72.0 16 16 11 16 16 16 16 8 11 15 16 8 5 7 10 16 16 16 16 16 16 16 11 16 16 16 9 7 11 15 110.0 16 16 7 10 14 16 8 5 7 9 15 6 4 6 8 16 16 10 15 16 16 9 7 10 15 16 6 6 9 13 200.0 15 6 4 6 8 15 6 4 6 8 15 6 4 6 8 16 6 6 9 13 16 6 6 9 13 16 6 6 9 13 •Itilill .... ...... .. . ► 511T71 XL MIN. 2 -3/16" EDGE DISTANCE MIN. 3-1/8" EDGE DISTANCE a C2 C3 C4 C5 Cl C2 C3 C4 C5 a C2 C3 C4 C5 Cl C2 C3 C4 C5 C1 C2 C3 CA C5 Cl C2 C3 C4 C5 48.0 16 16 15 16 16 16 16 10 15 16 16 16 7 14 14 16 16 15 16 16 16 16 10 15 16 16 16 7 10 14 620 16 16 11 16 16 16 16 8 12 16 16 9 5 8 11 16 16 12 16 16 16 16 8.12 16 16 10 5 8 11 72.0 16 16 10 15 16 16 16 7 10 14 13 6 4 6 9 16 16 10 15 16 16 16 7 10 14 14 6 4 7 9 110.0 16 16 6 9 13 13 6 4 6 9 11 4 3 5 8 16 16 6 10 13 14 6 4 6 9 12 4 4 5 8 200.0 11 4 3 5 8 11 4 3 5 8 11 4 3 5 8 12 4 4 5 8 12 4 4 5 8 12 4 4 5 8 711MIPtiy"utyt""ui "hh 5/16'0 3/4 � MIN, EMBEDMENT 48.0 16 16 16 16 16 16 16 12 16 16 16 16 8 12 16 16 16 16 16 16 16 16 13 16 16 16 16 8 13 16 62.0 16 16 13 16 16 16 16 9 14 16 16 10 6 9 13 16 16 15 16 16 16 16 10 15 16 16 11 6 10 14 72.0 16 16 11 16 16 16 16 8 12 16 15 7 5 8 11 16 16 12 16 16 16 16 8 13 16 16 8 5 8 12 110.0 16 16 7 11 16 15 7 5 8 11 12 5 4 6 9 16 16 8 12 16 16 7 5 8 12 14 5 5 7 10 200.0 12 5 4 6 9 12 5 4 6 9 12 5 4 6 9 14 5 5 7 10 14 5 5 7 10 14 5 5 7 10 m.. 2 x S (TYP.) TOP FLANGE t I ANCHORO(SEE SPACING SECTION X) 4 4 11xS(TYP.ij' BOT. FLANGE 0 01 0 1 x S 10 INSIDE OR O HEADER / SILL AEC SEX) (SEE SPACING SIDE CLOSEST TO OPENING NOTE: "S" INDICATES ANCHOR SCHOULE 'ACING. SPACING DIAGRAM FOR C1 CONNECTION TYPE: - C1 CONNECTION TYPE USING PIECE 3 OR 4 2 x 5 (TYP.) COMBINATION COMBINATION COMBINATION 1 x 5 (TYP. NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: - C3 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE ANCHORS ONLY OUTSIDE ANCHORS TYPE USING PIECE OR WITH ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DEitHMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST 8E UMITED TO THOSE SHOWN IN TABLE 1 & 3 (Pg 1). 2.ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3.SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4.EXISIING STRUCTURE MAY BE CONCRETE, ASTM C -90 HOLLOW CONCRETE BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 6.WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERtFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7.WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' x 4" (MIN.) WOOD STUD. 3/4' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHER WINGNUT. 9. FOR 5/18 "0 ELCO CRETE FLEX, CONCRETE fco3.35 KSI, FOR ELCO ULTRACON, CONCRETE f'r,=3.5 KSI, FOR ITW TAPCON, CONCRETE fc=3.2 KSI, OTHERWISE MIN. fc <= 3 Ka 6 5 m 0 4 i a ' S'A7 0� SEP 06 2010,4 elm 08 -225 sheet 10 of 12 C:LN)1DI_ Projects \M1D1sparate CAT} \VJiCnezevich \CAD2008\Town and Country\08- 225\R2- sub108- 225- 10.dwg, 9/06/2010 1:25:56 PM, 11 x 17, 1:1, vwMw.M113Isparate.oan 6 8 ACCORDION SHUTTER SYSTEM ANCHOR SCHEDULE FOR CONCRETE BLOCK MAXIMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE & MINIMUM BLOCK REQUIREMENTS LOAD (W) P.S.F. MAX. (SEE NOTE I) MIN. 1" EDGE DISTANCE MIN. 2 -1/2" EDGE DISTANCE SPANS UP TO. 6'-0" (SEE NOTE 1) SPANS UP TO 8'-8" (SEE NOTE 1) SPANS UP TO 11-0" (SEE NOTE 1) SPANS UP TO 6'-0" (SEE NOTE 1) SPANS UP TO S'-8° (SEE NOTE 1) SPANS UP TO 13' -0" (SEE NOTE 1) CONNECTION a (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE 0 TYPE 3) C4 C5 CONNECTION a (SEE Q NOTE C3 TYPE 3) C4 CS CONNECTION a (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE 0 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 ailllnktmmMhijimi! ! /4 °e1�Ti�MMEENTT! -i /4" 48.0 7 7 4 3 4 5 5 AAA 13 3 3 3 AAA 72.0 12 12 4 7 10 8 8 3 5 7 5 5 A 3 5 62.0 5 5 O 6 3 4 4 i 4 5 16 6 raii 3 9 9 3 5 8 6 6 a© 6 5 4 i/.i! /ra 6 3 72.0 5 5 ii 16 3 3 3 13 fa i „iii 7 9 13 8 8 3 4 7 5 5 i�33 8 5 3 iii 4 5 3 110.0 3 3 rAii�,/ 4 72.0 72.0 11 11 � / //9 9 -Aiiii 13 3 ���i���f��`/ 5 5 4 „� "/ �r10 110.0 7 3 3 ffirir AEIIj�Z�f� 4 200.0 %f % %'r-Ir /��ZI� / f /i'///.i% /����.„if'�it/��W���4, 16 8 / //.%%ra% 16 / 16 5 ©VAe////i�'/ 8 Immin uutt. 11//44 °a (#1,4� 1/4 °a , SCREW %IS OR V1 TON 3/4' PARALLEL OR PERP. WOOD GRAIN S.S. OR GA1.V. FINISHED 48.0 16 16 /. 15 %'/. 16 62.0 i 16 ' / /.r 11 1111111°"1""‘"‘"‘"""-- l/ 11 ELCOULAEDE./4"M�EEMBEDMNT 48.0 14 14 4 6 9 10 10 6 4 6 6 7 % 12 14 16 5 9 13 10 10 3 6 9 6 16 o 5 6 62.0 11 11 3 5 7 7 7/ 3 4 5 4 200.0 13 11 3 4 6 10 7 7 3 4 7 5 4 720 9 9 3 4 6 6 6613 4 4 A/ /. A49 3 6 9 6 6 A 4 6 4 A/ A 4 110.0 6 mill i��i/arffA�% /�fi�riii� 6 ` A i 4 3 /Jri 3 200.0 �6 ii/ // AMINE' / NM 3 i r.// WANi 3 3 r /ii 3 1/4 "e AU_ AN 11/4- MACHINE ' i POINTS SOLID 20STAfNLESS SCREW -SET STEEL MIN. 1-1/4" EDGE DISTANCE MIN. 2" EDGE DISTANCE C1 C2 C3 C4 C5 Cl C2 C3 CA C5 a C2 C3 C4 CS Cl C2 C3 C4 C5 C! Q 0 C4 C5 CI C2 C3 C4 C5 48.0 16 16 5 6 8 12 12 3 4 6 8 8 / 3 4 16 16 8 11 14 16 16 5 8 10 13 13 3 5 6 62.0 13 13 3 5 6 9 9 A 3 4 6 3 a A 3 16 16 6 8 11 15 15 4 6 7 10 6 3 4 5 72.0 ® 11 © 4 5 7 7 i 3 4 5 iiii 16 16 5 7 9 13 13 3 5 6 9 4 �© 4 110.0 7 7 rid 3 5 i 4 i ii 3 r'A 3 200.0 4 ��3�� EN 4 //if�i� !/ 4 r���/� �r /Cis Eref7 ° f/ lc ■ ;1 //1�fi�°° SW1TH `t) ?;'i 1i! \Ci tC i 1-1j4' MiN. EMB ENT MIN. 3" EDGE DISTANCE MIN. 4" EDGE DISTANCE a a 0 C4 a a C2 C3 C4 CS a C2 Ci C4 C5 a C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 48.0 %�//ra//m 16 8 13 16 15 15 5 9 14 10 10 3 6 9 62.0 62.0 i�iii i//�i/�� i/�'f</% 16 16 6 10 16 11 11 4 7 11 7 4 3 4 7 72.0 �//iii/�'i % /.rArAfdr r Ar or; TAN' LA 14 14 5 9 13 10 100 33 6 9 6 3 4 6 110•0 i / / %/. N�i�� rAr/./ r%/ 9 ' Cit/ 3 5 200.0 /ii�'i %/�' Ar Z N riii/,i��%iii�V��� IZ��fAV/. 3 5 111.11."‘"""""‘"""-'" 5/16 "e ELCO ULTRACON 1 -1/4" MIN. EMBEDMENT MIN. 1-9/16" EDGE DISTANCE MIN. 3-1/8" EDGE DISTANCE Cl C2 0 C4 C5 a C2 0 C4 C5 a c2 0 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 a c4 0 48.0 16 16 6 8 10 14 14 4 5 7 9 9 3 4 16 16 8 12 16 16 16 5 8 12 11 11 3 5 8 62.0 16 16 4 6 8 11 11 3 4 5 7 4 3 16 16 6 9 13 12 12 4 6 9 8 5% 4 6 72.0 14 14 4 5 6 9 9V 3 4 6 3 3 15 15 5 8 11 10 10 3 5 8 7 3 ' 3 5 WITH 110.0 9 99 / 3 4 6 3 5% A 10 10 3 5 7 7 3/ 3 5 6 V 3 4 200.0 ilIWr ' ,,),4� ��, /AXE nr,Z ;���� A,. ° �� 3 4 ANCHOR NOTES: SEE PAGE 10 ANCHOR SCHEDULE FOR WOOD so =0.5.5 MIN. MAXIMUM FASTENER SPACNG (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR & MINIMUM LOAD (W) P S.F. MAX. (SEE NOTE 1) MIN, 3/4" EDGE DISTANCE SPANS UP TO 6'-0" (SEE NOTE 1) SPANS UP TO $'-8' (SEE NOTE 1) SPANS UP TO !3' -0" (SEE NOTE 1) CONNECTION C1 (SEE a NOTE a TYPE 3) C4 0 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE 0 NOTE C3 TYPE 3) C4 C5 48.0 16 16 12 14 16 16 16 8 10 11 16 16 5 6 7 62.0 16 16 9 11 12 16 16 6 7 8 16 13 4 5 5 1/4°e WOOD LAG WITH 13 4° MIN. THREE PQNEI RATI PARALLEL 0 . TO WOOD S.S. OR GALV. FINISHED 72.0 16 16 8 9 11 16 16 5 6 7 16 9 3 4 5 110.0 16 16 5 6 7 16 9 3 4 5 16 6 3 3 4 200.0 16 6 3 3 4 16 6 3 3 4 16 6 3 3 4 *1,es;s;,�\\\\\ 7/1j�6gg'0 STAN WOOD BUSHING WITH 16 16 8 % 13 16 11 11 7 9 13 7 7 62.0 6 0 13 13 8 // 15 15 4 5 7 10 6 8 4 72.0 72.0 11 11 .4, 9 Z 13 3 ���i���f��`/ " /��� 4 „� "/ 110.0 110.0 7 7 A, . AEIIj�Z�f� 4 MACHINE SCREW 20'X.0 - 4 .�,� /��ZI� %ice 200.0 /����.„if'�it/��W���4, 16 8 10 12 16 / 16 5 7 8 Immin uutt. 11//44 °a (#1,4� 1/4 °a , SCREW %IS OR V1 TON 3/4' PARALLEL OR PERP. WOOD GRAIN S.S. OR GA1.V. FINISHED 48.0 16 16 11 15 16 16 62.0 16 16 9 11 14 16 16 6 8 9 16 11 4 5 6 72.0 16 16 7 10 12 16 16 5 7 8 15 7 3 4 5 1100 16 16 5 6 7 15 7 3 4 5 13 5 3 3 4 200.0 13 5 3 3 4 13 5 3 3 4 13 5 3 3 4 ANCHOR SCHEDULE FOR WOOD SG = &Q MIN. MAXIMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR MI pE& MINIMUM LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 6'-0" (SEE NOTE 1) SPANS UP TO 8'-8' (SEE NOTE 1) SPANS UP TO 13'-0" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C , CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION a (SEE C2 NOTE C3 TYPE 3) C4 C5 48.0 16 16 9 11 13 16 16 6 8 9 16 16 4 5 6 62.0 16 16 7 9 10 16 16 5 6 7 15 9 3 4 4 1441"1; W000 LAG WITH 1- 4" PARALUI OR PERP, TO N SS. FINISHED 72.0 16 16 6 7 9 16 16 4 5 6 13 6 3 4 110.0 16 16 4 5 6 12 6 4 10 4 3 3�,• 200.0 10 4 /X, 3 3 10 4 / 3 3 10 4 / 3 ,,,-3 111111111111111‘• 1/4 "0 { #14) SMS OR 14 '. a WOOD SCREW W1TH 1 -3/ PEN TION 4' PUN THREAD ETRA PARALLEL OR PERP. TO S.S 2ALINNISHED 48'0 16 16 8 10 13 16 16 5 7 9 13 13 62.0 16 16 6 8 10 15 15 4 5 7 10 6 8 4 72.0 16 16 5 7 9 13 13 3 4 6 9 4 /4 110.0 12 12 3 4 5 8. 4 3 4 7 3 200.0 7 3 W/ 3 7 3 / / 3 7 3 X l t: ZE a. sr: a z� Q I alp SEP 06 2010,i, tioiED ,nett +2 / 5/20Q8 • • 1 08 -225 sheet 11 of 12 _MiDL_ Projects\ MIDisparate __CADjVJKnezevich\CAD2008\Town and_Cou�08- 225\R2- subj0$- 225- 11.dwg, 9/06/2010 1:26:01 PM, 11 x 17, 1:1, www.MIDIsparate.com .032" .032" .161u 3.250" DIA. I II L 2.875" DIA. .4'1W .125" piNa=========4 EXTERIOR) OLIGHT N -VIEW WINDOW S CALE: HALF SIZE 4.603" SUPPLEMENTAL BLADE WITH WINDOW 6_8 AI=CO1RGt7►OO• SHIJT'TER SYSTEM ASSEM{AW AACCORD ION BLADE 2.8"N DIA. HOLE &ITT SSEM arsycINDOW 1� OBLADE WITH ROUND WINDOW SCALE: 3" =1 /_/�" 4.603' gil di 1.500" 4 r L_. WWIr�iIX �Y TOP EDGE OF ACCORDION BLADE 1.500"x6.00"HOLE WWIINNDOWR� LY) RECTANGULAR WINDOW ASSEMBLY O3BLADE WITH RECTANGULAR WINDOW 1b SCALE: 3" = 2.875' ROBN+ID WINDOW ASSEMBLYL Of 3 WINDOWS PER ER BLADE RECTANGULAR WINDOWQAEMBLY) MAXIMUM PER EVERY O BLADE N. i TASECTION SCALE HALF SIZE /TARECTANGULAR SCALE: HALF SIZE WINDOW FRAME QB kE: 2:11P DETAIL 1e1�rD LAPP MATES TYPICAL PLAN VIEW OF ACCORDION WITH WINDOWS SCALE: 3" ACCORDION ELEVATION WITH WINDOWS SCALE. " = SE } 6.8 ACCORDION SH Vi F GENERAL NOTES: 1. THESE EVALUATION DOCUMENTS REPRESENT A SHUTTER SYSTEM WITH WINDOWS, ANALYZED WITH THE PROVISIONS SET C FOR THE ISSLTANCE OF A FLORIDA BUILDING CODE PRODUCT APPROVAL THIS PRODUCT IS SUITABLE FOR INSTALLATION IN ,�O AREAS OF THE HIGH VELOCITY HURRICANE ZONE (IMiZ) & NON -HIGH VELOCITY HURRICANE ZONE (NON- HVHZ). 2. THIS SYSTEM HAS BEEN DING THE HIGH VELOCITY AND �� L HURRICANE I (HVHZ). THIS SYSTEM WETS MISSILE LEVEL AND INCLUDES WIND ZONE 4 AS DEFIED IN ASTM E1956-05. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886- 05jE1996- 05/E330 -02 ;,.ya, o a 1,a _ 1. 4. THIS SYSTEM HAS 864 TESTED AND EVALUATED AND I5 IN i:OMPUANCE WITH THE INTERNATIONAL BUILDING CODE (TO' . •i AND THE INTERNATIONAL RESIDENCE CODE (IRC). ".• "- 5. NO INCREASE IN ALLOWABLE STRESS HAS a N USED IN THE DESIGN OF THESE PRODUCTS. .. -�+,r, 6. THE ACCORDION SHUTTER MANUFACTURING AND INSTALLATION WITH WINDOWS INSTALLED IN THE BLADE 13 1t 13b) MUST $ g .. . ALSO COMPLY WITH ALL OF THE GENERAL NOTES & CONDITIONS FOUND ON ANY KA PREPARED, FBC 2007 PI CT • A t r "_ APPROVED, 6.8 ACCORDION SHUTTER SYSTEM DRAWING. ` 4 .,,,, * �} 1a` . 7. THE ROUND WINDOW, COMPONE TT (41) IS MADE FROM SABIC PLASTICS SLX1431T UL-94HB (THICKNESS SHOWTON. , rr'A7 11.►t a; COMPONENT DETAIL). y 13 ; y,, 8. THE RECTANGt><AR WINDOW SHOWN IN DETAIL 138 I5 MADE FROM GE XL10 LEXAN WITH 0.075" MINIMUM THIC ,�+ ' 0 SEP 06 2010 ,° 9. TO MA FOR RECTANGULAR (6N�N WINDOW AYSB NYLON L OR BOLTS CAI� TE WITH A MINIMUM THICKNESS OF 0 .161" AT? 0j L t t tD5"/15/2008 08 -225 sheet 12 of 12 C:LMiDi_Projects \MiDisparate CAD\V3K:nezevich \CAD2008 \Town anti Country \08- 225\R2- sub\08- 225- 12.dwg, 9/06/20101:26:06 PM, 11 x 17, 1:1, www.MiDisparate.corri C 3000000 nCCdCCC C 0 0 C O C 100: 0000 0 I 9 = 0901 90- __ 'I 1 i --s VARIES (NO LIMIT) -, N. i TASECTION SCALE HALF SIZE /TARECTANGULAR SCALE: HALF SIZE WINDOW FRAME QB kE: 2:11P DETAIL 1e1�rD LAPP MATES TYPICAL PLAN VIEW OF ACCORDION WITH WINDOWS SCALE: 3" ACCORDION ELEVATION WITH WINDOWS SCALE. " = SE } 6.8 ACCORDION SH Vi F GENERAL NOTES: 1. THESE EVALUATION DOCUMENTS REPRESENT A SHUTTER SYSTEM WITH WINDOWS, ANALYZED WITH THE PROVISIONS SET C FOR THE ISSLTANCE OF A FLORIDA BUILDING CODE PRODUCT APPROVAL THIS PRODUCT IS SUITABLE FOR INSTALLATION IN ,�O AREAS OF THE HIGH VELOCITY HURRICANE ZONE (IMiZ) & NON -HIGH VELOCITY HURRICANE ZONE (NON- HVHZ). 2. THIS SYSTEM HAS BEEN DING THE HIGH VELOCITY AND �� L HURRICANE I (HVHZ). THIS SYSTEM WETS MISSILE LEVEL AND INCLUDES WIND ZONE 4 AS DEFIED IN ASTM E1956-05. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886- 05jE1996- 05/E330 -02 ;,.ya, o a 1,a _ 1. 4. THIS SYSTEM HAS 864 TESTED AND EVALUATED AND I5 IN i:OMPUANCE WITH THE INTERNATIONAL BUILDING CODE (TO' . •i AND THE INTERNATIONAL RESIDENCE CODE (IRC). ".• "- 5. NO INCREASE IN ALLOWABLE STRESS HAS a N USED IN THE DESIGN OF THESE PRODUCTS. .. -�+,r, 6. THE ACCORDION SHUTTER MANUFACTURING AND INSTALLATION WITH WINDOWS INSTALLED IN THE BLADE 13 1t 13b) MUST $ g .. . ALSO COMPLY WITH ALL OF THE GENERAL NOTES & CONDITIONS FOUND ON ANY KA PREPARED, FBC 2007 PI CT • A t r "_ APPROVED, 6.8 ACCORDION SHUTTER SYSTEM DRAWING. ` 4 .,,,, * �} 1a` . 7. THE ROUND WINDOW, COMPONE TT (41) IS MADE FROM SABIC PLASTICS SLX1431T UL-94HB (THICKNESS SHOWTON. , rr'A7 11.►t a; COMPONENT DETAIL). y 13 ; y,, 8. THE RECTANGt><AR WINDOW SHOWN IN DETAIL 138 I5 MADE FROM GE XL10 LEXAN WITH 0.075" MINIMUM THIC ,�+ ' 0 SEP 06 2010 ,° 9. TO MA FOR RECTANGULAR (6N�N WINDOW AYSB NYLON L OR BOLTS CAI� TE WITH A MINIMUM THICKNESS OF 0 .161" AT? 0j L t t tD5"/15/2008 08 -225 sheet 12 of 12 C:LMiDi_Projects \MiDisparate CAD\V3K:nezevich \CAD2008 \Town anti Country \08- 225\R2- sub\08- 225- 12.dwg, 9/06/20101:26:06 PM, 11 x 17, 1:1, www.MiDisparate.corri