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HomeMy WebLinkAboutProduct Approval OR -BOOK 3887 PAGE 264 RE JUL 13 PEPMqTTj,,qG , GENERAL DURABLE POWER OF ATTORNEY: St. Lucie County FL Finances, Property, and Health Care (Florida Statutes 7092101 et sett.) STATE OF CONNECTICUT COUNTY OF FAIRFIEJ.D KNOW AIA, MEN BY THESE PRESENTS: That 1, June E. Sullivan, of St. Lucie County,Florida, being of sound inind and memory, do hereby make,constitute and appoint my daughter, Sharon Sullivan Pavlik, of 27 Richmond Hill Road, Norwalk, CT 06854, as my true and lawfbl agent and attorney in fact{hereinafter sometimes called "my agent"),with full power and authority to act for me, individually,and in my name,place and stead, with reference to the transaction of any and all business,do any and all things,exercise any discretion,and execute and deliver any and all conveyances and other documents of%,.,hatsocvcr kind and character,in or about or with respect to any and all matters and things concerning me or my property, real or personal or mixed, or affairs, as fully and completely as I might lawfully do if present and acting in person with full power of substitution or revocation, and to have all powers and rights that I now possess or may possess hereafter with respect to all of my property. Without intending in any manner to limit or diminish the foregoing powers granted to my agent, but intending to expand or enlarge upon the same, I specifically authorize and empower my agent,to: I. Forgive, request, demand, sue for, collect, receive, hold, purchase, invest and re-invest in, transfer, sell, convey, pledge all sums of money., dues, coin'mercial paper, checks, drafts, deposits, legacies, bequests, devises, notes, interest, stock certificates, bonds (including "Bearer Bonds"), dividends, certificates of deposit, annuities (private and public), pension, profit sharing, retirement, social security, disability, insurance and other contractual benefits and proceeds, all documents of title, all property, real or personal, intangible and tangible property and property rights, and demands whatsoever, liquidated, now or hereafter owned by me, or due, owning,payable or belonging to me or in which I have or may hereafter acquire an interest; 2. Make, execute and deliver, in my name and on my behalf, for any consideration whatsoever, for cash or on a deferred payment plan, instruments of conveyance covering real, personal or mixed properties owned or claimed by me, wherever situated, containing such tenns,covenants and conditions deemed necessary or advisable by any agent; OR .BOOK 3887 PAGE 265 3. Manage, maintain, repair. improve, invest.. insure, rent, lease, encumber, and in any manner deal with any real or personal property owned by me, tangible or intangible, or any interest therein, that I now own or may hereafter acquire, in my name or for my benefit, enter into any lease agreement or contract for sale or repair of said property with the right to collect all rents or other fiends which-may be due from said property or properties, including but not limited to the execution of oil, gas and mineral leases. related contracts, agreements and division orders and collection of rents, bonuses and royalties on same, all upon such terns and conditions as my agent shall deem proper; 4. Receive. receipt for, deposit, withdraw and execute, and endorse checks and drafts thereon. in my name and on nry behalf, from any bank or any other financial institution, or any investment or brokerage firm or credit union, funds, owned or claimed by me and which arc on deposit in my name, including but not limited to negotiating certificates of deposit in my name in banks, savings and loan associations and other institutions and the execution of any papers or documents with the Federal Social Security Administration and/or any other governmental agency,county, state or federal; and to receive and receipt for every sum of money which is now or hereafter shall be due or belonging to me; 5. Have access at any time or times to any safe deposit box rented by me, wheresoever located, and open, enter into and remove, in my name and on my behalf, from any safe deposit box registered in my name, or jointly in my name, located in any bank or any other financial institution, all or any part of the property or contents contained therein, with the further right and power, in my name and on my behalf to sell or otherwise dispose of such property, and to surrender or relinquish said-safe deposit box. Any institution in which any such box may be located shall not incur any liability to me or my estate as a result of permitting my agent to exercise this power; 6. E=xecute, in my name and on my behalf, such contracts or other assurances as may be requested or required by any bank or other institution or individual when carrying out the powers granted herein; and prepare, execute and file in illy name joint or separate federal and state tax retums, declarations of estimated tax for any year or years and related forms on my behalf and make any other related elections related thereto deemed necessary by my agent, including but not limited to federal gift tax returns on my behalf; including the authority to disclaim any assets otherwise passing to me; and to prepare, execute and file any claims for refund or any tax. 7. Acquire, purcliase, exchange, buy or sell options to buy or sell and convey real or personal property, tangible or intangible, or any interest therein, on such terms and conditions as illy agent shall dcern proper. Execute and deliver, in my name and on my behalf, conveyances of real or personal property including, but not limited to my homestead, for any consideration to my spouse, children and/or their issue, of any such OR-BOOK 3887 PAGE 266 real or personal property owned by me at any time, including the execution of promissory notes and deeds of trust and including instruments necessary to purchase real or personal property in my name. as well as the execution or release of such deeds of trust or other security agreements as may be necessary or proper in the exercise of the rights and powers herein granted; 8_ IIEALTH CARE: Execute in my name and on my behalf such medical insurance forms, including but not limited to Medicare and Medicaid claim forms, and other medical, hospitalization or health insurance forms as tnay be requested or required on my behalf, including admittance and release forms and authorizations for treatment of any kind; and to make any and all health care decisions for me if I be unable to give informed consent with respect to any given health care decision; and shall have all those powers and rights which are provided by Florida Law and to make any and all health care decisions for me, including, but not limited to those set forth in Chapter 765, Florida Statutes. 9. Operate any business or corporation on my behalf in the same capacity as 1 would have with the sante powers and authority possessed by the at that time, including but not limited to exercising stock options and voting all of ivy shares of stock in said corporation or corporations without the necessity of a proxy and the right to appoint proxies therefore, and possessing all powers that I possess as granted to .me by.the Bylaws of said corporation or corporations, to incorporate, reorganize, merge, consolidate, recapitalize, sell, liquidate or dissolve any business; elect or employ officers, directors and agents; carry out the provisions of any agreement for the sale of any business interest or the stock therein; 10. Commence,prosecute, discontinue or defend all actions or other legal proceedings or remedies touching my affairs or estate or any part thereof as may be deemed necessary by my agent; and to adjust, sell, compromise, settle, and agree for the same, and to execute and deliver for me, on my behalf, and in my name, all endorsements, releases,receipts, or other sufficient discharges for the same; 11. Borrow any sum or sums of money on such terms and with security, whether real or personal property, as my agent may deem necessary, and to execute all promissory notes, deeds of trust and other instruments which may prove necessary or proper; to borrow against margin accounts on stock and other investments and pledge assets therefore; 12. Engage, employ and dismiss any agents, servants, advisors, including accountants, attorneys or other persons in and about the performance of these duties as my agent shall deem necessary and grant such persons discretionary power; OR -BOOK 3887 PAGE 267 13. Receive and receipt for any distribution from any trust under which I am the beneficiary and to withdraw on my behalf any funds or assets held in any trust operating for my benefit, by assignment, conveyance or otherwise; 14. Mold, purchase or invest in my name in "Tasting assets" such as life estates or life interests in property and "unproductive assets" such as reminder interests in property if deemed advisable by my agent; 15. This instrument is to be construed and interpreted as a general durable power of attorney. The enumeration of specific powers herein is not intended to, nor does it, limit or restrict the general powers herein granted to my agent. This instrument is executed and delivered in the Statc of Florida, and the laws of the State of Florida shall govern all questions as to validity of this power and the construction of its provisions, 16. Third parties may rely upon the representations of the agents as to all matters relating to any power granted to them hereunder, and no person who may act in reliance upon the representations of the agent or the authority granted to it shall incur any liability to the principal or his estate as result of permitting the agent to exercise any power. The following powers are specifically granted to my attorney-in-fact (principal must initial any powers wished to be granted below): (a) Create an inter vivos trust; (b) With respect to a trust created by or on behalf of the principal, amend, modify, revoke, or terminate the trust, but only if the trust instrument explicitly provides for amendment,modification,revocation,or termination by the settlor's agent; (c)Make a gift, subject to subsection(3) of F.S. 709.2202 ; _ (d)Create or change rights of survivorship; (e)Create or change a beneficiary designation; (f) Waive the principal's right to be a beneficiary of a.joint and survivor annuity, including a survivor benefit under a retirement plan; or (g) Disclaim property and powers of appointment. OR-BOOK 3887 PAGE 268 Notwithstanding the foregoing, the attorney in ['act may not: 1. Perform duties under a contract that requires the exercise of- personal services ofthe principal; 2. Make any affidavit as to the personal knowledge of the principal; 3. Vote in any public election on behalf of the principal; 4. l:aecute or revoke any will or codicil for the principal; 5. Create, amend, modify, or revoke any document or other disposition effective at the principal's death or transfer assets to an existing trust created by the principal unless expressly authorized by the power of attorney; or 6. IL%crcise powers and authority granted to the principal as trustee or as court-appointed fiduciary. I direct that the above-related powers and authority of my said agent shall be so exercisable and effective regardless of the fact that 1 may be mentally or physically incapacitated or incapable of understanding or unable to,express myself or act in my own behalf at the time of any action oil my behalf by said agent. Such incapacity, whether mental or physical, that I may exhibit shall not in any way interfere with the authority of my agent herein to act fully on my behalf accordutg to the terms hereof. In other words, this Power of Attorney shall not be affected by the subsequent disability, incompetence or incapacity of the principal. And I do hereby undertake to ratify and confirm, all and singular, the acts heretofore performed and to be hereinafter performed by my said agents, acting in my name and on my behalf. INSPECTION AND DISCLOSURE OF INFORMATION RELATING TO MY 1'I-IYSICAL OR MENTAL HEALTH. A. General Grant of Power and Authority. Subject to any limitations in this Directive, my agent has the power and authority to do all of the following: (1) Request, review and receive any infortnztion, verbal or written, regarding my physical or mental health including, but not limited to, medical and hospital records; (2) Execute on my behalf all)- releases nyreleases or-other documents that may be required in order to obtain this information; (3) Consent to the disclosure of this information; and (4) Consent to the donation of any of my organs for medical purposes. OR-BOOK 3887 PAGE 269 B. HTPAA Release Authority.My agent shall be treated as I would-be with respect to my rights regarding the use and disclosure of my individually identifiable health information or other medical records. This release authority applies to any information governed by the Health Insurance Portability and Accountability Act of 1996 (HIPAA), 42 U.S.C. 1320d and 45 CFR 160 through 164. 1 authorize any physician, health care professional, dentist, health plan, hospital, clinic, laboratory, pharmacy, or other covered health care provider, any insurance company, and the Medical Information Bureau, Inc. or other health care clearinghouse that has provided treatment or services to, me, or that has paid for or is seeking payment from me for such services, to give, disclose and release to my agent, without restriction, all of my individually identifiable health information and medical records regarding any past, present or future medical or mental health condition, including all information relating to the diagnosis of HIV/AIDS, sexually transmitted diseases, mental illness, and drug or alcohol abuse. The authority given my agent shall supersede any other agreement that I may have trade with my health care providers to restrict access to or disclosure of my individually identifiable health information. The authority given my agent has no expiration date and shall expire only in the event that I revoke the authority in writing-and deliver it to my health care provider. NOTICE TO PERSON EXECUTING THIS DOCUMENT This is an important legal document. Before executing this document, you should know these important facts: 'Ibis document gives the person you designate as the attorney-in-fact (your agent) the power to make health care decisions for you. ')'his power exists only as to those health care decisions to which you are unable to give informed consent. The attorney-in-fact must act consistently with your desires as stated in this document or otherwise made known. Except as you otherwise specify in this document, this document gives your agents the power to consent to your doctor not giving treatment or stopping treatment necessary to keep you alive. This durable power of attorney is not affected by subsequent incapacity of the principal except as provided in s.709.2 108,Florida Statutes. The attorney in fact must be a natural person who is 18 years or older and is of sound mind, or a financial institution, as defined in chapter 655, Florida Statutes, with trust powers, and having a place of business in the State of Florida and be authorized to conduct trust business in the State of Florida. A not-for-profit corporation, organized for charitable or religious purposes in this state, v,,hich has qualified as a court-appointed guardian prior to January 1, 1996, and which is a tax-exempt organization under 26 U.S.C. s. 501(c) (3). may also act as an attorney in fact. Notwithstanding an}, contrary OP. BOOK 3887 PAGE 270 clause in the written power of attorney, no assets of the principal may be used for the benefit of the corporate attorney in fact, or its officers or directors. Notwithstanding this document,you have the right to make medical and other health care decisions for yourself so long as you can give informed consent with respect to the particular decision. In addition, no treatment may be given to you over your objection, and health care necessary to keep you alive may not be stopped or withheld if you object at the time. The document gives your agents authority to consent, to refuse to consent or to withdraw consent to any care, treatment, service or procedure to maintain, diagnose or treat a physical or mental condition. This power is subject to any statement of your desires and any limitations that you include in this document. You may state in this document any types of treatment that you do riot desire. In additions, a court can take away the power of your agents to make health care decisions for you if your agents (a) authorizes anything that is illegal, (b) acts contrary to your known desires, or (c) where your desires are not known; does anything that is clearly contrary to your best interests. You have the right to revolve the authority of your agents by notifying your agents or your treating doctor, hospital or other health care provider in writing of the revocation. Your agents have the right to examine your medical records and to consent to this disclosure unless you limit this right in this document. Unless you otherwise specify in this document, this document gives your agents the power after you die to (a) authorize an autopsy, (b) donate your body or parts thereof for transplant or for educational, therapeutic or scientific purposes, and ,(c) direct the disposition of your remains. If there is anything in this document that you do not understand, you should ask your lawyer to explain it to you.. IN WITNESS WhIEREFORE, I have executed this General Durable Power of Attorney consisting of 8 pages this the 01) day of August, 2014. Signed: T ..t / JUNE E. SULLIVAN R, BOOK 3887 PAGE 271 ATTESTATION The hereinafter named Witnesses, each declare under penalty of perjury under the laws of the State of Connecticut that the principal is personally known to us, that the principal signed and acknowledged this durable power of attorney in our presence, that the principal appears to be of sound mind and under no duress, fraud or undue influence,that we are not the person appointed as attorney-in-fact by this document, and that we are not a health care provider, nor an employee of a health care provider or facility. We are not related to the principal by blood, marriage or adoption,and to the best of our knowledge, are not entitled to any part of the estate of the principal upon the death of the principal under a will now existing or by operation of law. Witness our signatures,this the ) day of August.2014. WITNESSES: rig X[/42i1h' STATE OF CONNECTICUT COUNTY OF FA WIELD The foregoing instrument was acknowledged by me this day of August,2014 by JUNE E.SULLIVAN who is personally known by me or who has produced: i as identification and who did not take an oath. aad G12ti Notary Public CAROL M.SANTO SEAL NOTARY PUBLIC STATE OF CONNECTICUT My Con]nlission Expires: MY commission Eapima Mar.31,2018 - 1 2 FD walkway 130' mrh Exp_ "T SULLIVAN v G ° 10600 S OCEAN DRIVE ##701impact Windows JENSEN BEACH, FL 34990 fACTflRYOIRECT SINCE 1969v JOB INSPECTION SHEET Anchor Opening Spacing Wall Size Shutter Shutter Shutter Top Unit No. pressure W x H Width Height Span Bot om 3 1 99.2 610x95.25 610 951/4 92 3 6 2 58.4 71x96.75 841/2 963/4 1 931/2 9 06/30/2015-2:42pm gabriels V:\Projects\_2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH MRH > 60' . DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'D' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributa Area(S Ft Roof TributaryArea(S Ft) 1. TABLES ARE INTENDED TO DEP.IC-TH��WORST CASE'PRESSURES.'WORST CASE'IS Height eight DEFINED AS THE CRITIt<AZGONDITION"OF-AN7UNINIfJ WN VARIABLE AS DESCRIBED BELOW. 10 15 20 25 30 � 145 50 7" 10 15 20 25 30 35 40 45 50 USE OF CRITICAL COAD JIONS.$EQUIRED FOR USE WITH THFSE TABLES. -54.9 -54.9 -54.9 -54.3 -53.7 -5 3 8_'= 5"'-}.> 1 -100.6 -100.6 -100.6 -97.8 -95.5 -93.5 -91.9 -90.4 -89.0 2. TABLES VALID O�L 0 6.UIkLL•DDjN,GS�OF ME,9((JJ ROOF HEIGHT AS LIMITED ABOVE. 61-70 ft +54.9 +54.9 +54.9 +53.8 +53.0 + 2.2 ,.. 0-X50 5/i 61-70 ft +54.9 +54.9 +54.9 +53.8 +53.0 +52.2 +51.6 +51.0 +50.5 3 TABLES VALID FOR L OF=-TYPES`&"S. PX-S.APPLICABLE REDUCTIONS FOR ROOF SLOPES ` R LESS THAN 101 SHA Bt-PERF 9R{�D BY-AN ENGINEER AS A SITE SPECIFIC CONDITION. 80 ft -56.2 -56.2 -56.2 -55.6 -55.0 -5 .5 4:1_"53:7 •5h`.4 � 80 ft -103.0 -103.0 -103.0 -100.1 -97.7 -95.7 -94.0 -92.5 -91.1 4.IDENTIFY THE B )LL)I_1GME'AIiN(AVERAGE RQOF HEIGHT.IF THE MEAN ROOF HEIGHT +56.2 +56.2 +56.2 +55.1 +54.2 +q 3.5�-+�2:8-_52.2 t51;T, +56.2 +56.2 +56.2 +55.1 +54.2 +53.5 +52.8 +52.2 +51.7 CANNOT BE IDENTIF EDj�&zFlJ PEAK ROOF/IMG T. _ - S. ALWAYS ROUND USL�OOFzHEIGI-FTS�TOeNEXT,d' LE VALUE OR CONSERVATIVE ASSUMPTION. -57.3 -57.3 -57.3 -56.7 -56.1 -55�i` 5,2^•-5. '�Sp�S "� -105.1 -105.1 -105.1 -102.2 -99.8 -97.7 -96.0 -94.4 -93.0 6.CALCULATE THE TRIBLN'A$Y�ARE({OF_T,HE OP NING IN QUESTION(HEIGHT'WIDTH)OR 90 ft +57.3 +57.3 +57.3 +56.2 +55.3 +54.6 +53.9 --+52.8 90 ft +57.3 +57.3 +57.3 +56.2 +55.3 +54.6 +53.9 +53.3 +52.8 THE SPAN LENGTH(HEIGHT)MI�tfRPJjIEDBY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -58.4 -58.4 -58.4 -57.8 -57.2 -56.7 -56.2 -55.8 -55.5 -107.1 -107.1 -107.1 -104.0 -101.6 -99.5 -97.7 -96.2 -94.7 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 100 ft RY +58.4 +58.4 +58.4 +57.3 +56.3 +55.6 +54.9 +54.3 +53.8 100 ft +58.4 +58.4 +58.4 +57.3 +56.3 +55.6 +54.9 +54.3 +53.8 AREA OPENIOF AN OPENING CANNOT BE IDENTIFIED,NGS ONLY-THIS INCLUDES AREAS ETHE MOST CRITICAL(0 SQUARE FEEN STRUCTURAL MULLS. IF THE ET)SHALL -59.4 -59.4 -59.4 -58.7 -58.1 -57.6 -57.2 -56.8 -56.4 -108.8 -108.8 -108.8 -105.8 -103.3 -101.2 -99.4 -97.8 -96.3 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 110 ft +59.4 +59.4 +59.4 +58.2 +57.3 +56.5 +55.8 +55.2 +54.7 110 ft +59.4 +59.4 +59.4 +58.2 +57.3 +56.5 +55.8 +55.2 +54.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER •60.3 -60.3 -60.3 -59.6 -59.0 -58.5 -58.0 -57.6 -57.3 -110.5 -110.5 -110.5 -107.4 -104.9 -102.7 -100.9 -99.2 -97:8 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 120 h +60.3 +60.3 +60.3 +59.1 +58.2 +57.4 +56.7 + +55.5 120 ft +60.3 +60.3 +60.3 +59.1 +58.2 +57.4 +56.7 +56.1 + 5 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL -61.1 -61.1 -61.1 -60.5 -59.8 -59.3 -58.8 -58.4 -58.1 -112.1 -112.1 -112.1 -108.9.3)*0�-02.1`6 -99.2 MUNICIPALITY IN ACCORDANCE WITH CODE. 130 k +61.1 +61.1 +61.1 +59.9 +59.0 +58.2 +57.5 +56.8 +56.3 130 ft +61.1 +61.1 +61.1 + 9:9;;+SQ:O`-+58 2 +57.5-"t5" +56.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -61.9 -61.9 -61.9 -61.3 -60.6 -60.1 -59.6 -58.8 -113.5 -113.5 -113.5 -1 0.3..- 7-.X�lo`r.5'=103\.�6�,1 ,5.9 - ,4 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 140 ft +61.9 +61.9 +61.9 +60.7 +59.7 +58.9 +58.2 +57.6 +57.0 140k +61.9 +61.9 +61.9 + ,7 v -581.9' +SS:Yi; 7.6 +57.0 GENERAL NOTES' -62.7 -62.7 -62.7 -62.0 -61.3 -60.8 -60.3 -59.9 -59.5 -114.9 -114.9 -114.9 -1 11.7- 9.Q 1 06.8 -104.9 03.2 -101.7 �! - •+ �r ti. 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 150 ft +62.7 +62.7 +62.7 +61.5 +60.5 +59.6 +58.9 +58.3 +57.7 150 ft +62.7 +62.7 +62.7 + 1.5''tCz0:5-`59.6 +58,9`m+58.3 +57.7 METHODOLOGY"PER ASCE 7-10 SEC-ION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -63.4 -63.4 -63.4 -62.7 -62.0 -61.5 -61.0 -60.6 -60.2 -116.2 -116.2 -116.2 -11 10 7=10 !.'-'1 6.1 =`10$3 -102.8 CRITERIA AS OUTLINED HEREIN. 160 ft 160 ft �' / 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND +63.4 +63.4 +63.4 +62.1 +61.1 +60.3 +59.6 +58.9 +58.4 +63.4 +63.4 +63.4 +62.1 +61.1 '59.6 +58.9 +58.4 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -64.0 -64.0 -64.0 -63.4 -62.7 -62.1 -61.6 -61.2 -60.8 -117.4 -117.4 -117.4 -114.1 -111.4 -109.1 -107.2 -105.4 -103.9 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 170 ft +64.0 +64.0 +64.0 +62.8 +61.8 +60.9 +60.2 +59.6 +59.0 170 ft +64.0 +64.0 +64.0 +62.8 +61.8 +60.9 +60.2 +59.6 +59.0 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH -64.7 -64.7 -64.7 -64.0 -63.3 -62.8 -62.3 -61.8 -61.4 -118.6 -118.6 -118.6 -115.2 -112.5 -110.2 -108.3 -106.5 -104.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 180 ft +64.7 +64.7 +64.7 +63.4 +62.4 +61.6 +60.8 +60.2 +59.6 180 ft +64.7 +64.7 +64.7 +63.4 +62.4 +61.6 +60.8 +60.2 +59.6 WALLS AND VERTICAL SURFACES ONLY. -65.3 -65.3 -65.3 -64.6 -63.9 -63.3 -62.9 -62.4 -62.0 -119.7 -119.7 -119.7 -116.3 -113.6 -111.3 -109.3 -107.5 -105.9 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. 190 ft +65.3 +65.3 +65.3 +64.0 +63.0 +62.1 +61.4 +60.7 +60.1 190 ft +65.3 +65.3 +65.3 +64.0 +63.0 +62.1 +61.4 +60.7 +60.1 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -65.9 -65.9 -65.9 -65.2 -64.5 -63.9 -63.4 =6FD- 2.6__ -120.8 -120.8 -120.8 -117.4 -114.6 -112.3 -110.3 -108.5 -106.9 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER 200 ft J - 00 ft COEFFICIENTS USTED�.IERF`N SHALL-BE-01,-- ED_QND VERIFIED BY THE GOVERNING +65.9 +65.9 +65.9 +64.6 +63.6 + 2:7� Li:9• .61.3 +60:7" =s/ +65.9 +65.9 +65.9 +64.6 +63.6 +62.7 +61.9 +61.3 +60.7 BUILDING DEPARTM AND-EERM HOLDER.-NO= RRANTY FOR APPLICABILITY OF TABLE -66.4 -66.4 -66.4 -65.7 -65.0 -6 5 0-, 3:5---63.1 ,,�•/ -121.8 -121.8 -121.8 -118.4 -115.6 -113.2 -111.2 -109.4 -107.8 VALUE USE IS OFFER DI BEI -� � 210 ft 1�T-2-1f r- /• 210 ft S.THIS SPECIFICATJO( I1'OTzI�ITERDED TO'OFFER ANY PRODUCT APPROVED +66.4 +66.4 +66.4 +65.2 +64.1 +3.2 -_61.8-.+61!`°211 +66.4 +66.4 +66.4 +65.2 +64.1 +63.2 +62.5 +61.8 +61.2 CERTIFICATION. REFjER"'TO-A SEPgf2AT LY-V MITTED TEST CRITERIA AND OTHER 220 ft -67.0 -67.0 -67.0 -66.3 -65.6 -6 i 0 X64 5_--�T 6 6` *C 220 ft -122.8 -122.8 -122.8 -119.3 -116.5 -114.2 -112.1 -110.3 -108.7 APPROVALS FOR DE IG IIS , TION•INFOIMATION AND APPLICABILITY OF THESE TABLE ' \ VALUES WHICH IS TB_ VEL IFIE BY OTHEF;S�IRRR CCORDANCE WITH GOVERNING CODES. +67.0 +67.0 +67.0 +65.7 +64.6 +3.7!X3:0.+62.3 +,61,7• +67.0 +67.0 +67.0 +65.7 +64.6 +63.7 +63.0 +62.3 +61.7 I 6.ADHERE TO ALL CA2'YMY/\CT�ROTE ON$PTEM ORDINANCES. 230 ft -67.5 -67.5 -67.5 -66.8 -66.1 -6 . --65`c. ;-�'/!1` 230 ft -123.7 -123.7 -123.7 -120.3 -117.4 -115.0 -113.0 -111.1 -109.5 7.NO CERTIFICATION'IS�F ERD, RST E INTEGRITY OF THE HOST STRUCTURE. +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63. 8-�G2.2 +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63.5 +62.8 +62.2 8.EXCEPT AS EXPRESSLY PP OV Ip R IN,NO ADDITIONAL CERTIFICATIONS OR -68.0 -68.0 -68.0 -67.3 -66.6 -66.0 -65.5 -65.0 -64.6 -124.7 -124.7 -124.7 -121.2 -118.3 -115.9 -113.8 -112.0 -110.3 AFFIRMATIONS ARE INTENDED. 240 h +68.0 +68.0 +68.0 +66.7 +65.6 +64.7 +63.9 +63.2 +62.6 240 ft +68.0 +68.0 +68.0 +66.7 +65.6 +64.7 +63.9 +63.2 +62.6 a=SO%OF LEAST HORIZONTAL DIMENSION OR 40%OF 4RE PEAK ROOF -68.5 -68.5 -68.5 -67.8 -67.0 -66.4 -65.9 -65.5 -65.1 -12S.S -125.5 -125.5 -122.0 -119.2 -116.7 -114.6 -112.8 -111.1 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEHEIGHT 250 ft +68.5 +68.5 +68.5 +67.2 +66.1 +65.2 +64.4 +63.7 +63.1 250 ft +68.5 +68.5 +68.5 +67.2 +66.1 +65.2 +64.4 +63.7 +63.1 DIMENSION OR 3Ff(lm).USE ZONE 5 IF AT ALL IN QUESMEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IFROOF -68.9 -68.9 -68.9 -68.2 -67.5 -66.9 -66.4 -65.9 -65.5 -126.4 -126.4 -126.4 -122.9 -120.0 -117.5 -115.4 -113.5 -111.9 VE HEIGHT 260 ft +68.9 +68.9 +68.9 +67.6 +66.5 +65.6 +64.8 +64.1 +63.5 260 ft +68.9 +68.9 +65.9 +67.6 +66.5 +65.6 +64.8 +64.1 +63.5 µ µ OF69.4 -69.4 -69.4 -68.7 -67.9 -67.3 -66.8 -66.3 -65.9 -127.2 -127.2 -127.2 -123.7 -120.8 -118.3 -116.2 -114.3 -112.6 IIHT270ft +69.4 +69.4 +69.4 +68.1 +67.0 +66.1 +65.3 +64.5 +63.9 270ft +69.4 +69.4 +69.4 +68.1 +67.0 +66.1 +65.3 +64.5 +63.9280 h '698 -698 -698 -691 -684 -678 -67.2 -66.8 -664 280 ft -128.0 -128.0 -128.0 -124.5 -121.5 -119.0 -116.9 -115.0 -113.35 5+69.8 +69.8 +69.8 +68.5 +67.4 +66.5 +65.7 +65.0 +64.3 +69.8 +69.8 +69.8 +68.5 +67.4 +66.5 +65.7 +65.0 +64.3-70.3 -70.3 -70.3 -69.5 -68.8 -68.2 -67.6 -67.2 -66.8 -128.8 -128.8 -128.8 -125.2 -122.3 -119.8 -117.6 -115.7 -114.0 ELEVATT N 290h +70.3 +70.3 +70.3 +68.9 +67.8 +66.9 +66.1 +65.4 +64.7 290ft +70.3 +70.3 +70.3 +68.9 +67.8 +66.9 +66.1 +65.4 +64.7 WALL ZONE FIGURES � I MET IC In o REMARKS DRWN CHKD DATE o z INITISSUE GSS TSB 03/05/12 5TH ED. FLORIDA BUILDING CODE ENGINEERING o m� m I REV-ADJUSTED HEIGHTS GSS TSB 04/09!12 (20101 EXPRESR@ K' A, I''� Tat REV 2014 FBC DGM TSB 06/10/15 ` J o I- (7 I 1� V - - - CORPORATE OFFICE: + A /V/,1 _ ASCE 7-10, CHAPTER 30 z I ,Dm z m 160 SW 12th AVENUE, SUITE 106 �" z F . m DESIGN LOADS FOR COMPONENTS &CLADDING DEERFIELD BEACH, FL 33442 0.� - z Z MASTER PLAN SHEET (n I G7 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660.F:(954)354-0443 z p j p 4 AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OFAUTH#9885 m O 0 4 a WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, E:HELLO@ENGINEERINGEXPRESS.COM z PERMITTED AND INVALIDATDITIONS,OR OTHER EOUR CERTIFICATION.NGS TO THIS ENT ARE NOT ASCE 7- 10 .1 m aENGINEERINGEXPRESS.COM Florida Building Code Online Page 1 of 2 KORIDA,D11PARTMENT OF Professional Regulation ra �oiicj Depatifril'fltd BCIS Home I Log In User Registration Hot Topics Submit Surcharge ? Stats&Facts Publications ( FBC Staff ; BCIS Site Map Links Search BusinesO-NUSER: Product Approval Professi I Public User Regulation Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail FL# FL17080-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer M Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.TiIIit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A. Pomerantz,P.E. ® Validation Checklist-Hardcopy Received Certificate of Independence FL17080 RI COI FOLDING SHUTTER CORP CERT.IND.15- 0310.01 DRWG.15-014.Ddf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r 1 Z... 7/1/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/13/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #13-080) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R1 II FOLDING SHUTTER CORP. DRWG.15- Approved for use outside HVHZ:Yes 014.Ddf Impact Resistant:Yes Verified By: Walter A.Tillit Jr.,P.E. PE-44167 Design Pressure: +160/-160 Created by Independent Third Party:Yes Other: Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design load.See 1`1_17080 R1 AE FOLDING SHUTTER CORP Pro.Eva.15- page 13 for additional spans and loads 0310.01 DRWG.15-014.odf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email 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 mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: se n Aumucr https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r1 Z... 7/1/2015 GENERAL NOTES• 1.TITAN If FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) RAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: 0=0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(EMM AND OUT OF THEM(HHVHZ). - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY.OR 1/4'0 CRETE-FLOC,AS YANUFACRI(ED BY ITW/BUILDOX, INC/ ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,OR f 14 NDS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(FMR)& 1809(NHVIR)OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A.DIRECTIONALIfY FACTOR N4g9; Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM A.S.D.DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER To vow TFE ABOVE XX3 arat UUONIE DFSING wND LOADS DETERMRBD PER ASCE 7-10.SHALL BE FEST C-1)MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CREM-FLEX OR#14 NOS WOOD SCREWS OR REDUCED TO ASA DESIGN WING LOADS 171 MULTIPLYING;THEM BY O.8 IN ORDER TO COMPARE THESE w/INR•(ASLO.) 1/4'0 NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR Cl 7HRU C4 AND C6 THRU CB DESIGN PFM3SURE RATINGS INDICATED ON SHEET I& CONNECTION TYPE,AND 2'FOR CS,OR AS INDICATED,ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED PENETRATION INTO WALL FINISH SCOW.BE CONSIDERED AS PMP OF THE REQUIRED THREADED PD&IRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS.P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS MI USED IN THEIR ANALYSIS.A DURATION FACTOR CD- 1.60 WAS USED FOR VERIFICATION C.2) MINIMUM EDGE DISTANCE OF.1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR fl NOS WOOD SCREWS OR 1/4.0 NDS OF FASTENERS IN WOW. LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE WAS BEEN VERIFIED IN ACCORDANCE WITH C.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626& 1809.12 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING,INC. WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H,ET.L),HURRICANE TESTING LABORATORY(H.T.L) &AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE G7 ABOVE TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS,PERFORMED AS PER SECTION 1616& 1604 OF THE FLORIDA BUILDING CODE (D) TO EXISTING SLEET.STRUCTURE MIN. 12 GAGE, FY-33 KSI(MIN.)MATERIA_ 2. STAINLESS STALL SHEET METAL SCREWS USED AT SLATS QI &®SHALL BE f 10 x 3', 410-HT MINIMUM SERIES W/ 173.6$.1 YIELD -1/4'0 ITW BUILUEX TEK SCREWS.W/FULL THREAD PENETRATION. STRENGTH& 187.4 ksi TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING.AS MANUFACTURED BY WHITFORD Co,BOX 507.WEST CHESTER PA 19381. NOTES., 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMIFIUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MINIMUM YIELD STRENGTH 0.1) MINIMUM EDGE DISTANCE OF ITW BUILDER TIX SCREW 1'. FOR 6083-T6 ALLOY AT SLATS SHALL BE FY-25.9 Iasi. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 Ia:l YIELD STRENGTH AND 90 Vsi TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBGN STEEL ITW/BUILDIX TEK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 8.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR 5. BOLTS TO BE ASTM A-307 GALVANIZED STIM,OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) - 9.EACH UNIT MUST BEM PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER TENANT.OR OTHERS. MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL (A) TD EXISTING POURED CONCRETE: Loom 10,PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUIDEX,INC.TO MIN.fe-3192 psi. WITH SECTION 1710.8.3 OF THE FLORIDA BUILDING CODE ONE LABEL.SHALL BE PLACED FOR EMERY OPENING. - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED I3Y ALL POINT SOLID SET ANCHORS TO MIN.frn3IXX1 psi. LABELING TO COMPLY WITH SEC11ON 1710.82 OF THE FLORIDA BUILDING CODE - 1/4'0 CRETE-FLEX AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.f-0350 psi. 11, FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY NOTES, BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A1) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12. (A) THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE.SRE CONDITIONS DEVIATE FROM THE P.E.D. A.2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/8) INTO THE POURED CONCRETE (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALAIION INCLUDING 11FE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 SS SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE DOSTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD IF MODIFIED. QLLGANCHORS HALL 0�TO REACH MAIN'STRUCTURE BEHIND SUCH PANELS.ESLLE� ICATEDONQAALAB (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TO EXISTING CONCRETE BLOCK WALL:ASTM C-90. USE OF THE P.E.D. ENGINEER OF RECORD,ACING AS DELEGATED ENGINEER TO THE P-ED.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDEX,INC. - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. (E) THIS P.E.D.SHALL BEM THE DATE AND ORIGINAL SEAL.AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0 CRETE-FLFJC,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED R. NOTES, THIS DRAWING SHALL ONLY BE USED TO OBTAIN B.1) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. PERMITS IN THE SPATE OF FLORIDA MINIMUM EDGE DISTANCE(ED.)SHALL 13E AS PER SHEET 13. ``VV`VL�L�{ILA LL �AAAAA//' B2) 3/4'SOLID SET ANCHORS SHALL BEENTIRELY EMBET)OED (7/81 INTO THE CONCRETE BLOCK UNIT. NO ��� �( �i FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS SCREWS USED SH LL BE 1 1/2'LONG ®2015 TXTECO DTC. n A MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. \-\CENSSC-••.�o OPAWR e TITAN II FOLDING IMPACT PROTECTIVE SYSTEM G/LL01 B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, 03/10/15 ' ANCHORS SHALL BE LONG ENOUGH TO REACH THE AWN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE � = IL E G�O Iltc. FOLDING SHUTTER CORP. DATE SHALL BE AS INDICATED ON NOTES 8.1 &B.2 ABOVE •p:.�'/ A � TILLrr TESMNG&ENGINEERING COMPANY 70MHMETREErPLACE xr.x S.sI.am,wlaw rumus,n.slm WEST PALM BEACK FL 33413 15-014 ••�' Pm,(xRXm-t9o.Fo., R1:1-191 ISDO-613-6371 aoLcamXms)sl tmewomDRAWING Na ''row •• RIOT �..� ES-DO06719 ''rA/YYAAA •tV 1E WWLOW01 Uel!KIV mwe ,• sR¢r 1 of 13 A000• 8I3• 2g1/- AE6V• AEBI' 2 zs6E• Qyb ,g1E- Lin" 3 ^� .a6z• � zm• 6063-T6 ALLOY ® 5UT A7NDOW Q L—END © FLATEND .6eE�a' (TO B£USED FOR ALL 1NSTALLAn 6063-76 ALLOY 6063-T5 ALLOY 6063-T5 ALLOY _ _ �r © 1'+Al EWOR CENT r liP�r'CE NAY INCLUDE PERFORATIO (TO BE USED ONLY FOR INSTALLATIONS RIDR C NT RPll'i 6063-T6 ALLOY 30 FEET OR HIGHER ABOVE GRADE MEASURED AT BOTTOM OF OPENING - 606J-76 ALLOY SEE COMPONENTS 20,21 &22 ON SHEET 3.) 10EY .6lI• 7)r 2,3Y 2698- rsw• z7a• urs• .ser 265Y q g• feet .ul, ./m' • p g ITE• ry.110- _ - •� � M 6 •062• = �./ g ./ p id •�. q n .041- b50- r eer 'O9't- - B .asr• _zrn' Ant 2.E7.r LTr © -WALL HEADER © �nM���f �7BD'O' 8 CEILING FIEADER BOTTOM SILL TRACK BOTTOM TRACK ADAPTER 6063-T5 ALLOY SILL1HEAD llLaYCK 60&3-T5 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY i sEo• h zeeE L2 tee" COMPONENT a b ti t2 Lae . .c•. .ao _ Q 2' 5'MAX. 0.125" 0.125" N � • S .mr N is 2- A'MAX. 0.25' 0.25' - 0 1' 2'MAX. 0.062' 0.062- 1 «6 ® RAIN HODD RAN GUARD � AL/M1N/ ! ANGLES 6063-T5 ALLOYALT. BOTTOM TRACK ADAPEQCOTTOM � 6063-76 ALLOY -T6 ALLOY 6063-T6 ALLOY /b• COMPONENTS 0 3mctaa6�I„�/a' _ FLORIDA BUILDING CODE(High k Non High Velocity Hurricane Zone) I •� `�."..,.•••"'••., ✓,p��� ®To1sTLTEC0INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM ii 13/8"0-16 ACETAL 1 Zm6 = IL ECO�x,. FOLDING SHUTTER CORP. THUMBSCREHTS LOCKING TUBES7089 PLACE 0 / p- AT CENTERPIECE 1 ® CORNER POST A/� : nl1JT 1ES11N0 k ENGINEERRIO COMPANY P TR71 Y QG *' we raa st,s. ..ou wwrs,n.s,f ee 15-014 Plnw:(J0)0,1-IE]0.f:(.1o6jPl1-IE11 PH: &rq-8 S-8371 6063-T6 ALLOY s063-T6 ALLOY P �`�• `"°°EB-OOD'jtglmm _ e MIN 26 1/2'LONG ��:� ,� Ayr,, FLORRMAALIER ti%44167E ww a sruxr z ov t3 ILlrnaulglia� ILI I , ISNaan— ' (J)ROWS OF ' vasa u I ro ' 114'0 NO=JAL i rour,v ®m 1 I PACED Jam'Ap'" I �____ ___; I Z-CLIP EACH SIDE . TABLE 1. SOURCES FOR & 1 I 0000 I REECCTIONS I ; I of 40400040(SEE taste 1) OPnoRs SUIS 0000 i 5103 ' ; °O ; TYP.GL PRXaEFTTEi SiANCIARD 54WPNA7C'177YE ' arLE I 000 u LLC.MROCON mai tEJRP 1x71 RE3N r I OHO I O 41-111 VIEWING SPECIFIC GRAVITY ASTM 0792 0.043 Ib�n 0.043 1b/1W/in0000L— ___j N7NOOW MECHMICAL I TENSILE)TELD STRENGTH ASTM D63B 9.400 PaJ. 9,500 P.aJ. FLEXURAL STRENGTH AT YIELD ASTM D780 12-IMP.aJ. 13,400 p.ai . . FLEXURAL MOD ULUS ASTM 0790340.000 p.1 315000 P•aJ. 2 3 i i 1 LIa1X [N SNAP-IN ENO INPA41: O .000 h CUP TOP/BOTTOM NOTCHED Q00 ASTM 0256 18 FFlefn 17 FT-m/In CS I TMAY. ; 3 I ' _ OF WINDOW � (SEE TABLE 2) E,RF RLNaN1 auP SMOKE DENSITY�. ASTM 02843 47Z S 64.5 S MAX RATE OF BURNING ASIY D635 C-1 CLASS C-1 CLASS 1 I 1 A SELF IGNITION ASTM 01929 1040'F 960'F SLAr WINDOW SLAT WINDOW 0.080•TN/CK WFATHERIN4 ASTM 6155 POLYCARBONATEVIEWING TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 Py- 8840 P9i Wi y I I WINDOW(SEE TABLE 1) TENSILE STRESS BEFORE WEATHERING ASR/638 8461 p.aJ. 6880 P•ai 1.000' i y�j i d(Q�(2)WINDOWS MAY BE IN ONE SLAT SPACED ,MAX ' :f WW A Mn%UUM OF 24-APART 14I1H 12-MIN.FROM N i ; N i i ENDS OF SLAT TOP A•BOTTOM m ' TABLE 2: SOURCES FOR -( SLAT MUST EVER INSTALL®ADJACENT r TO TE'RPtECES 64 OR(f NOR AT CORNERS OF PRODUCT. STANDARD MASTER MIX COMPANY i 7111C.µPROPERTIES BLACK NYLON PART 00 I r--- -- ® ,SLAT 117NDOW DETAIL /2051W19 p0 I I (ELLVATION) - 0 ' 000 ' ' 20 EPaFl� SLATS OO SLATS Sp Ea cRANfI' as7M 0762 0.042 Ibr KNLXWZ- � 0�0 ; !LN i ' VlEN7NG M=":H-`a(rrpcs_ h ) ' 0�Q 0 'I nom) i 7 WINDOW TENSILE YIELD SMENGTH ASTM D63110P-L FLEXURAL STRENGTH AT'"EM ASM D750 15.900 p.aL FLEXURAL MODULUS ASIIF 0790 450.000 pal 01/4'/HOLES 00 Im FA SPACED I L_______J , WI •T�•'�'�T ' u-Nuauroulrt ' 1fI1 NO'IRIm FT-Ib/In ASTM 0256 0.6 -Ib/tl ' rouraonaM I IN BOTH 1 rour9ona IIlEBNEL. i ®aE i DIREC71ONS. i m0e aPm yN,a- COEFFICIENTOF THERMAL EXPANSION ASTM D696 5.5 a 10 in/ID-'F I I ; Z-CLIP SNAP- END CLIP MELTIINGG ASUrr TEMPERATURE AS u 3416 21 IN -F NO TO £USED AS AN OP17ON FOR ALL IAISTALURONS ® SLAT W NDOW ELEVATION UNDETI URGE M155.ANY INCLUDE PERFORATIONS AS PER THSDETAJL TYPICAL 1A SLAT WINDOW DETAILS Max. (Z) (MA EV W LBE LN ONE SLAT SPACED WZ 0 VIEWING WINDOW & 21 2 CLIPS MIN. 24'APART(MAK EVERY 10 SIAISj TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT). 1 SLAT WINDOW ELEVATION (LARGE MISSILE IMPACTS 151 //iT FLORIDA BUILDING CODE (High x Non High Velocity Hurricane Zone) ,,.,.•I. ®2015 mr¢a IND. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRA"By; P:'�pENS� ' ABL /M FOLDING SHUTTER CORP. 07/10/,6 Z GATE a =�`• ATeF Qf :�CS ana A"r°."ae,a(o]-aam7,9)aa12_.:IWtam17 a n PLACE STING ENGINEERING COMPNY �p BOOL F33 413 15-014 ,600-613-87n.vh:AqSlaM .fdBq�uLl�acaR Oasrnna No A�•, ED-0006719 WALTER A.TlllJf Jr.P.E. FLORIDA Ua/44167 mny,a am SHEET J OF 13 ®+ � 2 orO3 W/ O3 ,16 , 1� GR 19 4 oR 5 8 (2) . W in d z USE (2) AT 30- 1 cj o ♦ NOTES ON®$ LOCKING TUBES®AT®&QS_ rn o O.C. FOR SPANS 20 ' J UP TO 99- 1.TWO(2) ®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED m w USE(3) AT 30"O.C. AT 30"'O.C. FOR SPANS UP TO 99'_ USE COM 0'HREE(3) MAY OR LARGER FOR LARGER SPANS SPACED AT 30' O.C. AT MIOSPAN. P NENTBE fViJ '� THAN 99'UP TO i44' INSTALIEO INTERIOR OR EXTERIOR SCREWED TO TAPPED ENiERPIECES 4QOR SQ. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. w z 2. (2) LOCKING TUBES SHA ALWAYS BE USED TOP &BOTTOM AT a oLn .t PRODUCTS CENTERPIECES 4 OR�AT ALL INSTALLATIONS. LOCKING TUBES ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET S. OR 18 (2 1 t 1 SEE LIMITATIONS FOR®ON SHEET 2 1 1 IIS.,END CONNECTION DETAILS ON SHEET 9 TYP. FULL HEIGHT,FOR 6 , O, O+ 13 ,O+ 1 6 ,®+ 1� , CONCRETE. CONCNC RETE BLOCK OR WOOD INSTALLATIONS. O O O O © , � O 9 + 10 9 + 10 + 1 � + 11 NLIMITED WID TYPICAL ELEVATION 46 N. T. S. $ NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 7S ON SHEET 7. SEE SECTIONS IW& 2W ON SHEET 10. SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. `` TIL SEE SECTIONS 7AW, 7BW, SW & 14W ON SHEET 12. � FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zane) ®wts nuEm wc. TITAN It FOLDING IMPACT PROTECTIVE SYSTEM °APAG - Q167 03/m/u FOLDING SHUTTER CORP. DATE �TILLIT 0 ENGINEERING COMPANY , Pw,iis 15-014 DRAW 04 a:t�.a.Lmslert-tan N: e�3-asn .-nw®m .arn ...IdStwllma.m,n IR6 N. WALTER PZ A DUff Jr. F10RIDA J, /44167 �,~ -- v SHEET 4 OF 13 POURED CONCRETE a. CONCRETE BLOCK WALL REQUIRED. 0ON OPTIONAL RAIN HOOD POURED CONCRETE DUSTING NON STRUCTURAL WALL (SEE SHEET 0.060•THICK S.^.a (NDN-OPMNSL RAN HOOD (NON-STRUCTURAL) - REQUIRED. % TRIM(OECORAINE HEAD) (SEE SHEET 1J) ROLLER HOUSING (NON-STRUCTURAL) B 1.000 12.500•MIK u / R NOK E0. CONNECIM C2 RAIN HOOD 0.855.0 ) (SEE SHEET 13) . (NON-STRUCTURAL) jX10.3•ss.&M.S.w/ o S 0.777•LONG NYLON 3/16'ALUM. 3/16•ALUM.POP RIVETS. I 1 BUSHING W/A 6.150• CONE. POP RIVETS. O 18.O.C. I .I LONG TOP SECTION 0300• a.030, BOTTOM .0270• O 18.D.C. I (2.04•MAIL) O.D.AND 0245•Ld.AND 23 0.2 'LONG SECTION 0.320.OD.AND WEMIK SEPARATION THRPADTTXde"/ OW/,W.= /4.0/RW BULLDIX TEC1NR6lD4Y 0245•LA. STRIPPING EA POURED CONCRETE TO GLASS OR i/{•0 ERGO (TYP.) SIDE(IMP.) OR CONCRETE BLOCK (SEE SCHEDULE j CONSTRUCTION PRODUCTS I L/{•0.1•lEK ! Or a� WALL REQUIRED. ON SMET:T 13) 1 or � � W/1 J/4• I SCREW OR 1/40-20•:1• J/16•ALUM. t u i MIN.ENBEDNENT O e D.C. S.S.NS WITH NUT aR POP R1YE15. T/ a I WASHER O e O.C. O 18.O.C. 1 of POURED CONCRETE I � I ®t OR CONCRETE d BLOCK MIN.SEPARATION WALL REQUIRED. TO CLASS T or / or (SEE SCHEDULE t ®t ON SHEET 13) MIK SEPA RATIOTo GLASSPOUREDN OR CONCRETE BLOCK / I (SEE TAffDUIE WALL REQUIRED. j ON SHEET 13) or OOIr1EmmoN C2 W ".j• TEK (SEE SHEET 13) r I 1/SCREW OR 11ZO•.1• ®t i 6 I SS MS WITH NUT& 9 I WAS O 4••O.C- /(0.3•S.S.SM.S.W/1/2-0 1/4'O TI1Y B13tDIX CONNECTION 1•l NYLON BU51ONG5 / (EYP- TROY).NO 3/4• OR 1/C I FllIO (SEE SLEET 13) La++G(TYP.TOP).EXCEPT AT WALL FACE MOUNTING INSTALLATION INSTALLATION CONSTRUCT.PRo0L1C15 I ,3 ROLLER FiOIhTNC(TYPJ SECTION L MIL EMBEDMENT 6'30 C. WALL FACE MOUNTING INSTALLATION OF0OOR SECTION 1 n 'AaNGAN= j 9'AONO GROUTED BLOCK REQUIRED 1.000 YUL 2,500 MIK (WN.r.-2 Iml GROUT)OR E.D- POURED CONCRETE EXISTING NON STRUCTURAL / WALL TRIM(DECOROW SILL) O 6 AHCHQR SPACING STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL FOR-U6 MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETESECTION 3 _ u� MAX.A.S.D.DESIGN PRESSURE RATING = +65.0, -g0.0 PSF & CONCRETE BLOCK ,\\�'' (Ni / FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) SCALE N.T.S. \C ENS•,:���' ®gals 76TEDD INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEMDRAWN BY: F NOTE FOR COMBINATION OF SECTIONS * E.D. - EDGE DISTANCE S FSI SII( R CORP. IL ECO���. ITE T- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEEP 13) 7tt�IEl15f�T:f PLACE IN ANY WAY TO SUIT ANY INSTALLATION. ,,, _ = rw.Tt TESTING a ENGINEERING COMPANY •O�/S 'I k'17r am xf.sae.s.va Jol Manu vRa�NS n a],66 WEST PAW IE/CH,FL 33413 15-014 peu.:lsmlan-,m.Te.:(.1m)m,-,a3, PN:law- -amt t SEE LBARA710N5 FOR ON SHEET EB-OMS 1810 � _ �A�A� e WALTER/\11LL1T Jt-P.E. • 4!!!!!LY.Bi "'ILEI i- /H767 m- 6 SKEET 5 Of 13 `Al \ 1111111111 .' . 1/4"0 x 3/4'TOG SCREW OR 1%4•a 3/4' BOLTS W/NUTS&WASHER O 6.O.C. 0.060'THICK NG POURED CONCRETE OR ROl i rn HOUSING YIN,SEPARATION 1 "IN.SEPARATION CONCRETE BLOTO GLIkss TO GLASS CK� r""—(SEE SCHEDULE (SEE SCHEDULE— OPTIONAL RAIN HOOD CONNECTION C4 82 (NON-STRUCTURAL) 1 0n SHEET 13) _ 1 or 4 H ON sITEET 13) T t 1S _ /10x3•S.S.S.N.S.W/1/2'0 ALTERNATE 3/16•ALUM.(SEE SHEET 13) ®t Y ALP RNIETS J/I6' ® v� 3/4'IDNo NYLON BUSHINGS Pop�S O 5'D.C. AT REAR 0 5'D.C.0 G 1 . TO G (TYP TOP)AND 1'LONG(TYP• AT REAR R BOTTOM),EXCEPT AT ROLLER 1 HOUSING(TYP.)(2)NYLON 1 . ROLUCVn;S F. Dom'•(wTYP fl1 s 1 In•ED s N •S % 1 3/16" i "WM.POP RINVIS Q10 oCBOH SIDESµ D 1 o• BOTH SIMLj LEG&ANCH 3/16'ALUM.POPD. , G. +10 a 7'SS S.YS W/ ORIENTATION 8 RNE S O IB'O.C. 0.373'LONG NYLON .0.163' BUSHNG W/A 0.150' I - YIN.3/4'PLYWOOD LONG TOP SECTION Q500' MIN.SEPARATGLASSION 0.270'x0.030'" MIN.3/4•PLYWOOD 1/2'YIR REODU7E7J ULTITHER O.D.AND 0.245'Ia:ANDA SEE SCHEDULE STRIPPING 1/4'•TN•CONS OR REQIRTZED . 0223'LONC BOLTON Inc ry "1 $o 5•RSpp pA 1 or SECTION 0320'O.D_AND ON SHEET 17) - SIDE CRETE-Fl.DI 1/4'1TIRU BOLT W/ 0.245'i.d. ') t N ANCHORS WASHER&NUT O 10'OZ. (Typ,) , V u EACro o ONS ODE 1/4' R& BOLT W/ 1/4.0 TAPCONS OR LI WASHER&NUi O 5'D.C. I POURED CONCRETE OR CRETE------ ANCHORS V O.G CONCRETE BLOCK WALL 1 1 or REWIRED 2•x4.OR 2'x5511/6' POURED CONCRETE OR 5'x3•xl/8'6063-T6 CONT. ALTERNATE 3/16'ALUM. 6063-T6 CONT.ALUM. CONCRETE BLOCK WALL ALUM.ANGLE OR BENT PLATE POP RIVETS O 5'O.G ®t ANGLE REWIRED AT jR STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING 1i SECTION 5 INSTALLATION SECTION 6 MAX.A.S.O. DESIGN PRESSURE RATING- +66.0. -66.0 PSF ,j MAX.A.S.D. DESIGN PRESSURE RATING= +66.0, X66.0 PSF W I n g •i L— � 3/16'ALUM.POP RIVETS O 1 NW.SEPARATION 10'O.G BOTH SCES � TO GLASS (SEE SCHEDULE ON SHEET 13) a 1 1 ALTERNATE LEG T or 3 w COtl�'IfON G7 ORIENTA�TIOON ®t 3 (SEE SHEET 13) ALTERNATE LEG &ANCHOR ORIENTATION •W //.� /.�i i� 1/4'0 x 3/4'TENS SCREW W/ POURED CONCRETE OR 5/e'WASHER OR 1/4•x 3/4• s CONCRETE BLOCK WALL BOLTS W/NUTS&5/e'WASHER O REQUIRED 4'O.r 8 �S BUILD—OUT FACE MOUNTING INSTALLATION CONFECTION!C4 3 SECTION 4 (SEE SHEET 13) o E0. EQ. 1/4.0 x 3/4•T06 SCREW OR 1/4'x 3/4'BOLTS W/NUTS POUREDCONCRE!CONCRETE OR &5/B•WASHER O 6'O.C. INSTALLATIONS DETAILS INTO CONCRETE B`REQUIRED & CONCRETE BLOCK BUILD—OUT FACE MOUNTING INSTALLATION SCALE : N.T.S. v11 ION 4ABOTTOM FLORIDA BUILDING CODE (Kgh & Non Kgh Velocity Hurricane Zone) ""•••, ✓i� 02015 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ml"LW. NOTE FOR COMBINATION OF SECTIONS, * ED. - EDGE DISTANCE may,; �,�G ENSF''•.� A.G./W.L. T- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) FU X111 rTTCp CORP. aT/to/Is IN ANY WAY TO SUR ANY INSTALLATION. - �i IL E C O INC. FOLDING SHUTTER CORP y DATE TIT:a J�� TiLLIT TE No&ENGINEERING COMPANY �PHEMSTREET X13 T SEE LIMITATIONS FOR ON SHEL7 2 �O•• / S({S!k o N~ ¢ n 91� 15-014 Aae..(7f61ALemO doompT-t3T1 ^iLiOD-6{3-6171 OMWMf Mo EB--0006718 r i A WALTER A.Ile Jr.P.E. ^^� RDRIGA Lia A 44167 WM. K SHEET 6 OF 13 iC V��1N((TNIN1{\N YIN.ED. ^ POURED ODNCREIE CONNECTION CS REQUIRED (SEE SHEET 13) ' 0.060-THICK S.S. ROLLER HOUSING RAIN HOOD (NON-STRUCTURAL) (2)NYLON I.- S.SY.S W/1/210 ROLLERS 0.655.0(RTP.) X3/4-LING NYLON BUSHINGS J (TyP.TOP)AND 1-LGNG(Typ. I B BOTTON),EXCEPT AT ROLLER HOUSING(7YP.) 010 X 3'S.S.S-MS.W/ 0.373•LONG NYLON I 3/16'ALUM. BUSHING W/A 0.150' POP R(YE15, I LANG To"BECTON 0.500' O 18'0.0 O.D.AND 0.245'L,d-AND .4,270.4,030' '0.273'IANC B01TON UCONE,0.183 LTRAFAS WEATHER SECTION 0.320'BOTTOM STRIPPING Ek SIDE(TYPJ 0.245''d. or®t MIN.SEPARATION T Or B TO CLASS T 1 w (SEE SCHEDULE In yIN�C15 ON ' ON SHEET 13) (SFE Sp1 MULE 1 Gr ON SHEEf 13) ®T I - ' MIN.SEPARATION 7a 1/4'0 X 1'TER SCREW OR - TO a kss K Bx 1/40-20'X1'S.S.LLS WITH (SEE SCHEDU1 or I (NON 11C1URA1) NUT&WASHER O 4'0.0 7 ON SHEET 13)LE ' I ®i A R ]/16-ALUM. POP OPR POP RIVETS C. ONAL RAIN CUARD S O 5.O. (NON-SIRUCTIRPI) AT FREAK. ALTERNATE LEG ALTERNATE 3/16'A11M- . ^3 9 Y WITHI n .n PoR o5"OR. ni 7 S 3/16'AM.POP RNETS ANg1QR OON4EILIIOFR n 9 0T 10'D.C.0 BOTH SIDES (SEE SHEET 13) 3/16-ALUM.POP RNETS ® �� EDF - - - O 10'D. BOTH SamE5 r GE OF . O• SLAB IF— POURED EDGE OF POURED REQUIRED TE APPLICABLE SLAB IF . (SEE � 13 .' APPLICABLE POURED CONCRETE POURED CONCRETE / REQUIRED. RECURRED CONNELTION C8 - •MIN.E.0. •MIN.ED. (SEE SHEEP 13) •MN.E0. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 70 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK 1 SCALE: KT.S. T `Sti /SAA FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS: * �� ��.••""• R/ i ®2013 TATEOD INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN ED. _ EDGE DISTANCE `�SiP:�,\�ENSF•'•:P s 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) 1�nn��11^� L�yy111�E�77-TFt{ CORP. /10/13 IN ANY WAY TO SUR ANY INSTALLATION. - = FQWIIN JElY11CR i\I L E C O�,,, 04TE T)C huTESTING&ENGINEERING COMPANY 70&9 ° T PIAS ff lJTAm ac AOR ss sd am rE6TW uaoa An 3tBm- 6 1115-0141 SEE LIMITATIONS WEST PAM BEACH.FIL 3313 -mask LlEeeaOodsam —.fditq hutt.— DRAWING Mo ��9'•, EB-0006718 WALTER A TTN Jr.PE. Xm 11 \ FLORIDA LLa/44167 nnW —.1 SHEET 7 OF 13 T((EIU/1H11\\\\`\ i I ' •POUPm CONfS31E oa�nm IaECEEE eO 9 InnuK IAL IEvuFE0mn (sEE�� e s9An 71bE PEA 509DJKE (�Ii0w6 DF'I/4•.TAPL'(RlS X X NLOlols CYR)w spamo I��a•a3/�_�� TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) lk AT as tOnmw9au. o 0 0__ 0 0 o ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS m sa+Tn1AE ---------- - TUBE MAXIMUM SPAN LENGTH EA END PER END OF TUBE 0 0 opSITE SPAN TUBE TUBE TUBE PRODUCT TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM �� I�mrl 1/4'Ioc/4 me SSW 1/r 7rP •x _rrwr,Yw .cwrrw 60' 106.0" 13 8 3 rmlinao Yl:t/a•.u]clx �� (s Mi-CNMLRQ �Is Awu AtcE>„ 2"x4".1/8" 96" 85.0' 17 10 saaa+u) ANKLE 144" 69.0' 13 8 4•w skT•we 80" 117.0" 17 10 J•a2•al/4•a 1E1W11f r SCHEDULE) -TAN1� pi �f 4I/r 2"%4"x1/4" 96' 110.0• 21 12 tl 11�.) 144" 91.0' 21 12 SW TUGS TYPICAL ELEVATH7N (TUBE AT TOP1 80' 109.0' 17 10 CD�u TUBE MOUNTING INSTAI!!THNI a.�. s 2-x5-xl/B" 96" 100.0' 21 12 SECIM#A X N.le%rs 144" 81.0' 17 10 SPAN IUff Em(rnJ 80' 124.0" 21 12 'Ir RP• 2"x6'xl/B" 96' 114.0" 121 1 12 Ef 144' 93,0' 21 12 n4 w J.J w s1a1<f/�•.tF10111 w Y.a•w J43'or * VALID SHU ALSO FOR T ABOVE HT TUBE EL W DOES NO ONLY WHEN THE SUNARON OF THE eoaJ-Te Nui A`ihE t tl at.•.1µ'.lANanE SHUTTERS FffIGFiT PHONE&BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN CsEE saKminl77 �1O 7e ALLY.ANGLE SHOWN ON TABLE 1. (SEE s[NEmxq .. Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE AT MIDHEIGHT) 1/4•r.J/r roc sCE7F o 0 o py TUBE MAXIMUM ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS o V 0L -- SIZE PRODUCT SPAN LENGTH EA END PER END OF TUBE SPAN •wrdw SDAM 7UOEL PER SOYmU1E -4F 3•#•.1/451 IP31G1H °°ss-'M Au°r Csm so9DBLA mu uxat 60' 76.0' 13 12 (sEE (s)I/4•a 3/4•m°qSamr {•Met.SIMQIC svAN 7uSE PEA SeHmee 2'X4"zt/B" 96' 60.0' 17 15 6000•Mm AT Y O.C.1Wx11� Y. PG19+m SEE SODUIk) AAxJ1oRs(1YP3 - 144' 48.0' 13 12 OR aKpulm M.6iEIE (9)I-OF 1/4Y TOCOfVI BLOCK WAIL ROQUIWO ANCIq(tJ C".)(SEI 50[OLAEJ TYPICAL ELEVATION (TUBE AT BOTTOM) 80' 87.0' 21 18 sAae 6 s SPAN TUBE MOUNTING INSTAL AT!ON 2"x4'xl/4" 96' 79.0' 21 18 (a)1/4•.3/4.7 SCN SE •w riY w 35a'al/4• SPAN Tum LFNcn 144" 65.0' 21 18 AT Y OL 1bx4110uWLT. IFwiN�_m Al N%SE OYPJ NO WID 80' 77.0" 17 15 (J)fa0>K 6 1/ar TAPcnrB ANC.O s 2"x5'x1/8' 96" 70.0' 2T 18 144" 57.0' -17 15 _ 80" 88-0. 21 18 Qt A,B, a 2"116•4/8' 96' 81.0' 21 18 Z Z 144' 66.0' 21 18 „ F' 0 0 o o INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE cow ��" /"�K -------------- OR GROUTED CONCRETE BLOCK WALL O O O _-O O O SCALE N.T.S. SPAN lllff PER Snaranr aOaJ-7a ALLx^ O 0 0 0 0 o sPAN 71mE sC�nuLE NAX.A.S.D.DESIGN PRESSURE RATING-±72.0ism 5-MIO PSF J�•Ln/a• �� N�E -w SS S FLORIDA BUILDING CODE(High &Non High Velocity Humcone Zone) Ot �� ��$�P'''�\CiENgF''•,'P�'s�, 020t TILTE00 wa TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DPAWN In. w/10/ 15FOLING SHUR CORP. BLOC,( LxNSEE DA>ELEO REAuwm J'L4•w]•.r w J•Q'al/4• -_ _ (s)Ve.J/4•TL%S S9EW Lacm B00-Ts A1111L ANGLE PWT TESTING h ENGINEERING COMPANY 7068 HEIISIREEF PLACE AT I•Qa LOKWRIOI%41Y. (Sm sm=1) TYPICAL ELEVATION "E AT MIDHEIGHT) s'Oa��� :'(�` a'$NE; )�51=16�1�'.`F1°'m'," pn Iv D1°r WEsr�;1u �33413 15-014 ����'• /tr •(0A -rmtt t➢ .. .m.J.Wkq AD - DRAWOIO N. SPAS TUBE MOUNTING INSTALLATION ' 0 ' �RI��.•'C���` EB- 719 SECTION Z t SEE LIMITATIONS FOR®ON SHFfT 2 WALTER A. ,Jr.P.E. ^� AME-".rs Al/ FLORIDA lin/44167 w/•4'n K SIEu s OF 13 NA � IL 1/4•I x 1 3/4' NIL EIL 7APCONS/CRE,E-FlEIf SHEET ANCHORS O 10'% �f /�"E7DSIInG GLASS EXISTING STRUCTURE IDR.E0. _ 5750'(1YP.) STRU�CTURREE (SFE SNEEf I3) EASIING 1 STRUCNRE Z * 1/4'A,x 13/4' 3/16'POP RNVS OR O°CENTERPIECE f7XT°L / \ ,/4'x 3/4'TERS O (IMP.) ANCH /:IE?.I FX ANOIORS O 18-D.C. 1 18.Oz 15 1 1 / /16'POPRIVE or ®� or IS or 3 1 1� 1 / %11'V-/4• or 1 t 6 , l TE6 o IV oc I WALL FACE 1 W8 END CONDITION1 90'0• 90'0. 2 mel 3 � � eo.Q so.o• \ 3/16'PDP RNETS OR / 18 4 SHAWN '/•'x'i4'1°s° \ v18•O.C. 5 (�"WE 1) —�` ZOR 11: EXTERIOR W®° o.a o rDSP ROR u TD 99 ao ul )uT Forn o moA U9 18 HORIZONTAL SECTION 20 ,o,.4•SPAN(IIWAO 1 SCREW 44!SPAN MAY WSTAUfD \ HORIZONTAL SECTION .. SCREW INAY 8E NSrALLED (LLlT•7S ) NOERIOR OR E(TERIOR) (LEVERS���� POP RA'EIS .. INTERIOR OR R]OEZIOR) DR 1/4 P R Vx2'xl/B•CONT. I TE3s O 16•O.C. II *u�Y VAR(AT IASY STAT�T TRAPPED WSTI1llA710N5 4 OR� -T61LL1D1•A"' 4 OR 5 / TAPmM/CRE E-FFLEX SHOWN 1�/(�.� SHOWj / t SEE LMTAMM FOR©ON SHEET 2 ANCHORS18'O.C.O. TD / p�RI,S�DRE 3 ANCHORS O 16.O.O.TO E7DSIING STRUCTURE EIDSnNG SMCIURE BUILD—OUT ,nYIL 0063-Tfi ALllN AN(iE FA END CONDITION 1/11V R1EIs EO. oR 1/4'k]/4'TFl6 a E70ST1lA STRIICRANE 1/4'END LOCK ANGLE x 3/4 er- w/ NuTS 12.B END LOCK ANGLE NUTO NOTE-1 HORIZONTAL SECTION _ HORIZONTAL SECTION . 2'x Y x 1/8•Im-TB ,/4'x 3/4-TIX GUM.AWIGUM BENT ANGLE SCREWS A.Aaf])la ONE ONE LOCKING TUBE, PART l SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR NEMFAPIECE o 6•ac. INTERIOR CENTERPIECE®OR(5), INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE ®. A SP©030 o.'o 1 Y RSPAN EDR U lb 9B' SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, SPAN x(3) s o w 0.357'x0.357"AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUB€ ®AND SECURED oa o NIDSP R UP INTO IT WITH A 0.120' o.d. HOLLOW PIN.. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363' DIAMETER WITH S�W'wY e� A 0.200' LONG BEVEL'TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM �R OR p°IaOR) 4 OR055 OF THE TIP A SQUARE, 0.475'.0.475'x0.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE �� 1 ALUMINUM LOCKING TUBE ® A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE SHOWN (I)PIECE, 1.375' LONG, WITH A 0.366'x0.366.0.630' LONG END SHALL,BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE•® THE TOP OF THE PIECE MUST INCLUDE A 0.684' (IF47i5 MIEMOR '1 a1 E7nFIMxH) DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. . ��' SOLID THERMOPLASTIC TIP INSTALLED AT lO8 SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER 18 (MAX) HORIZONTAL FLANGE OF TOP/BbT om TRACKS. (avTas�RaE 4 OR 50 SHOWN ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL HORIZONTAL SECTION ``\�?(4. `••Td '4 FLORIDA BUILDING CODE (High do Nan Hlgh Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE ` ' _ ®zD,S,LL,TSOIIC TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ` • No.44167 : CONCRETE BLOCK & WOOD (AS APPLICABLE) * IL E C 0,N,. FOLDING SHUTTER CORP. °"w;E16 TILLIT TESTING 11:ENGINEERING COMPANY 7m9,k]61REEr K'� WEST PAW�!W RL 3311315-014 JW RE:I60D-643-.Wl�ORAWING N. WALTER A*TITh Jr.P.E n.ORIGA Li.144167 av:w. I~ SHEET 9 OF 1] z•x 2•.1/6' ALIAM /ANGLE PER PER s g1:OUT _ DON 4,SM(>:T 6 A A (2)7/16•PDP RuETS 2-x 2' ucH IED of r x Y ALUM6IUM ANGLE ANGLE ANGLE IED WY FACE _ AWAY FRDM OPENING OR TOWARDS Q. OP�ING) WUIM3D Mwat= � f19 3F 19 � WILD-Ow MOW PER SECDON 4,SHEET 6 (2)7/16-POP RUSS, EACH LEG OF 2%r AME AT.7f3IEATE WNL EXTERIOR ELEVATION dA 5��"I�p T HEAD PLAN VIEW A—A MMUr FOR ONE OR BANGLES � �``` OF PRODUCT D11H (2)61/4 ..7/4 iI/• ®i OPTIONAL SIDE ANGLE )1i 1/ 0 x POP V' 1 1/2"x 1 1/2 1�6"x W-2' (FOR BECKON 4,SNEE7'8) RNES PER ANGLE TO NM.NM�6NW ANCIES toP Q TUBE 60TTOM OR M WALL(2 REQUIRED) (2)1/4-•TAP(AN/ CRETE-nER ANCHORS RL ANGLE TO SLAB Lp r ® 1/4.4:1 3/4• TAPOONS/CRETE-FLEX �� Y 6E FEAT ANCHORS O 18.O.0 " 00 END 7/16•POP TEms Qt OOSIING STRUCIIF£ .g� 5oA 01 x D.C. m's 3 3 1/2-MRL CORNER POST 4.: Alt CONCRETE ISOMETRIC SAB ai CM.AT TOP AND WITOM SAGS) - END REC6 MAY BE RAT _ T 9 AT END OR L END TRAPPED END CORNER POST CONDITION T END HORZONTAL SOCDON FLORIDA BUILDING CODE(High& Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE. 02015 mrEm Na TITAN II FOLDING IMPACT PROTECTIVE SYSTEM �L No.44167 FOLDING CONCRETE BLOCK & WOOD (AS APPLICABL.E) _ 03/10/15o/1s SHUTTER CORP. DATE TWT TESTING&ENGINEERNG COMPANY 7089 HEMSrF Ef RAC �O z 6119 NW.]fM A Sd 306.xFatml4 rAtmB4 R 91Nt WEST PNM DFACIL FL 77417 115-0114 0 r✓y/� (l Rwr.(3mJOrt-I51I.rm A T303)6T1-15]1 PN:1800� U13P�,• ��jC� 6 ®tODO.i .L— �'� DPANNG Na y WALTER A.�6.P.E. �•r xm rY.r 6trt FiORIW 1-71 lk. 44167 t WWe SHEET IH OF 13 (� \ y' WALL FINISH OPTIONAL RAIN HOOD (NON-STRUCTURAL) Fte WALL FINISH 0.060'THICK S.S. JlOxY S.S.SMS.W/1/2'0 x3/4' C2h ROLLER HOUSINO LANGNYLON BUSHINGS CtY TOP) AND 1'LONG Qyp.BOTTOM).EXCEPT AT ROLLER HOUSING(TVP.) • 0.060'THICK SS ROLLER HOUSING OPTIONAL RAIN HOOD (i)NYLON (NON-STRUCFURAU f ROLLERS N '!� 0.855'0(TVP.) I s rr4•CONT.W000 -HEADER REQ'0. i /10 x 3'SS SMS W/ 3/16'ALIJAL POP — 0.373•um—N COM RIVES,0 16'O.C. BUSHING W/A 0.150' 0.163SN.270' LONG TOP SECTION 0.500" .0.�' OD.MIO 0245'i.0.ANO ULTHAFAB ^ter• n 0223 LONG BOT70N Y�YHER 1 or SECTION 0.320'0.0.AND 1 0245.1 g (1YPG,)- 3/t 6'AllWPOP B OG 1 (TYP.) MIN.ms 2•x4-CONT.WOOD 117-•�ATO ON l I� GLASS (SEE SCHEb1AE ! or HEAoat '0. 1 T ULE or SHEET ON SHEET 13) ®t ON 13) ®tI 2'x4'CONT WOOD 1 I I PLATE REM, 1p1IL In WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) 1 CONNECTION C1 . WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD TILipArArr (� r� FLORIDA BUILDING CODE(High k Nan High Velocity Hurricane Zona) T SEE LIMITATIONS FOR ON SHEEP 2 P �CENS ®2079 71iEO0�` TITAN II FOLDING IMPACT PROTECTIVE SYSTEM N F NOTES: =_ NO FORCOMBINATION OFIONS z = 03/10/t5 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO = - ILL E C O,,, FOLDING SHUTTER CORP. DATE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNRNG SECTIONS CAN BE COMBINED _ c 7089 HEMMTIYT PLACE IN ANY WAY TO SUIT ANY INSTALLATION. C3 tr; TIUiT TESIINO a ENGINEERING COMPANY War PAW REAOL FL 33N3 A••, —•'4r� �'Ivi.filen-lac_ ti m1a"m Ptt 7600-&3-ant 15-014 EB--000671, 00067oom �.(olffiriy0xl4n ton ORAww6 No ' i �"'• WALTER A 11418 Jr.PE M.1 j�/ANA DATE L\\ DATE FLORIDA U./44167 WioN SIfftT 10 OT t3 1/470 x 3/4'TEXS SCREW OR 1/4'x 3/4' BOLTS W/N11I5&WASHER O 6"O.C. ((NM REDUIRFOmSTRUCTIIRAL ADEQBEAm UACY OF EXISTING WOOD BEAM TO BE CERTIFIED OR BY REI7i5TT77ED WALL FINISH 0.o60•THICK u t SEE UMITATIONS FOR®ON SHEEP 2 m paoDUcr IS711�A1 �� ' ROILLR HOUSING 2'x4'CONT, l:4 WOOD HEADER OP110NAL P.UN HOOD NOTE FOR COMBINATION OF SECTIONS: m'0. �• �• (NON-SIRUCIIFRV) `.) 1— MOUNTING SECTIONS CAN BE COMBINED CONNEMM O5 S }tors'S.S.S."W/t/2'm x3/4' IN ANY WAY TO SUIT ANY INSTALLATION. N4, - , LONG NYLDN,BUSHINGS(TyP.TOP) L,y D (TypG BOTTOM),EXCEPT AROOSIN (TIP.) rl OPTIONAL fLNNHODD (2)NnoN z_ R WOOD FRAME CONSTRUCTION: W000 MEMBERS TOMON- ROARSE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL a B I II �__ L I L J F I L I I I 8 3/16'ALUM. J10 x 3•S.S.S.M.S.W/0.373'LONG NYLON I i L.ALT _^ _ POP RNE75, BUSHING W A 0.150'LONG TOP SECTION 3/16'ALUM. ALTERNATE LEC O 18'O.C. / LOCATION COtFf. OJi00'O.D.AND 0.245'Ld AND 0223•LONG I PDP R1VET5, (SEE.001E•) 0.163'x0.270'.0.030' BOTTOM SEC1pN 0.320'O.D.AND 0245'L. O 18'O.C. ULTRAFAB WFATM (TIP.) WN.SEPARATION I I STRIPPING EX SIDE TO CUSS I f Or ®t (SEE SCHEDULE ') ON SHEET 13) I or®t MIN.SEPARATION h W MIN.SEPAPATIIN TO GLASS N TO GLASS (SEE SCHEDULE f or N _ ON SHEET 13 (ON SHEET 3) for®1 ) ®t I I or® t W ALTETINA7E 3/16'ALUIA ALTERNATE LEG OPTIONAL RAIN GUARD I POP 16YEf5 O 5'O.C. GTION (NON-STRUCTURAL) y ALTERNATE LEG POP NOTE•) I LOCATION I II LLTJJ II . (SEE NOTE•) I I�______�H II �--r1 F�T^ POP AR. O B'O.C. AT HEAR. gal 2'x4'CONT.1 _" II - 1 •a WOOD PLATE F` 1 _1____—r 1 ns '^.� .0 1 II n 9 �.`{.C:'s. 8fl READ. I i I I :I 3 TSS I o S 3/16'ALN.POP RIVETS o - 9 O 10,O.C.BOTH SIDES ( �= 3/16'ALUM.POP RIVETS O 10'O.C.BOTH SIDES O - S D 0. - 2'x6'NIN.W000 DECK REgJIRETF 2•x4'CONC 1/4.0 x 3/4.HOGS SCREW (NO FINISH ALLOWED) 1/4.0 x 3/4•IEXS SCREW WOOD PLATE ' 1 I OR 1/4•x 3/4•BOLTS W/NIRS W/5/8•WASHER OR REO'0. 1 &5/8'WASHER O 6.O.C. COIfFl110N C6 1'/4'x 3/4'BOLTS W/NUTS& ,:: commu:t10N C4 5/8'WASHER O 4'O.C. I - 2'WN.E.D. 2'MIN.ED. C3 WALL FINISH WALL FINISH BUILD—OUT FACE MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION SAW (BOTTOM) SECTION 7W FLORIDA BUILDING CODE (High&Non High Veloeity Hurricane Zone) NOTE -ALTERNATE LEG LocAnON AND ANCHORAGE TO WALL SHOWN DOTTED ` ®2015 rLTEI.O M DRAWN BY: v:'••\�\CENs `���� TTEAN II FOLDING IMPACT PROTECTIVE SYSTEM Ac, F 03/10/15 INSTALLATIONS DETAILS INTO WOOD "'jj -- _ IL ECo�N�. FOLDING SHUTTER CORP. DATE SCALE N.T.S. A��r�.',t•�•//•�.,'CUCA DP :'`S!"�-'.� TINT TESTING atk ENGINEERING COMPANY 7m. WEST qPLACE PALMR3 15-014 PG 1Wd -61:q. DRAWING No . ®-00067 J WALTER A. E. n EF1FLD441 OF 13 nuutlt ( uTOCLAM u Wk SFAM11oN (SFE SCHEDULE-- 8 ®1 TO CLAM Or °y ON SHEET 13) T (SEE SC HED ON SHEET 13) or ® 1� OPTIONAL RAIN GUARD •.. I (NON-STRUCNRAL) 1/4.0 x 1•TEN I e ALTERNATE 3/16•ALUM. a SCRfl7 OR 1/40-20'x1• - POP RIVETS O 5.O.C. Sr. MS IWTH NUT&I 7 AT REAR. WASHER O e O.C. nin 3/16•ALUM.POP RIVETS O 10.O.C.BOTN SIDES EDGE OF SLAD IF APPLICABLE EDGE OF SLAB ALIERHAE IEC&� R n aDlam.•TIDR1 07 IF APPLICABLE ANCHOR LAGmaT (SEE NOTE•) li — 2'xMIN.WOOD K - 2W R N.WOO . (NO FINISH ALLOWED) OON1402 N ce EDGE(IF SLAB IF -2'MIN.ED. APPLICABLE SAB IF APPLICABLE t SEE LIMITATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 713W (BOTTOM) I MW.ED. 1'MDL E0. NOTE FOR COMBINATON OF SEMIONC_ 2•x6•MIN.WOOD ' DECK REQUIRED 1- MOUNTING SECTIONS CAN BE COMBINED (NO FINISH ALLOWED) IN ANY WAY TO SUR ANY INSTALIATION. MIN.SEPARATION FLOOR MOUNTING INSTALLATION PLATECOE�"`'O. .(SEFscEDIXE NOTES,SECTION' 7AW (BOTTOM) ON STREET") 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO ,.. BE HAVE A MIN_SPECIFIC DENSITY OF 0.46 OR EQUAL �::;;4:' .wALL FINISH or®i (3)5/16.0 LAG 2' 2- SEE SECTIONS 8W& 14W FOR MAX. A.S.D. DESIGN scRE7rs w/2 t/2•MIN. WN ED� PRESSURE RATING &SPANS W 1•x 4'z 1/a' c� PENE7RAr10w AT NLTWIOnH .. (27 OF RAFIFR/FRUs45 � 6063-r6 CONT. ALUMINUM TUBE 1/4'x4•(6063-TES)FLIT DXSnNG ZK W000 q PLATE W/1/4'0.1'TEK TRUSSES OR RAFTER 2x4'MNL WOOD SCREWS O 6'O.C.IN AT 24'O.C.YAK STUDS O 16'D.C. NT , Bfox-v(TRUSSES OR1/8'x4'(6063-T6)F'lATPLATE W/1/4.0 x1'TFKSCREWS O 4'O.C.W (2) 1/4'0 TAPCON OR 1/4'0 CRETE-FLD! BETIIEQLTRUSSES ANCHORS 0R+14 NDS WOOD SCREWS OR 1/4.0EDGE(IF APPLICABLE) NOS LA0 SCREWS AT NIDWIDIN OF EL SND W/21/2'Min.THREADED PENETRATION WTO WOOD(2)NYLON 1/4'NNL PLYWOOD fIXhTWO SOFFIT SND 1/SEW OR 1/{20 x 3/4' ROLL17S 0SSBOLTSW/NUTS& O.8wo(TYP) —NNYLON BSHINGS(Typ.TOP)AND/1•LONG 1/4.0 x 3/4'TE% WASHER o 6'O.C. /f0 x 3'S5.S.MS.W/ B aCAP.)BOTTOM).DICEPT AT ROLLER HOUSINGSCREW O 6'O.C. 0.373•LONG NYLON MOUD STUDS MOUNTING INSTALLATION LONG w/AD150' INSTALLATIONS DETAILS (� LONG TOP SECTION 0.500' M' I SECTION 1.4•W (BOTTOM O.D.AND 0.245'Ld.AND 0.1 jLC. 0' 0727'IANC BOTTOM UK SEPARATION �°�.NO TO GLASS INTO WOOD MAX. A.S.D. DESIGN PRESSURE RATING- +60.0, -60.0 PSF SECTION 245 Ld.D (SE SCHEDULE STRIPPING F'1' or ®f �o \\\\\1�NII1(��T TTFAAh FLORIDA BUILDING CODE(High&Non High Velocity Hurricane Zone) SCALE : N.T.S. (TIP) oN snEET 13) sDE(Tw.) •........... d'y 02015 TRTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ` `�S�r'' \CENS�c'•9 FOLDING SHUTTER CORP. 03/10/ATE IL ECO�NH:. �� HEADER TO TRUSS MOUNTING INSTALLATION s At3lj�j '*= murr TESTING&ENGINEERING COMPMY 70®'ENS"EErPLACE �s-014 /5T lW R!]As H A]C;MSM Y OBR M1 31100 W6f PALM HEACKo_W FL 1 SECTION 8W (TOP) ATE OF ;���` �, ®I�t �IOT-r�I P1116008Q-0.Tf1 DRAWING Na �. ..ten -000671 MAX. A,S.D. DESIGN PRESSURE RATING +60.0, —60.0 PSF TIL LIT F P WALTER A.TIT Jr.P.E "'• m• �//,.0 q \•�' FLORIDA U./44167 RAMI >t SHEET 12 OF 13 '00 (I111111111111V` MAXIMUM WIND PRESSURE (p.s.f.) CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND .CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FF) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) SLATS SPANS SCHEDULE. FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE& CONCRETE BLOCK FOR SHORTER E.D. (2FOR A, 2 1/2' FOR B & 2 1/4" FOR C ANCHORS) w a W1p M Sun>PNrs 9 A ALLON, E CONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE PFASSL"M Pasrmc ,�, REACHON CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR CONCRETE CONCRETE BLOCK P'�A� P� •� TYPE SPACING TYPE TYPE CONNECTION ANCHOR (L4) 0.-) TYPE SPACING ANCHOR TYPE - ANCHOR TYPE 30 psf 144.0" 144' 180 1h ft A B C A C E A C F A g C A C 60.0' 60' 88 Ib ft 9 425 LB/FT - 385 LB FT 157 LB/FT 134 LB/FT 256 LB/F7 397 LB/FF 35 psf 100.0" 100" 146 Ib ft C1 6 473 LB/FF - 418 FF 236 LB/FT 202 LB/FT 383 B/FT 432 LB/FT C1 9 417 LB FT 388 LB FT - 134 LB FT 210 1b 7 LFT - FT 6 461 LBF418 LB FT - 202 UB/Fr 144 12 L / 166 LB FT 142 LB7FT271 LB Ff 347 LB FT 33LB/Fr -60.0' 60' 700 Ib/ft C2 g456 LB FT 362 12 375 LB/F• 142 LB/Ff 100.40 psf .6 525 LB/FF - 419 LB/FT 312 LB/FT 285 LB/Fr 353 LB/FF 443 LB/FT C2 9 417 LB/FF - 362 LB/FT - 190 LB/FF 144" 144'. 240 Ib ft 6 502 LB/FT - 419 LB/FF - 265 LB/Ff 60.0' 60.0' 115 Ib ft 9 390 LB/FF - 309 LB/Fi 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT 9 372 LB - 309 LB/FF - 134 LB/FF 80.0' 80.0" 754 Ib ft C3 6 496 LB/FF - 375 LB/FT 236 LB/FF 202 LB/FT 298 LB/Ff 405 LB/F7 C3 6 469 . /FT - 375 LB/FT - 202 LB/FF 46 psf 97.0' 97.0' 187 Ib ft 3 .813 LB/FF - 572 LB/FT 326 LB/FT 304 LB/FT 418 LB/FF 631 LB/FT _ 3 760 LB/FF - 572 LB/FT -- 304 LB/FT 115.0" 115.0', 221 Ib ft 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FF 9 445 LB/FT - 370 LB/Fr - 134 LB/FF 144' 144' 276 Ib ft C4 6 592 LB/FT - 448 LB/Ff 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 60.0" 60.0° 125 Ib ft C4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 3 972 LB FT - 6B2 LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/Fi 89..0 89,0." 187 Ip ft 3 912 LB/FT - 682 LB/Fr - 364 LB/FT 50 psf 100.0' 100.0' .20B Ib ft 9 281 LB/FT - 224.L8/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FF - p 9 226'LB/FT - 224-LB/Fr 83 LB/FF 120.0" 120.0" 250 Ib ff CS 6 421 LB/FT - 334 LB/Fi 122 LB/FF 125 LB/FT 214 LB/FF 155 LB/FF OS 6 339 LB/FT - 334 LB FT - 125 LB/FF 144' 140' 300 Ib ft 3 843 LB/FF - 670 LB/FT 243 LB/FT 250 LB/FY 432 LB/FT 311 LB/FT 3 681 LB/FT - 670 LB - 250 LB/FT 60.0• 60.0' 138 Ih/ft 9 273 LB/FT 325 L8/FF 215 LB/FF - - 138 LB/FT 102 LB/FT 9 681 LB/ 251 LB/FT 21 FT 81.0" 81.0" 187 Ib ft C6 6 410 LB/FF 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 55 psf 100.0' 100.0' 229'Ib ft C6 6 332 LB/FT 3 323 Ff - - 120.0- 120.0" 275 Iti It 3 822 LB/Ff 975 LB/FT 648 LB/FT - - 414 LB/FF 307 LB/Fr 3 663 LB/FJ 756 Lg/FT 646 t.B/FT - 137' 134" 330 Ib It 4 269 LB/Fr 301 LB/FF 183 LB/FF - - 114 LB/FT 153 LB/FT 4 232 LB/FT 2 FT - 60.0- 60.0" 150 Ib/ft C7 3 358 LB/FT 402 LB/FT 244 LB/FF - - 152 LB/FF 204 LB/FT C7 2 - - - - - - 305 LB/Fr 3 310 LB/FT 315 LB/FT 244 LB/FT - - 60 psf 100.0" 100.0" 250'Ib/ft 12 491 LB/FF 596 LB/Ff 409 LB/FF - - 265 LB/FF 168 LB/FT 12 388 LB/FF 460 LB/FF 409 LB/FF - - 288 CB 8 736 LB/Ff 894 LB/FT 614 LB/Ff - - 397 LB/FT 252 LB/FT C8 8 582 LB/FT 691 LB/FT 614 LB/FT - 131" 199. 4 ' 346 Ib ft 6 982 LB/FT 1194 LB/FT 819 LB/FT - - 530•LB/FT 336 LB/FF 6 777 LB/FF 921 LB/FT 819 LB/FT - - 59.0• ' 160 Ib ft 65 psf 92.0' ' 249 Ib/ft 100.0' 0' 271 Ib ft MIN. SEPARATION TO GLASS SCHIE-DULE ANCHORS SCHEDULE i DSEE GENERAL NOTE C.2 ON SHEEP 1 126' ' 360 Ib ft ' 60.0' ' 175 Ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 pst 100.0" o' 292 lb ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC. C.BLOC WOOD STEEL CONC. C.BLOCK WOOD STEEL 121` " 374 Ib ft SPAN HURRICANE ZONE HURRICANE ZONE A 59.0' " 187,Ib ft ZONE 1,2,3 ZONE 4 A 1/4.0 TAPCON W/ ADVANCED 3.50" 2.50' R N/A 4.00" 4.00" N/A N/A 75 psf 100.0" 0" 373 Ib ft THREADFORM TECHNOLOGY 117" " 387 Ib.ft LESS 2 1/2' 1" 2 5/8" BO psf 113" " 400 Ib ft B 1/4" 0 x 3/4" SOLID SET 3.50" 3.50' N/A N/A 3.00" 3.00" N/A N/A' -100 psf lot' ' 447 Ib ft >5-10" 2 5/6"+ 1" 2 3/4' C1/4" 4 CRETE-FLEX 3.00" 3.00" 0 N/A 3.00" 3.00' N/A N/A TO 8'-3'9 b ` 120 psf 87" 82' 484 Ib ft 1/4" 0 TTW-BUILDER 730 psf 80" 7s" 483 Ib ft rTo> 8-3" 3 1/2" 1" 3 5/8" E TEK SCREWS N/A N/A N/A 1.00" N/A N/A N/A 2.00- 140 psf 74' 70' 484 Ib ft 12'-0" X74 NDS WOOD SCREWS OR 150 psf 69" 66' 483 Ib ft F 1 4" NDS LAG SCREWS N/A N/A 0 N/A N/A N/A 2.00" N/A 160 psf 1 65' 1 62" 483 Ib ft A AS DEFINED BY ASTM E-1996 STANDARD. ``\ I.�.ltC �i' FLORIDA BUILDING CODE(Nigh &Non High Velocity Hurricane Zone) AN41E5: + EXCEPT THAT 3 5/8' SHALL BE USED �` P •••'Q�'4 0015��0°°�' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ° L+:MnxmuM ALLOWABLE PRoOucr SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, �� :' \G EN SF DRAWN.� GIVEN , .POSMVE ASD DESIGN PRESSURE RATING. .4 4A & 7A 1:MAX-ALLOWABLE PRODUCT SPAN FOR A 'f� 77� CORP.IVEN NEGATIVE A.S.D.DESIGN PRESSURE _ FOLDING SHUT ALR CO03/10/15DATE RAMNG. / 1 L ETILUC O�H�. �� FINAL MAXIMUM ALLOWABLE PRODUCT SPAN IS A;a S TG :•� Kcm"s° ENGINEERING COMPANY nPv,m 7� 15-014 EQUAL TO THE N eb..(e sly+-:eso.r«:pmJnl-.vi WES7�uL 763\7] MINIMUM DETERMINED PRODUCT .��` SPAN BETWEEN"L+'AND'L ''�A(`••, (OR1�P• �`` EB- 719 ,7 eLmm �..f dnpo6uttvaean aUmx°Ib WALTER A.nUff Jr.P.E SHEET 13 OF 13 A \ fLORIDA,T.1 44167 MN. R N 1