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Home My WebLink AboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: (P S ' SCANNED Permit Number: BY St. Lucie County Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: Shutter PROPOSED LMPROVEMENT LOCATION:" Address: 7682 Greenbriar Cir, Port St Lucie, FL Legal Description: POD 19 PUD II Greenbriar Lot 33 Property Tax ID #: 433,20- 2no- W;-3 - Doo--2- Lot No._ Site Plan Name: Block No. Project Name: _ Setbacks Front Back: Right Side: Left Side: Install (15) High Velocity Accordion Shutters Additional worKto be ertormed under this permit —check all apply: ❑ E1HVAC 0 Gas Tank Gas Piping 2 Shutters ❑ Windows/Doors 11 Electric ❑ Plumbing Sprinklers M Generator E] Roof Total Sq. Ft of Construction: S Ft. of First Floor: -t- Cost of Construction: $ ° I -1 " Utilities: _ Sewer 11 Septic Building Height: Name Victor & Barbara Skrapits Address:918D Heritage Hills City: Somers State: Zip Code: 10589 Fax: Phone No. 914-960-7226 E-Mail: Fill in fee simple Title Holder on next page (if different from the Owner listed above) Name: Michael O'Donnell Company: O'Donnell Contracting LLC Address: 2125 SW Hayworth Ave City: Port St Lucie State: Zip Code: 34953 Fax: 888-833-0167 Phone No. 772-408-0200 E-Mail: service@odonnellstormprotection.com State or County License: 27071 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. DESIGNER/ENGINEER: _ Not Applicable Name: _ Address: City: Zip: Phone: FEE SIMPLE TITLE HOLDER Name: Address: City: Zip: Phone: _ State: Not Applicable MORTGAGE COMPANY: Name: Address: City: Zip: Phone: Not Applicable State: BONDING COMPANY: Not Applicable Name: Address: City: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording your Notice of Commencement. i Signature of Owner/ Agent/ L ssee Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF --:;,Jr I tj x-1 p, COUNTY OF 5+- Luc The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this2—dayofN�aY\tnt = 20 1.6by this2—dayof do rA Y.a 20 by (Name of person acknowledging) (Name of person acknowledging) (Signature of Notary Public- State of Florida) (Signature of Notary Public- State of Florida ) Personally Known OR Produced Identification Type of Identification Produced Commission No. W COMMISSION #R M8558 Revised 07/ 15/201 � BMW through lst state Personally Known " OR Produced Identification Type of Identification Produced Commission No. A&AIGRENAT 07 MY COMMISSION #FF01M NOW Bonded through 1st State Insuranti REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 4022937 OR BC.' )699 PAGE 1606, Recorded 12/16/2014' 02:22 PM b Permit No. State of Florida County of St. Lucie NOTICE OF COMMENCEMENT Tax Folio The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Legal Description of Property: (and street address if available): PC)1 IQ t7[1-) General description of improvement: (y1 f, i r1 0 r r, r A % 0,1 h • r t r,5 Owner information or Lessee information if the Lessee contracted for the improvement: Name C d- A,,. G, — 1" — 1— Address 91 R r Interest in property:_ Name and address of simple titleholder (if different from Owner listed above): Contractor's Name: ,QP)DgnI -IrT,t ,{gL.LC ContractorAddress:r9fZ)5" SU) HMg$+nrl.i.�4lgL• E( 3tf953 PhoneNumber:i7a• DR-n7�p Surety (if applicable, a copy of the payment 'bond `is`�attached): Amount of bond: $ Name and address: Phone number: Lender Name: _ Lender's address: Number: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1) (a)7., Florida Statutes: Phone Number: Address: In addition to himself or herself, Owner designates Lienor's Notice as provided in Section 713.130) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTSTO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORETHE FIRST INSPECTION. IFYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief (Signature of Owner or Lessee, or Owne s or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) The foregoing instrument was acknowledged before me this 3 day of,'_¢�- , 20L11, By V I rle r Sk.00.0 A" as () U3 Y1e_ i(— for "7Va s�e of Person Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed Personally known_ or produced Identification ✓ atur o otary Public • State of F orida) (Print, Type, or Stamp Commissioned Nam o ype of Identification produced I L RACHEL C OOONNELL MY COMMISSION #FF100209 '?win A7 EXPIRES March 10, 2O1a STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL. _ .ln0,MPlbYt-S.-S4ITH, CLERK Date: r agu 1 UI L. - r u! � 5 p.'� r-3, r� ^:.� ; a r � - •s ^s5j -.fib' t ti �y Ys l - BCIS Home Log to User Registration Hot To Submit Surcharge Stats B Facts Business/: Professional ■ +�,-�, _'±` USERf�PuGi Approval Product Approval Menu > Product or Aopikatbn Search > Aopllcatlon List > Appliution Datdl I ' o FL t Y FL389-0.6 '.Revision Application Type Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method 5 A Publications FBC Staff I BCIS Slte Map Links i Search American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@eastemmetal.com Bill Feeley lrodriguez@easternmetal.com %� Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ` ' Evaluation Report - Hardcopy Received Walter A.. Tillit, Jr. P.E. PE-44167 National Accreditation and Management Institute 12/31/2017 John Henry Kampmann Jr. J Validation Checklist - Hardcopy Received FL389 R6 COI A S S A INC CERTIFANDEP, 13-0419.0l.odf Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL389 R6 Eauiv EQUPlALENT LETTER ORIGINAL.Ddf Method 1 Option D Year 2005 2005 2002 1994 http://www. floridabui lding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvYYHH2vJvx5... 3/ 13/2014 •�+�•�� ••4••+b vvu\.• Vllllllc Page 2 of 2 Date Submitted 06/28/2013 Date Validated 07/25/2013 Date Pending FBC Approval 08/26/2013 Date Approved 10/18/2013 Summary of Products , L 0 odel, Number or Name Description 389.1 J(�Non-HVHZ) rtha HV Accordion Shutter - Blade 3 - Extruded aluminum Interlocking blades retained by tracks (top and - Drw 13-031 bottom for storm protection I Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R6 It A S S A INC DRWG 13-03+ Mir Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile Level 'D'. Max span Is 13'-0' for 40 p.s.f. ASD Evaluation Reports FL389 P6 AE A,1;,c.6jNC PROD F1rd: RFR/lRT + i nd10 n1 negative load the HV3 blade w/o window blade, 5'Dd -6' for 110 p.s.f ASO Created by Independent Third Party: Yes load for HV3 blade w/o window blade and 9'-6' for 62 p.s.f for HV3 blade / window blade working in unison and 84' for 72 p.s.f. ASD load for HV3 blade w/o window blade Installed Into metal studs. See sheet umbep5•of-installatidH3fawlrtgsTar o'ti—ier spans and pressures. _ 389.2 Bertha HV Accordion Shutter -Blade 1 Only-' Extruded aluminum interlocking blades retained by tracks (top and Non•HVHZ�_Drw�ll_192 Bottom for storm protection Limits or Use - Installation Instructions Approved for use In HVHZ: No FL389 R6 fI ASSA drwc 11-197 oaf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level'D". Max. Span Is 16'-0' for 30 p.s.f negative SO load depending FL389 R6 AE ASSA Pr!2ductevaluationreportdrwaII192.odf on centermates and locking rod configuration for the HVI blade, 8'-0" for +64, -72 p.s.f. load for HV blade for Keystone Created by Independent Third Party: Yes mountings 7'-0' for +75, -75 p.s.f. for metals stud mountings and 8'-0' or 110 p.s.f, for HV1 and HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter -COMBO- Extruded aluminum interlocking blades retained by tracks (top and Non-HVHZ)- Drw 11-194 bottom for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R6 It ASSA DRWG I1-194 odf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0'span at 30 p.s.f ASD load for Blade 1 FL389 R6 AE ASSA Product evaluation rPM,.* drwo 11-1 4 odf and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 Created by Independent Third Parry: Yes respectively Sack Next Contact U5 :: 1940 North Monroe Street. Tallahassee 9 phone: 850.487-1824 The State of Florida Is an AA/EEO employer. Cooyriaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public iecords. If you do not want your e-mail address released In response to a public -retards request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. 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 emalis 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: d3 � eCtteA tit'ttrft ymI fit tci http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 3/13/2014 I. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE. THIS ACCORDION SMUTYER SYSTEM SMALL NOT BE INSTALED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED 'ODE. FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A D1REC110NALITY FACTOR K6-0.85, USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FOC AND SMALL NOT EXCEED THE MAXIMUM (A.S.O.) DESIGN PRESSURE RATINGS INOICATED ON SHEETS 11, 12, 13, 14. 15, 19 d 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST aCDUCEO TO A.S.D. DESIGN VANO DADS BY MULTIPLYING THEM BY 0.6 IN ORDERO COMPARE THESE w/ um. (A.S.0) DESIGN PRESSURE RATINGS NDICATED ON SHEETS 11, 12, 13. 14, 15. 19 @ 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS F.E.D.. AS TESTED, WERE NOT OVER STRESSED, A 33 i INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD.1,60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WAND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: -HV BLADE() #0214.01-03. 00715.01-03. )1004.01-05. j1214,01-05. )0317.02-05; #0609.01-10 AND 10210.01-II AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS (MISSILE LEVEL D. WINO ZONES 1. 2 k 3) k #122001-10 AS PER TAS 201. 203 k 203 PROTOCOLS LARGE MISSILE. -HV WINDOW BLADE QA #0505.01-08 AS PER ASTM E-I886 AND E-1996-(Mi9SILE LEVEL 0, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND ) 0725.01-BB AS PER TAS 202 PROTOCOL 2. HV BLADE Cj AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GetERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE j14A2.75' AND %14.1.75' RESPECTIVELY, 410-HT 411fMLIU SERIES STAINLESS STEEL SCREWS WITH 135.0 kel YIELD STRENGTH AND I80 ksl TENSILE STRENGTH. PINS SHALL BE COATED WITH UERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HN MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-TG ALLOY IS 30.0 kki AND 35.7 Yet FOR 60O5-TS ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL. AS PER DIN 50019 WITH 50 kei MIN. YIELD STRENGTH AND 90 kel MIN. TENSILE STRENGTH. AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,.1.3.4, 6. BOLTS TO BE ASTIJ A7307 GALVANIZED STEEL, OR NSI 304 OR 316 SERIES STAINLESS STEEL PATH 35 kri MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOW ANCHOR SPECIFICATIONS: HV BLADE Q : 12.13.14.15 AND 20 HV BLADE QI dk .Q WORKING IN UNISON: 12. 13 & 15- B. THIS BERTHA N.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT )6'779,5B2. COMPONENTS Of THIS APPROVAL ANE COVERED, IN WHOLE OR IN PANT BY U.S. PATENT #5'458',179 ISSUED TO EASTERN METAL SUPPLY. INC. S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES wH;CH REMAIN. THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN-INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OT HURRICANE WARNINGS HOME OWNER. TENANT, OR OTHERS. MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND -ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. SHUTTER MANUFACFURER'S LABEL SHALL BE LOCATED ON A READILY NSIGLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 17.54.3 OF FLORIDA BUILDING CODE. ONE LIBEL SMALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 1715.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL. COMPLY WITH SPECS INDICATED IN THIS DRAYANG PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED By THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A STE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (E) CONTRACTCR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UrE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.O. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (a) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME 114E ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND Who WALL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGNEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. A. r `C ENI C<�j"= _= lIL1E C O im-. TILLIT TESTING k ENGINEERING COMPANY '• WFb]!! N.M. ]61n. SL. SM. 3D5. L1kOMA 61ADDN5. FLONI A 33166 nF ; Ph... : (3051871-1530 . F°. : (3051871-1531 FLORIDA U.. 0 44167C GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEIA COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE k WINDOW DETAIL AREA 2* 14V BI_ADF (n AND HV WINDOW BLADE - (WHERE APPI MLE) TYPICAL. SHUTTER ELEVATION k NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 5 INSTALLATION DETAILS G--M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET B CENTERMATE ALTERNATING DETAILS HV SLEET B CRD CONNECTION oukm 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET it ANCHOR SCHEDULE- CONCRETE h BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE NIL BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 NSTALLWFION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 AREA :. HV WINDOW SLAM R ONLY P,?ICAL SHUTTER ELEVATION SHEET 19 AREA 4• HV WINDOW BLADE n ONLY INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 BUILDING A■S.S.A, American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 n High Velocity Hurricane 02011 EASTERN METAL SUPPLY, INC- arm i r1w l7 r TM Accordion Shutter System KV. BLAM #1 W/ OR W/o KV. WIN" BLADE AWING No 11-192 v/ `3'. FM 'MMDO. plAl1E (J 1 1 HY SOLID BLADE COVERED UNDEk US PATENT ! 54aB1A1 EE UMITATIONS OF USE OF BLADE 0 ON SHEET 15 6063-TS ALLOY AND TEMPER 3. ] " 1.5 0' 065' (ttP.) 7,;HV AN. ADAPTER WAIP \ ' OUALIfIED FUN USE W/ NV 9LAGE 1t +iafi� iG .uLal ANU FEMPER �I VARIES 0.1<- I t.365• (3iHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADEGI 6005-T5 ALLOY AND TEMPER S,iHV ADJ. FLOOR TRAJX- QUAUFIEU FUR USE W/ HV BLADE Cl) 6063-7.6 ALLOY AMU TEVFEN 1.012 ._CJ 63' — —on ``11) HV CEILING HEADER Z' HV HEADER/SILL OU7I WIED FOR USE W/ HV BLAOC(1)0NLY. UUALOILC FOR USE'A' IIV Fi!.AGL'(IIONL'f SEE SECTIONS FOR VALIDITY'' JG3-T5 AL1.04 +NO TEMPER" 6063-15 ALLOT AND TEMPER ' �1�SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE L) 6063=T6 ALLOY AND TCMPER 11 ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE (11 ONLY. 6063-76 ALLOY AND TEMPER HV DIRECT MOUNT QUALIFIED FOR U5E W/ HV BLADE (11 5053-16 ALLOY AND TEMPER (8)HV WALK -OVER TRACK ' QUALIFIED FOR USE W/ HV BLADE (1� GU63-16 ALLOY ANC ICMI'ER 0 3, O9J' 670" _352' '1�i yD CELN-gj HEArggjsiLL QUALIFIED FOR USE W/ HV BLADE(J SEE SECTIONS FOR VALIDITY. 6003-76 ALLOY AND TEMPER COMPONENT A B T: T2 2" 5' MAX. 1/a- I/6' I6 2- 5' MA). 0.192" 0.192" 19 2.5' 7' MAY. 0.190" 0.190" 1� 2' 5' MAX. 0.139' 0.t31' 1 gj e3 i. �e l 5� HV 901180' STARTER QUALIFIED FOR USE W/ FN BLADE I 6063-76 ALLOY AND TEMPER 7. 7 i� 12 .920 09 HY TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE (D ONLY. 6063-T6 ALLOY AND TEMPER VARIES 1.335, e%. ,O9] 0 C4) HD WALL HEADER��I OUAUFIED FOR USE W/ HV BLADE I ONLY. 6063-T6 ALLOY AND TEMPER IQ % Y t 2- 2' .125" 3' 1' D.090' CORNER POSTS LIALIRED FOR USE W/ HV BLADE Q 6063-T6 ALLOY AND TEMPER Irrlrra.Ni..�� rVME C O INS. TILLIT TESTING k ENGINEERING COMPANY —&TA,t 6 - 30. WGI M WDF , FUM 33166 Pee .: (303)67t-1630 . F..: (306)671-1531 0 F�ORIOP• .--il; IN..00ea. - MPLTo A RLLR Jr. P.E. FLORIDA U. / 4.4167 American Shutter Systems Assoclation, Inc. 4268 Westroods Drive WesL Palm Beach, FL 33407 10 HV RAINGUARD QUALIFIED FOR u E W/ HV BLADE 1 6063-T6 ALLOY I' TEMPER Tn High velocity Hurricane Zane; 2011 EASTERN METAL SUPPLY, INC. laian I "#% wow w TM Accordion Shutter System KV. BLADE #1 Wi OR W/o KV. WINDWI BLADE i-063 AWING No 11-192 ! 1) HV CENTERMATE 'GR USE 'A'/ HV BLADE-.)& ,i DN 2 HV FLOATINGbOE3-Tb ALLOY AND TEMPIR11ACIF'ED FOR USE W/ HV I 6053-T6 ALLOY AND LA PLAN R FRONT ELEVATION (2T, LOCKER FOR -T- LOCK CENj RMATF OUAUFIED FOR USE W/ HV BLADE(:I),ONLY 6063-TG ALLOY -AND TEMFER RA) ONLY 2,874' ZH HV MALE "T" LOCK C QUALIFIED FOR USE W/ HV BLADE (I)ONLY `C3' 6063-TU ALLOY AND TEMPER Liz OUALIFIED FOR USE W/ HV BLADE & 4� 6063-ST6 ALLOY AND TEMPER I-- _ VARIES. 12' MIN. I I /,' r20 s s. co 3/5.0-16 ACV& IHUUOSCft*S, I (5� ORALS) - - 21 g LOCKING ROO Z�, QUALIFIED FOR USE W/ W BLADE (1� 6063-T6 ALLOY AND TEMPER r391NSTALLAnON WILL REQUIRE A 7/16' HOLE YALLEA AT TRACKS FOR PROPER EMBEDMENT 6063-T6 ALLOY A17D TEMPER 1 i6 HV 3/8"0-16 ACI QUALIFIED FOR USE W/ Hv BLADE 111 �StR A. 1,1 o: 4167 9'• ' STAF nF ��' '•'��ORIDP••`• �cA,dT1 V) HV CORNER CENTER(, aLIFIED FOR USE W/ HV BLADE 6061-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 6063-76 ALLOY AND TEMPI C3) HD CENTERMATE'S QUALIFIED FOR USE W/ HV BLADE 1 & 8 6063-TG ALLOY ,NO TEMPER xl/2' H 1 /4•. (371 HV 1 f4--20 AISI 304 SERIES S.S. ]b,1MB5CREWS QUALIFIED FOR USE W/ HV BLADE Q IL ECG ,Nc. TILLIT TESTING & ENGINEERING COMPANY >5 R.W. 3e1N ]L, sl., 365. YW4NM QAflOels. 1101tI14 111 e6 Ph-t, : (305)B7t-1530 . Fa, : (305)871-1531 .- R: tilt-0-Lin Ea-000671Y WALTER A. TWIT Jr. P.E. FLORIDA Lie. 0 4087 20.1/P _ 1/4•-20 rDIE UST HM ('\ MRENED 1 i HGUSWG E—EL s. 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L� 0°,.� °P � • V - @D- i 0 • 13 °n TYPICAL (1) HV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CENTERMATE 'NOTES ON HV LOCKS AND CENTERMATES: 1. MANDATORY CONDITION J1: ONE HV LOCK 1B of Q'� SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INSTALLATIONS 4T, ANY ELLVAT10N, HV LOCK or IAAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 69 OR `y CENTERMATES W/(2) 1/4"0-20 . 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV. LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR Q� SHALL BE AS INDICATED ON NOTE (I) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIDNAL CONDITION 42 NALLD ONLY WHEN MANDAm>nr CONDRION J1 OR 1 x.rtcn ANRATDK'Y CONtYTK1N M2 IS USm W/1Ntl N.V. LDCKSII LOCKING RO05 0 ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY BE USED IF SIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS U OR AN ALTERNATIVE DEVICE MAY ALSC BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. UANRj0Ig OLDII1 • ONE HV LOCK R a SHALL DE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTA3J,TIONS AT AN ELEVATION, HV LID er ® SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 21 CORNER CENTERLUTE W/(2) 1/4 -10 . 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP h BOTTOM SHALL RE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. INSTA TIONS AT ANY ELEVATION. ALTERNATE LOCK (D MAY BE USED AS AN`(NSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-20x3/4" S.S. THUMBSCREW TO wY OR 0 CENTERMATES SHALL BE MADE W/ 1/4"0-20.3/4' ALUM. flNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN, 6. MAO��p�N��F IRN 9blSIAiI• ONE HV LOCK 0 or-0 nr I& SHALL BE USED -AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' A13CVE OR BELOW 1/2-OF SHUTTER SPAN FOR SPANS UP TO O8', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK Q3 or O.or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 23 or � SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 . 1/2' LONG FLAT HEAD S.S. M.S; LOCATION OF LOCK SHALL BE AS INDICATED ON_ TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 'g W/ (� OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON M "T" LOCKS AND CENTERMATES: 1. %jj'am�,, ONE ALTERNATE RV 'T' LOCK MAY BE INSTALLED IN UEU OF H11 LOCKS OR FOR ANY SPAN AND 1 ;_ALLATION AT ANY ELEVATION. ALTERNATE LOCK OQ AY BE USED AS AN INSIDE OR OUt'SIOE LOCK. ATTACHMENT OF LOCK ® INCLUDES USING REINFORCING LOCK , AS SHOWN ON SECTION HVG, SHEET G, WHICH MUST BE CONNECTED TO CENTERMATES 0 AND @ W/ 1/4'0-20 . 1 1/2' LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32' WINGNUT CR W1 1/4"0-20xi" S.S.M.S. INTO A 1/4'0. 5/8' RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM A13OV AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ® TOP AND BOTOM IS MANDATORY, *NOTES I. - :ONE ALTERNATE HD LOCK 6� MAYBE USED IN UEU OF HY LOCKS OR Og FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HO LOCK Q34 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK TO g IS W/ 3 y8 . 3/8" F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT 01 AS SHOWN ON SECTIONS- HOB—HV AND DC•-HVC, SHEET ID. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE INDSPAN. USE OF LOCKING RODS OST 15 COMPLETELY OPTIONAL. ` A. ' \GENSF •:.r�9 �; _- -O [. • 9 '• SPATE OF -- I L E C O m o. . . ■G� ■ American $hMHer Jyslems AstOC(ONOn, Inc. 4.268 Westroods Drive West Palm Beach, FL 33.107 I 02011 EASTERN META. SUPPLY. INC. TN Accordion Shutter System H.v. Ei ADE #I W/ OR Who N.V. WNDDW SLADE TILLIT TESTING k ENGINEERING COMPANY 6]57 M.W.".. SI. S.. 303. W A &ADEMS, FLORIN 331" PAanv (]06)071—IS]O . Fa.: (306)671-1531 .—maE3B UI0067191.wm FLown. / w1siE Ev. N OESMIRTION OAIC DRAMA BY: A0. , OLD „-Ofi3 If/29/I DAM- I1 28 11 DRAWING No 11 —1 92 _�^F ' •., ORID • .•`'4i �,• =ss/ONAL tiNG\�'LL, P.E. �/SIGNAIVNE/DATE 3 6 SNEET OF 20 6 —CONCRETE CONCRETE -7 POURED OR CONCRETE BLOCK POURED I (SEE SCIEDULE ON REQUIRED 1/4'P-20.3/a" S.S. CONCRETE 1 SHEET 13) CONCRETE ANCHORS MACHINE SCREWS CONCRETE `, REQUIRED 111 W 1 /"-20 REQUIRFO `. i.'R / / / (SEE SCHEDULE ON / / DNCP.ETE PIICHORS /' I 1 7 18 R�[EYSFCrva (SE YDun11No W SnE2-f 7) I / ~ SHEET 13) NUTS a 12' O.C. (SEE SCHEDULE ON SHEET 13) / //� ,/ I t • (� // % ` / ,! ulrl. 1/a".-20.3/4" S.S. / F 14m. (''EO EQ_ MACHINE SCREWS / COEO ED-"(I / 111 I I USING 1/+"-2G HUTS / 19• OC E. I .• (, /'' / .2so• MG,. 'r --�� ., 13 Gq 5 !/�•=-; :� 13 cq 15 2GG" i/ / ryDrr 'I i/ / Y `\ - i .250" M... E/ D. 1 t t uo. I ILXi/ -7 /f�/ /' // I L OPTIONAL J i I I '/ % J �arrloHu I' " wwu m III , • I wtIw w D* Y _ __ MIN. SEPARATION TO SHEET Ij II 1 t aI' Ir JGR �fy♦ EXISTING (SEE SCHEDULE ON SHEEF EXISTING I ia.D:S C,ra AJ R C ' MIN. SEPARATION TO GLASS c1,155 _ [-(SEE SCHEDULE ON SHEL ttJ- --- — - EXISTING I GLAS _ — <C) BY WALL HEADER INSTALLATION .,lAi HY WALL HEAOEfLIN� LaL TIbN , _ U HV WALL HEADER INSTALLATION + KEYSTONE EZ15TING ' WIN, SEPARAnON TO GLASS CLASS -+.I_ _ __� I '�tt��♦ I 1 1 e71671NG� -(SEE SCHEDULE ON SHEET tD a.s (Sti ( OoR Q MIN. SEPARATION TO CLASS GLASS DQAXLE a g¢7 `(SEE SCHEDULE ON SHEET 11) I I I iiI atn.FNSx" sLOAlOYE FCR �•)' G(A5D5 —� I OPTIONAL maA�11 EXISDN DPrwNAL % 13 15 / ! , E. i•• /.//// '/ I, 1 Ic i' Ep -EO / I2)GR1� / /a.-20■]/."S.S. /� 1 �� L-. �_ EQ E0.- PHILLIPS TRUSS HEAD / /' ,% 1 1/a'D-2D.}j4' Ss. rnu.urs. I MACHINE SCREWS USING �A CONCRETE ANCHORS __ Tku55 HEAD MACHINE SCREWS CONCH CrE ANCIIORS % / // j V 18 1" J / ` ^ `-(sEC SCHEDULE ON W/ 1/1'-20 NUTS 6 17" C.C. 1 4"-20 NUTS O 17" O.C. / (SEE SC: EU;JLE ON t!ECT ':2) / / / 1 Min. POURED CONCRETE SHEET 1J) POURED CONCRETE .J REOUIREDOR RETE BLOCK WALL OR NCRETREOUIHEp6E EEC ETEEDNC ON Di 1 Y Wa tiILL IN TA i gTIuN POURED conc:ETE� sHELr 1+) �F)HV WALL SILL INSTALLATION OR CONCRETE BLOCK WPLL REQUIRED L, }iV WALL SILL INSTALLATION FIAORIATICH OF `E.TIGN5: INSTALLATION DETAILS W/ T / FOR TYPICAL SHUITER • E, 0. . EDGE DISTANCE ♦ SEE UN TATIONS OF USE FOR ,HV BLADE SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE ION SHEET 19 0 SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone IrF. ®2011 EASTERN METAL S'JPFLY, INC. HVTM ENl;9 Accordion Shutter System ='• •� a- I L E C I M G . A. & S.A• KV. BLADE #1 W1 CR W/0 KV, WINDOW BUDE American Shutter Systems CV. DCSC1-06 /29 DATE- a7 A.G. ii•% •;'* �r : TILLIT TESTING k ENGINEERING COMPANY Association. Inc. 1 OLD tl-O6] 1/24 1 DATE 11/29/11 6]SS N.V. 3Nn. SI, S.. 3GS, MAGINM ONI"& FLORIDA 3316. o '• /STATE OF ? 4268 WestrOods Drive (]as)an-: wi . F..: (3Ds)NTI-1s31 DRAWING No •• F P a .-qGE: 00000oa.eom West Palm Beach, FL 33407 3 1 1 —192 �-P.E19416-_Tlf �ORIO••. ��. p ED. TLUTIV A CC NFLTEA A TWT Jr. P.E. AiIlls n.owa ur. / 44162 s SHEET /DATE 4 I /' POURED CONCRETE AMG,ORS CONCRETE - (SEE SCHEDULE ON SHEET 1]) REQUIRED �. ,Ara eF7WIMYJR i I aAss l� �� r OR '[(T,' �J EZGLASS ' 3 I.\SS—i- EDGE OF - SLAO IF i / �/�j ./ / /f q a' •. • / APPLICABLEEMSTMG ti Ia+FOR Ta�4 I wCS QiY tly TO , a sit 1,1 /-]' GLASS- ^ i, , ALTERNATE- ', \ `i /�'� / �' "EOEO / .. ANCHOR 1 LOCATION • . IIEX WASHER HEAD T i 13 OR 1 5 3/b' ww. ��10a3/4' TEN SCREWS ® t 2" O.C. II �i j; I'f 3/w \ /6\ CONCRETE ANCHORS SCHEDULE ON SHEET 13) `/ E 7 (SEE EXISTING I, j GLASS—� EDP OF v� / � !i /1 �2• '' � EDGE OF SLAB IF ID OA (SEE i Hj APPLICABLE 'E.O.s/- EO �, / / /.- / / APPLICABLE POURED 1 ,o F4Ass I j � j NYC SOICOIOE 0 EXISTING J: GLASS EDGE OF SLAB 'F APPLICABLE -7 11�_' Ea00. S aT h POURED-' ' /, ' ' ' ` REOUIREO ,_FIAT HEAD CONCRETE ANCHORS oN y� ,• WR 1 I OR Q� CONCRETE (SEE SCH OULE ON SHEET 14) K-00 ID a Q ) I ITEOUIRED --E. D.'------1 -E. D,•--- (;�± HV WALK —OVER INSTALLATION :K: HV F QOR INSTALLATION t ._��V_-CEIL:ING-INSTALIATION -------- '-------------------�-----------__ ------ CMSTING EXISTING GLASS 3 9 114.1'4' HEA HEAO__j; TER SCFEWS m 9' O.C. OR 1/4.0-20 S.S. N.S. W/ NUT G B' O.C. - EXISTING ---{ wx 4vRwxW nus GLASS -{Istt 4pQpWE a F1aET , L i OR CONCRETE ,MICNORS pp (SEE SCHEDULE ON .i SHEET 14) CONCRETE ANCHOR' (SEE SCHEDULE ON SHEET IS) EXISTING GLASS J., ��4y smM1MFx sIR! i SONOAE O11 / , )IQ 3/4• IIEX HASHEER HEAD /-TEK SCREWS 4 12' D.C. 1114A3/4--S.D.S. Ofl O. C. g OF IF POUR EO� FLAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 14) REOURED 11. TRENCH INSTALLATION VAJD ONLY FOR UP TO +70. -75 PSF A.S.D. DESIGN PRESSURE RATING h FOR SPANS PER -_SCHEDULE P3. SHEET II -- 1/4-2 RW BlI1DEx TAPWN W/ OY SRQT ,11 I 0- ADVANCED THRFAUDHIM TWMNWOGY OR 1/4-0 PONVIs FASTENERS TIPPCRr OCHOII! W/ MAX. 1 ]/4' UK EHI;M" o e' O.C. LTA UP TO e'-0' VAR APO 4' O.C: FOR SPAN! IARODI 11VW _4DY9'-0' TY TO e'-D' NAX.'AiRY �,4 1 AATr AT EVER( FASTENER WAD (T1P.)(SEE NOTE-?? ON s¢T 11 j 4_4!_ NOR NMTAICKS r IW7L. CONI. SFAANT� _� ' a : �1/4'M204 !s K 1/4' Usno V'.-20 NUR /. EXTM NON SMCTURAL •, 12.00'-MIN. ', '- WALL TRIM (DECORATIVE ,/. /! ('�7/B• % 7- J_ _ •' % /' / / //, I ✓ % / / I')/g`-j:� / j'^/ EGOE Of / / / SLABIF MPLICABLE `-CONCRETE ANCHORS '\ LSEE NOTE 13(E)113,b)- r % \ \ \ (1ix3/4' F.H. S.D.S. � O 9' O.C. NIA. . - •. RENXrTm onFAETF / / 1fp / POURED CONCRETE IEEE SCHEDULE ON SHEET 14) ON SHeET 1 POURED CONCRETE SEE NOTE ON SHEET •' • , ;� L��, • OR CONCRETE BLOCK REWIRED OR CONCRETE BLOCK REQUIRED Ci vM;wE I:OLNTING IN�A LAl`TION 0PTICNAL-7 POURED I K I HV WALL FLOQ$' INSTALLATION L Hy WALL WALK —OVER INSTALLATION I=NUU SNUT RsPA a •64.-12 pJ YAIOwIaN sN1TRR SPAN e'-G' CONCRETE REWIRED (� j RAINGUAR 1 INSTALLATION t hum. • C. D. -EDGE DISTANCE ON SHEET 13) t rMS INSTALLATION SHALL BE REMOVABLE WHEN ERFORMED. ADMCENT TO AN OPERABLE EXIT SEE UN ATIONS OF USE FOR BLADE IA ON SMEEi I9 D ETA I LS W/ T) H V BLADE NOTE FOR CCMHINATION OF SFrnn.4S; 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS OR ENTRANCE INSTAL- LATI O N ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED flORIDp BUILDING CODE Non 'High Ve)OCity HuTTICGne Zone 11.1 ANY WAY TO SUIT ANY INSTALLATION. 7AAAAAAAA.� 02011 EASTERN METAL SUPPLY. INC. `,, �;.• ��CENSF •.•'? =; Accordion Shutter System I L E C 0 a N .. ■ ■ ■ HV. GLADEi W/ OR W/O H.V. WINDOW BADEI - '"~`* _ �• ' "C-J�/7''•' ' • "'A••• OF O'•, � ' _ . •..kuHl...._...,•.•.•CQ\�alll,l NNAL E� •III I+• P.E . gc#ATURE/DATE TILLIT TESTING k ENGINEERING COMPANY ells NEW. ]4m. S,. Sla 30l,-VNGWW CAROM. FIDRCA lslee PAona (]O!)e71-1530 . F0.: (305)871-1531 r ma®U�lwo09.com WFLTER A. TNT Jr, P.E. LORIDA U. / -167 AmsFican Shutter Systems Association. Inc. 4268 Westrocds Drive `Nest Palm Beach, FL 33a07 N 0 PoPRON OATE DRAWN R,'e A.a 1 OLD 11-083 11 /29/11 pA1E: 1129 11 a DRAWING No 11 -192 s SHEET / E SEE NOTES ON LOCKING HODS ®. W LOCKS ® ,r I N `f ,—EXISTING CLASS INSTALLATIONS WZ t 1) HV AND ALTERNATE Nv LOCH & ON SHEET 5. o UT eQ BU➢E SUCK DETAIL HVF 15 VAUO FOR ALL / BLADE WZ Hy CENT 3MATES CENTERMATES APPLICATION VATH BUGE( °e © OR ©• O7 aA(©« 10 • (�3 OR �FF FND WAL N i t o • ®°� ©• �3 «® ©°• EXISIING GLASS DEM s ON SHEETSCONNECTION i \ I ©• 70 •©"'©• 7O•®oA II --------——————— —— ——---L----------.------------ z•a 1-1 I(81) ®rn@ (a t®•�5 I I/4• uI �• OPPOSING I SYMMETRYCAL (ea63-Tn ALLOY) ALUM. ALLOY)ALU ANGU: W/(Y) Il4'0 TMCON ANCHORs D CONCRETE (TOPiaonaA) e (uYIG•Vz' s.M'0 To Tuee� S.(SEE I r e1D.3/4' s.Ns. 0 1z" I FULL CEN ATE W o E W ` MIN sEGLASS N ro CLASS SCHEDULE At EACH ANGLE. (TYP) I O,C. UNCHT. ! '.-i " �1 -7 111 ON SHEET 11) I 5 i � 1 >1 I/ ��l 1/2" — I \ '-'� \k /;I �JNSTING °A� • �°1©' 0� cuss �EXISTIN 8 8 oA 9 w) 5 �� ® @ J cuss I — NIN. SEPARATI TO. GLASS ®' ®� C— (SEE SCHEDULE I N OPTIONAL \ 3 ON SHEET 11) (INTERIOR) OUT - - - 1 5 �a / 3� 97 � * u ILC/.]; 0 T 9 * (EXTERIOR) u v n =No : 4 `T4 r� r STATE OF �O •'•• FLOR— t�P•�C�� oy �I © �� G�► (oaroMm- ri►, . �I «�+«Q• 7O«©«tD •©� r EXISTING GLASS SYMMETRICAL •©« MIN. SEPARATION CENTERMATES I��(((JJJ�V��jjj)J,KKK IN TO GLASS O W/ HV LOCK 11�6* f o T10R/L I ®•®«©•®°NO �0A (SEE SCHEDULE 1 O'®�'®a�•� ON SHEET 11) a o \ 3 �� A ® OUT iE IL E C TILLIT TESTING 8 ENGINEERING COMPANY —. se, S.. 3w. vx0elw —o'.% "0 . y... P6ona : (305)871-1530 . F..: (305)871-1531 °-mdl: uu�°ooa.w� ER-0OO6719 WAL1E9 A' TLLR Jr, P.E. FLORIDA Uc. If44167 AwSwSuAm American Shutter Systems Ainociation, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 HERE OR I ICK WALL 6 1/2- MAX. SLACK J ` ij%/F** IILDING CODE (Yon High Velocity HUrricone -1 02011 EASTERN METAL SUPPLY, INC. 3-ERTHA-Hv. Accordion Shutter Syster KV. BLADE t11 W/ CR W/O KV. WNDM BLADE !AWING No 11-192 •r CONNECTION -DETAILS ON SHEETS 10 APE E % n ■• _iu: GI Gi G 7Ow Vw�.®w WELL AS UNIVERSAL HOMING IRADE(1)DETUL H00-NA . IMIG ON MIS SNrI.T, WY BE USED Flnl NIS ALTEIINAI IL�p�w©• ®w©•®•®rr IN TALIATICN MOWN IN n (67B1-t+ Nlnrl w+J. •. AN= .41) I� t P . Art s/+• (tOPjCtA1R.O (gp0a/r+as to maf ., GGI .NaLc aTP1 e( I ,I I I___________________ fIOJ/s'S.u.S.D n' I O.C. rvE Li'1141(T. / el ^__-_____-_____-___ — — — — — — — — — - IN 3D* HV r" PINS (TYP) /i SEE NOTE E FOR M LOCx ® . T LOCK ON SHEET 5. t SEINES YN4 —W."' (2024-T3 ,LLLl1Y) URGE R E TH.I SHEET NUISERT, PART 1 0520, ♦5 Y.WLr W.m BT AVOCL CNEflflT IEIfTL", PARSIPPENY, NEW :EASEY 07054 OR EQUAL i 9 HV "T" LOCK (OUTSIDE) OUT 1/4F' 0-20 x 1 1/2" S.S,M.S. W/ 7/8"0 x 3/32" WINGNUT. fly—Q'K _—_____EJ IN (4)H(P, R@_/ ajI33 i 31 DR 32 I f 3O 3 � toPnotm) b6—HVI3 OUT $yMjRICAL HD-CENTERMATES W f_(2+ -LOCK (EXTERIOR) :n11f1muYf1 Lakornfla"wirism (OPTIOIW) dC HYC SYMMETRICAL HD CENTERMATES W/ at LOCK (INTERIOR) * STL rIOI6 ON t—IND IIDa+ o . I 6 L - WW W. is fG.NilISI1 r1A.fUG _©Da- N0a-N.D IS vllp FOB ILL CDaINWi0 NNL iori NM W G) i Iv E C O INc. . . . . S � AA is ;,.._..._--aE•..... H.V. El ADE -O '•. , Tili OF :'� �` '•'• .f TILLIT TESTING & ENGINEERING COMPANY American lafianShutter Inc.■t•ms Aa•oolatlun, n Lv N I I aL0 -Ino P. ; Ow N.M, JBN. 5L, SN,. J05, VMG" URDENS, F10NIas MIN PNan.: (305)B71-1530 . ra.: (305)a71-153t 4268 Westroods Drive 2 rSS�ONAI E� f ' Wl: °N°aa°°N.wm West Polm Beach, FL 33407 3 - (TILL E9-0006719 :1-E. YMLTER A. TIWT Jr. P.E. FLORIOA Uc f 44167 In High Velocity Hurricane 2011 EASTERN METAL SUPPLY, INC. MInM raw TM ri Shutter System OR W/0 H.V. WNDW a" !AWING No 11-192 l—POURED CONCRETL OR 'WALL v jF / �� / / % 'POURED CONCRETE OR CONCRETE •�' CONCRETE BLOCK REQUIRED / % �'; I BLOCK WALL REWIRED /� //� // /'� �/�' /—EXISnNG CLASS / CONCRETE ANCHOR�1 B 16 D.C... . / , EXISIINC CLASS / / • / / / , l I % I`-2" MIN. / 1 -_. _ - . .f I ) ,' / WIN. SEPAMIIGN TO LASS (SEE .I j EC }}�I EO / IIIN. SEPARATION/ TO GLASS (SEE. SD`EEC o E ON gl�l 1/I6•a]• MAX. SCHEDUi,E ON SHEET I I FOR BLADE Q MD ON SHEET 19 FOR / I I FOR BUOE SAND (6063-T6) CONT. BLADES �k 0 (LOCATE AT 1 ON SHEET 19 FOR d./i)ES ALUM. CLOSER PLATE. (LDC.47E' 1 /2' EITHER S10E OF 5O) AT EITHER SIDE MIN 1 /2' MIN. CF I) 410.1/2' S.M.S. M.S. _ _ _ — _ 6 16 C.C. ' a 16. O.C. POURED CONCRETE �� "RUREO CONCRETE - /— CR CONCRETE OR CONCRETE BLOCK MALL REOWRED BLOCK WALL REQUIRED / i� EXISTING GLASS 2- MIN STING GLASS ( /1 --7 \ ,� / /_ _ L— -7 MIN. sEPARAnoN To //, MIN.StPNaN QASS (SEE/ /�' SO ON SHEET 10 OL (SEE / SHEET 11 FOR BLCE(DAND FOR SCfEIJl1E G4 11 FOR BLAUE MO II �AOFS m k Qfj� 1 /�F ON m A' Q73j� \ BIAOES •M USE I' OR 2' MAX. I (AS APPLICABLE).2•0/e'.0'-2• ALUMINUM CUP ANGLE 1 (6063-T6 ALLOY) AT MIDHEIGHT (1) 0100/2' S.N.S. TOY II'' (2)1/i • TAPCONS ANCHORS TO / WALL AT 1' O.C. (LOCATE AT U— I ram— r sLL UEIAIL X r ) OR �• EITHER SIDE OF OR ®• SIDE CONNECTION J 1Q OR (g SEE DETAL X FOR 0 OR ®• TO TRACKS A SIDE CONNECTION _ �S - 6 7 6 0 • SEE DGAL X FOIL op O. O-O ®- SIDE CONNECTION ,A�'�[-®••©• 7 - B • v- 6 TO TRACKS -�e 7 -V- •®- �•Q-�)•�©•®°' - TO TRACKS tLY"®�©'��•®- END CONNECTION- DETAILDETAIL(J) END CONNE�CTIIO ® D®T® ®2O® ® EN�3 C�JNNECTIGN DETAIL 3 AND CONNECTION DETAIL ♦ REWIBEQ OHLY f'OR SPANS GREATER THAN 12•-D' /- POURED CONCRETE OR cXUSSISTING REWIRED Ci EXISTING .GLASS /' CONCRETE BLOCK WALL �� i l� MN. SEPARATIONAI(�[1/2" (SEES.M. I _ - % TO GLASS (SEE a 16' }3c• wrL sEPARAnoN 'i- y------ / S(7EOUIY ON SHEET / / \ TO GLASS (5-------__-- ---- G OR OR II FOR O..DCm AND CONCRETE / 1/2' MIN, SCHEDULE ON gHEET / ON SHEET IB FOR ANCHOR 6 I1 FOR OLAOE MD OR OR OR / CONCRETE / BLADES i •ti Q3i 12' 0� L � 5 T4AOLRmS �� 4 _____ . __-- OR� ANCHOR O ;` \ ,EQ 16' O.C. \�____ I 2 MIN. / ,.__ /2• MIN. 2' MIN. / • SEE UMITAnONS OF USE FOR ) VIEW Y / BIADE OA ON SHEET 19 ©OR®Ofl�OR�DR© Q OR ®' RIM DETAIL OR E� LA 10 L CONCRETE CONCRETE OR 6 • B 10 CONCRETE BLOCK WALL ®'©•'lj-©•®" REQUIRED. II 1 ®-©•�-®•�- •©-O.O•®- (Z VV BLADE OR d& HV' WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 O ®-® ®-® ®-©® END CONNECTION DETAIL 0 6 � ®-® ®-® '®'® RORIOA BUIIDiNG CODE Yon High Velocity Hurricane Zone: 02011 EASTERN METAL SUPPLY, INC. 1'ry vGEN,,�9 Accordion Shutter System L E C O NO. H.V. BLADE y1 W/ OR W/O H.V. WNVCW RAW American Shutter S stems Y Lv. N. OEsealPnoN OATr D1AWN IR• 10 71• : / �: * TILLIT TESTING h ENGINEERING COMPANY Association, Inc. 1 OLD 11-063 11 /11 DAIS 11/29 11 5.55 N.A. 3m. U, a,. 305. W GkRoms. RM.L .10I5e g26B We�troads Drive 2 Phone : (305)e71-1530 . F., 1 (305)671-1531 DRAWING NC k, 5-ma0: Blto<oa .L.. West PDIm Beach, FL 33407 5 yr FCORIDP,: 4• ,1' m GDaa71a 4 92 FS G��I'DATE 'AL U.1 44167C 5 SH to SCHEDULE N1 MAXIMUM SHUTTER SPAN "L+` OR (ft.). FOR INSTALLATIONS W/ - NTFRMA c © & @ or W or W/ ONE H.V. LOCK 0 or d or or HD LOCK ® W/ NO LOCKING RODS or CENTERMATES . & (g W/ ONE HV "T" LOCK (g W/TWO LOCKING ROOS ® TOP & _1 CONCRETE A WOOD INSTALIANIONS U AS.O. CLSICN rm ssuu WILL HOUnTING FLOOR/CEIUNG MOUNTING Ic.1.1 BS SCHEDULE #2 MAXIMUM SHUTTER SPAN* "L+" 1 OR "L-" (It.) FOR INSTALLATIONS W/ APPOSING ONE hN LOCK r or W/ NO LOCKING RODS (SEE NOTES T.1't) AS.O. '"a BApNC F CONCRETE & WOOD STAI 1 ATI ,N W.W. HQUNNIG & FLOOR/CEILWC NOUNTWG I (61 L - (11I 30 18'7 170• 35 14'-10 14'-10" 40 13•.-10` 13'-10' 50 12'-5' IV-5` _ S5 11•-10" 11'-10' _ 60 11 •—+' I V-4" E5 10'-1 a" IW-10' 70 10'-6• f0'-6- _ 75 10'-1- 10'-1' 60 W-10" 9'-to' 65 9'-6" 0'-8• 9O 9'-3" 95 9'-0' a'-9' IOC - 6'-9" .8'-4" 105 6'-7• T-11• 110 W-4" 7'-7' 115 6'-2` 7'-3- _ 120 a'-0' ' 8'-11' 125 7'-10' 130 7•-B' 6'-5" 135 V-7' W-2" 140 7'-5' 5'-11' 145 7'-3' W-0" _ ISO 7'-2' 1'-7" 155 7'-O" id0 C-11' W-2` _ 165 V-10" 5'-1 170 6'-9' 4'-II" 175 6'-7" 4'-9" 180 6'-6" 4'-8' 185 0 -5" C-6` 190 195 6'-3" V-3" 200 205 P.E. SCHEDULE 03 MAXIMUM SHUTTER SPAN* "L+" R "L-" (ft.) INSTALLATIONS & W/ ONE HV LOCKS ID OR 1V/ NO LOCKING S (VAUD FOR 4(uNTING QI SHEET 7) YGLS" CONCRETE AS16 INSTALU710N5 PPrnuwc FLOOR/COUNG MOUNTING oft I. GO 1 F10011/WALL WUNTINO L ♦ (II) 1 • (11) 30 I6'-0" 16'-0" 35 15•-2' -4fl 45 13'-4" _ 14'-3" 50 IV-3" 13'-I'• . 55 II'-1" 60 10-2• 10'-11` 85 9'-5" t0'_I" 70 W-9` 9-4" 75 B'-9' INSTALLATION LEGEN❑ CONCRETE & WOOD MANSORY WALL A. B, C, 0, E. M, N. 0, P, C, MOUNTING F, K Sc L R. S. & V. FLOOR/CEILING G. H. I, 11, J T. U. 'W & X MOUNTING & M 0 MAXIMUM SHUTTER SPAN "L+` OR 'L—' FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 p.f. A.S.D. DESIGN PRESSURE RATING. 1• HV CORNER CENTERMATE /3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION 02 NOTE 05. SHEET 5. ttEXCEPT THAT MAXIMUM SHUTTER SPAN "L+" OR 'L-" AND MAXIMUM A.S.O. DESIGG PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +C4, 72 p.o.f. AND a'-O' SPAN, SEE MOUNTING MOON SHEET 7. SEPARATION TO GLASS SCHEDULE MINIMUM WIND ZONE ASTM E-1996 SEPARATION TO GLASS I THRU 3 V. (1) HV BLADE IL E C o 7N.. TILLIT TESTING & ENGINEERING COMPANY 55 N.W. 3 St.. SU..105, VYIONN WDENS, FLOM , Mille Pl—, : (305)971-1530 . Foc : (305167l-1531 a—maE: ow.com E9-00W06706719 .ALTER A RWi .Ir, P.E. FLORIDA Lie. ! 44167 A.S.&A, American Shutter Systems Association, Inc. 4266 Westroods Drive West Palm Beach, FL 33407 (1) Lr: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.O. DESIGN PRESSURE RATING. L—: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO CETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND 'L--. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEIUNG MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: Llr- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS L2+. MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS, FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: LI MAX. SPAN FOR WALL -MOUNTING INSTALLATIONS L2 MAX. SPIN FOR FLOOR/CEIUNG-MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL TO THE MINIMUM BETWEEN 'Ll+", 'L2+', 'Ll-' AND 'L3-" ALLGO TOWABLE3PANANCHOR ANDSCHEDULE GGATIVEWITH A.S.D. OESIGMAXIMUM PRESSURE,RARNG TO DETERMINE MAXIMUM ANCHOR CODE Non High Velocity Hurricane Zone ID 2011 EASTERN METAL SUPPLY, INC. BERTHA VTM Accordion Shutter System ITV. H?DE y1 W/ CR W/O H.V. NINWN I3IADE 2 DRAWING No '. 11-192 MOI m Nun W® HHHHH111 to onu mmmn n® mmm"e��i®nRn� ®g �0 �gu rp 0"Mm9wo ®OU mmE� mu �ta®® m®mm�m m�ORood �, ®ono®mmon�R� �a ©® OHM��onad�maanmo mm �imoPo m "memo ,®©®pm moon m m mooI I o0 ®mmmmaam lam m�m�®�o��w m�omn Earn mmin�®osomimo®no m 0 ®m1m m ' m®aNmm o omom ®��0 ®�n��FF■��0 mmwm�v �� _moo ®�mgi. �a�WvvoM"immmBEE109010 vo� Ion eaoodm Iv�oo ' 11110pp ENEE imam�® g am moBraysoBONN01 mO�Oef IM mnmonm=in vomooMa=m!LBMMM 0 OOP 0 OO AoOO n�oovm� 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS. (A) 10 EXISTING POURED CONCRETE (Min, f'C e 3 k i) - 1/1'A TPPCON OR UPCON WITH ADVANCED -HRWFORM TECHNOLOGY ANCHORS. AS AIANUFACTUREO.BY I.T.W. BWLOEX. (1XIn. I'c ] b0 SCREW, BOLT k SPECIALTY COMPANY. (Min. I'c 7 I,d) - I/4'• . 3/4• ALL PLAN-S SOLID -SET ANCHORS, AS DISTRIBUTFD BY ALL POINTS - I14' BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. f c - 2 I,wi) DISTRIBUTED BY ALL POINTS SCREW, BOLT h SPECIALTY APCOLL Oi WITH ADb'ANCEO I/�a TAPPER: ANCHORS AS MANUFACTURED BY POWERS FASTENERS• INC., ANC COPANY OR ANY OTUER APPROVED LICENSED OR ACTItOP32E0 VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. 711111Z-ADF.RM TECHNOt OGY (Min. Fe - 3 4.i) AhTTi SCUD SET TAP W/ CAP NOTES: A. 1) MINIMUM EMBEDMENT INTO POURED CONCRETE Or iAKON OR IAPCON WITH ADVANCED THREADFORN TECHNOLOGY ANCHORS AND TAPPEflr TAPPERI ANCHORS IS 1 3/�, AND FOR BLUE TAP W/ CAP "HORS IS 1 1/2'. A.2) MINIMUM EMBEDMENT OF 1/4•A . 3/4' ALL POINTS SOLIO-SET ANCHORS SHALL BE 7/11' 1NT0 THE POURED CONCRETE NO EMBEDMENT SHOULD STUCCO EXIST, AND INTO STUCCO SHALL BE PERMITFED. 1/1'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM ♦ SEE UujARhNS Or uiE FGR eIADE ny Nw sn`zr 14 I • MINIMUM FOR WALLS 11111 NO STUCCO, A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND'ON 1HE EXISTING WALL OR FLOOR, SAID WALL RNSHES. ANCHORAGE SHALL BE AS INDICATED GN ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND NOTES AI) h A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT TINS ENGINEER. FOR INSTALLiuION INTO EIFS WITH METAL STUDS. SEE SHEET 20. 1 (0) TO EXISTING CONCRETE BLOCK: (ASTM C-GO) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. - 1 /4•P a 3/4• ALL POINTS -S000-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT k SPECIALTY COMPANY. - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT A: SPECIALTY - I /4"• TAPPER, ANCHORS AS MANUFACTURED BY POWERS COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN STUTTER SYSTEMS ASSOCIATION. INC. MINNIMM-1111491111-1 MUNW-111111I.111 1 11= ■ N ► 1 1 , c1 .1:. A N1,II��P A. Tlt4 -� •.�9 'z J_ t4. STATE OF A', I P.E. NOTE: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BWE TAP W/ CAP ANCHORS AND WPEA4 A6HOR5 IS 1 1/4" AND TAPCON S WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS S 1. 8.2) MINIMUM QAHEDMENT OF 1/4.0 . 3/4• ALL POINTS SOUR -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRE'rE BLOCK. NO EMBEDMENT INTO STUCCO SNAIL BE PERMITTED. 1/4- 0-20 S.S. MACHINE SCREW -USED SHALL BE 1 1/2• LONG MINMUM-SHOULD STUCCO EXIST, AND I" MINIMUM FOR WALLS WITH NO STUCCO. EI.3) iN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE. FOUND ON THE EXISTING -WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH T'L REACH THE MAN STRUCTURE BEHIND SAD WALL FINSHALLNES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1) do 0.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT META_ STUDS CONSULT THIS ENGINEER. FOR INSTAIATION INTO EIFS WITH META. STUDS SEE SHEET 20. (C) ANCHORS SHALL-eE INSTALLED FOLLGWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE -ANCHOR'S MANUFACTURER. (E ) VERSUS SPACING RELATIONSHIP FOR rnrr,0lt TANCE VER<L<n<PACINQ SCHEDULE FOR ANCHOR51 MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOUDWING FACTORS- REDIWED SPACING CRTAINED USING FACTO SHA NOT RF I FSS THAN MINIMUM SPA:ING tNDIrAT D FCR EACH ANCHOR IYPF FACTOR ACTUAL EDGE TAPCON TAPCON WITH ADVANCED THRFAOFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/ CM TIPPER 41N. SPACING + DICTANCE E. D. MIN. SPACING - 3• WIN. SPACING - 3" MIN. SPACING - ] I/2" MIN. SPACING ]• ] -1/4 4- POURED CONCRETE B POLED CONCRETE ATE S00N POURED CONCRETE k CONCRETE BLOCK POURED ONCRETE k CONCRETE B!L CK PO,nTD CD17ElE I/2• r6NOK7E HDD4 MR. CD.-2 1/2• CONCRETE BLOCK WN, CO. •] 1/3• Y7L EA • 2 1/7' , t, E0..3 3• f,0 0.40 1.0 0.71 IA Od+ IA - 0.81 1.0 -- - - 0.67_ 1.0 -_ -- 0.71 - - --- _ _ 0.51 - L3/4' - D.2I - -aNa 0,36 - - _.u..- - - 0.35 - --- I L E C O INC. TILLIT TESTING & ENGINEERING COMPANY T 5 N.W. 36U. SL, St.. 355. %11K W GMGEHS. FLORDA M164 Pnane (]G5)671-I53C F..: (3Q5)&71-1531 GO06719 am D3-011-TIY W7.1TD1 A LINT Jr. P.E. FLORIDA LG. 144167 AwSmS �■ American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 CODE (Ron nigh •e1ociiy Hurricane ® 2011 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. RAI it W/ GR W/O KV. 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OFF ltll f7 Ti 7- ._._ �ytr:4,vl -0,,.. / s .k :;%'/ •� :TILLIT TESTING & ENGINEERING COMPANY �'•v /STATE OF �O' • F t _ 5s N.r. , Dew St.. St.. 305• %ir& GARoors, nnRloA 33,60 PNen.: (305)871-1S10 . F..: (305)571-1531 .- .4; Wt.. itol.— 4 WN.TFA A. iIWT Jr. P.E. FLORIDA U.. Y N1E7 P.E. SEkC iGt1 AE�J6� rC TAPCON OR TAPCON WIT" ADVANC_D THREADFORU TECHNGLOGY ALL POINTS SOLID -SET BLUE T W TAPPER t :SEE ANCHOR SPECIFICATIONS ON SHEET 13 0 VALID ONLY FOR UP TO +70, -75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE g3, SHEET 11 0 HV BLADE -ONLY A,S,S.A. Am*rican ShwHer Syatema Aaaocfatlan, Inc. 4268 Westroods Drive West Pelm Beach, FL 33407 Velocity Hurricane Zone'. ® 2011 EASTERN METAL SUPPLY. INC. BERTHA HVTN Accordion Shutter System H.V. MKk #1 W/ OR W/O KV. WINDOW aAW 1 a I DRAWING No I 1 '. 1 1-192 M&XIMUN A S D DESIGN PRESSURE RATING fn^.fj AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR A GIVE MAX. SHUTTER SPAN N ATIVE AS Q DESIGN PRFRSURF RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16 & 17), u FEB !Ei;Tf�ATE SOUTHERN PINE No. 2 W/ MIN. G=0,55, DOUGLAS FiR W/ MIN. G=0.50 SPRUCE PINE FIR NORTH 'N/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 1/2' MIN. CDx PLYWOOD SOU nERN PINENo. 2 W/ MIN. G-0.55. MIUGhAS FIR W/ MIN. 0.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUC IN FIR SOUTH W/ MIN. G=0.36 uAXwuu vAH TIII WALL MOUNTINGS M. N. 0 & R CEILING MOUNT T FLOOR MOUNTINGS WALL MOUNTINGS M. N. 0 & R CEILING MOUNT T FLOOR MOUNTINGS WALL MOUNTINGS M, N. 0 & R CJLING MOUNT T FLOOR MOUNTINGS WALL MOUNTINGS p.o, W'ALL MGUNnNcs 8.0. WALL MOUNTINGS B.O. WALL MOUNTINGS 5 4 V • IDUI NwOf 11FSA WIC (0) 09Di %um RFS9.Q 6104: 1Y0 1Il YSMI AuNw R w b44 Wl SC wo NM7N: max M•X9 (w) Am 099I wom AISXN RAG M "m01 WAX AISSff MX 01 at 0901 NfA9E POW " WI MW W" TIEUK N iWj kM 0IIR 16274 MWK R" I-) UQ 0 X MY R16Y?Am WI 30 140 775 90 05 -30 40 60 75 1qO 05 30 40 6o 75 90. 105 30 40 160 75 90 OS 30 40 60 75 90 105 10 40 60 75 90 105 30 40 60 75 90 05 30 40 60 75 Tg0 CS 30 s0 60 75 TgoTo5ho IQ 60 175 10 05 V-0' OR 45 12 10 1G 9 1 8 8 6 6 6 6 6 6 12 10 10 9 B B .6 6 1 6 e 6 6 12 10 1 1010 d 1 B 6 6 6 6 5 6 5 1 4 14 4- ] 12 12 12 12 12 12' 12 17 12 12 12 12 IZ IZ 12 12 12 12 a' -a- 12 10. 10 B B 8 6 6 6 6 6 B 12 to 10 9 8 B 6 6 0 B 6 6 12 10 10 9 8 B 6 6 6 8 e e 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 1 12 12 12 12 12 12 _ _ 5'-0' 6-0.. 17 17 10 10. 10 10 9 9 B B 8 6.5 6 6 B 9 6 fi 6 6 6 S,S 5.5 4.5 12 12 f0 10 10 ID 9 9 B 8 6 5 0 fi fi 8 _B 6 B fi B 5 4.5 1210 12 10 10 10 9 B B fi 7 !.5 _6 6 B 8 6 8 fi 8 e 8 S B 4.5 6 6 5 S 4 4 4 4 4 ].5 ] - 12 12 12 12 12 17 12 12 12 12 12 17 12 12 12 12 12 12 17 12 12 12 12 12 12 12 12 12 17 12 12 12 17 10 G• B.5 7'-0' 1] 1D 10 9 6.5 4 6 a 6 4.5 4 12 10 10 9 5 3 6 6 e .5 5 4 3.5 12 10 IO 7 S.5 8 6 8 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 17 12 12 IT 12 10. 12 12 12 0.5 B.B 7.S W-0' W-0' 12 12 10 110 ID 10 I7.5 5.5 7S14,5 5 4 - 3.5 l - -_ -fi 6 6 6 6 6 6 6 8 5,5 5 a.S .5 5 .5 4 - 1 3.5 3 3.5 3 - - 12 12 12 12 10 10 10 10 10 9 6 a,5 6 4 3 - 3.5 - - - 6 6 5 6 6 6 6 5.5 ° 4.5 4 7.5 5 4 .5 - 3.5 3 3 3 3 - 12 12 12 12 10 10 10 10 10 4 3 4 3 - - - - - 6 e 6 8 e B 6 5.5 5 4.5 4 4 .5 4 5 - 3.5 ! ] 3 ] 6 e 6 6 -9 5 5 5 4 ].S - - - - - - - - - - - - - 12 12 12 12 12 12 12 12 12 12 12 17 12 12 t2 12 12 I2 1. 10 12 10, 9.5 8,5 12 12 12 12 12 12 12 12 12 12_I1. 12 12 17 1048,5 O.S II 9,5 B 9.5 B,5 7.5 7 12 12 12 12 12 12 12 72 1.5 10 9 8 9 B 7 .S 7.5 B.5 6 5.5 6.5 5.5 5 4. 10'-0' 12 12 10 10 -- 12,-0' 12 10 4.5 - fi fi 4 - - 12 '0 3.5 - - - 5 5 3.5 - - - - fi 5 ].5 - - 6 5 - - - 11 12 17 1.59,5 8 12 12 11 8.5 7 6 12 1.57.5 6 S 4 13'-0� 17 If0 6 8 - - 8 4,5 - 6 4.5 - - 12 17 12 f0. 8.5 7.5 12 12 10 a B.5 414'-0' 12 10 - - - - e 5.5 - - - - 12 7 - - - t - .5 ES - -B 3 - 12 12 12 9.5 8 6 12 12 9,5315'-0' 12 - - - - - 6 - - - - - 12 - - �ffin - - - - - - 5 - - - - 8 - - - - 12- 17 - 8 - L2 - - - (1� HV BLADE OR n HV BLADE Wf A HV WINDOW BLADE WORKING IN UNISON* • SEE UW AnORs cr use FOR R.10C II ON SHEET 19 't' NOTES ON ANCHORS REQUIREMENTS; WOOD SUBSTRATES, 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3. SWSTRAIE SHALL CONSIST OF THE FOLLOYANG: -SOUTHERN PINE N6. 2 W/ G-0.55 (N.DS) - I/4'O TAPCON ANCHORS. AS MANUFACTURED BY I.I.W. 0'.7LLXX W/ MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/ G-0.50 (ND.S.) EACH SECTION ON SHEETS 16 & 17. -SPRUCE PINE FIR NORTH W/ 0-0.44 (N.O.S.) EXCEPTION: SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/ 0-0.38 (N.O.S.) -MIN. 1/2' COX PLYVOOO (1996 AAA) 2, ANCHORS TO HOLLOW CEILING SHALL. BE AS PER MOUNTING TYPE U. SHEET 17 AND SHALL CONSIST OF LAD SCREWS AS PER NDS 2CO5 SPECIFICATIONS. •. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AMD SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. A. E � 9= 1L ECO tNc. ~; NG/4 14•7 TILLIT TESTING & ENGINEERING COMPANY 5w2m N.V. 35w SL, Ste. 305. w91MYA GAIUENS, ,LOROA 11166 -STATE Phon, (305)871-1530 . Fm : (305)671-1531 OF _ L Ll .:l.'•.•ia1:::...F.�i�,1...-� mod: fiieco¢6ol.cOm EB-0006719 wALLER A PWT L. P.E. FLORICA U.. j 44:67 A.s.&A. Amurloan Shutter Systems AasoolaHon, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 COONNon High Ve!ocity Hurricane Zcne; m 2011 EASTERN METAL SUPPLY. INC. 13R HVTM Accordion Shutter System KV, DACE #1 W/ CR W/o H.V. WINDOW Ii.4DE !AWING No 11-192 WALL FINISH 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREAI)FORM TECHNOLOGY W/ I 1/2" Min PENETRATION OF n,HEADED AREA 10 EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) OR 'A -I- V 9 MIN, %YARAITCH I —Cl TO GLASS (SEE T SCHEDUUE ON sw� HEF FOR . M AND Font EXISTING 1 4) & (a) GLASS --I WALL , .. ' . . .. - . . ' .. . - I. WALL. -I.:. \ . _-' - i j t� FINISH �WOOD 10 TAPCON OR TAPCON WI SDNG MIN. HEADER REQUIRED 4' /4"T111 ADVANCED 1 HEADER REQUIRED L-THREADFORM TECHNOLOGY W1 1 EXISTING I WIAL SEPARATION Nzu1 ` ' Mfin. PENETRATION OF THREADED AREA TO GLASS--( EXISTING WOW HEADER. 10 aAw. (ELL WIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHUT 15) 7 );,SnNG(SEE SCHEDULE ON SHEET I I GLAGS 2'14" CONT. SILL tlAGES AY vi ,_N I / J r T PLATE REQ'D. ON HY WALL HEADER INSTALLATION CI�HV WALL HEADER INSTALLATION —r— — SMIN, SEPARATION TO GLASS 2 ITING MIN. SEPARATION TO CLASS (SEE -SCHEDULE ON -SHEET 11) " I (SEE SCHEDuu: ON SHEET II)— G EXISTING 11 L'A EXISTING MIN. SEPARATIONTO GLASS GLASS -I N. '&,()GD ;ZUTE (SEE SCHEDULG 1/4-0-20.3/4- S.S. FFP MW REO'O.-, -NNZ SCREWS 1/".-20.1/4" S.S. USING 1/4--20 NUTS MACHINE SCREWS W1 a 12, (1 C. 20 NUTS -0 12 D.C. -WALL OR@ FINISH 1 OR ED 0- PLATE 2",4, CONT.� WOD LE a xU w I' Min. 1/4'o TAPCoN OR TAPCON WITH ADVANCED L THREAD OHM TECHNOLOGY W1 1 1/2' PENETRATION CF THREADED AREA TO AIII ILL PLATE EXISTPING WOOD EADER. 11/4'. T.A.-CON OR TAPCON WITH ADVANCED 1/4.0 TAPCON 0 O. (SEE SCHEDULE 'IN SHEET 15) RED WALL FINISH THREADFOR11 TECHNOLOGY W/ 1/1' TAPCON WITH ADVANCED I -SEE SHEET 4 FOR TYPICAL M.n. PENETRATION OF THREACEID AREA IN70 PLYWOOD LYWOO I THREAOFOHLAA Y _IAOUNE (SEE SCHEDULE ON SHEET IS) EXISTING MIN. 2',4" ING SE TIONS CAN BE L 1/2. MIN. C TECHNOL.OG SHUTT R ASSEMBLY. PENETRATION OF 2 STUDS 0 16. O.C. EOLD. COWSIT TNRL/'� AREA INTO PLYWOOD 'ED IN CAW WAY TO WIN, CDK PLYWOOD REQ'D. OWD. PLYWOOD TO P D R WALL F Ni (SEE SCHEDULE ON SHEET 15) SUIT MY INSTALLATION HV WALL SILL INSTALLAMU 70 BE 'rXISTING MIN 2".** STUDS 4 16' D.C. WAX. REC' ATTACHED TO STUDS IN �LMGOO TO BE ATTACHED TO STUDS IN ACCCRDAII4la ACCORDANCE WITH A TIONS OF UAE OF T @) HV WALL SILL INSTALLATION ,h ON 230b OF T14E F.B.C. SECTION. 2308 OF THE F.R.C.. E NEU Hur6ccne Zone� PH;_ L SILL INSTALLATION FLORIDA BUILDING CODE(NOTT High VelacitY 02011 EASTERN METAL SUPPLY. INC. —MITHA 7HV—. Accordion Shutter System MIL E C 0 imr.l\ A,SxS,An KV. a" #1 W1 OR W/O KV, vnwolnl GLADE is DATE American Shutter Systems cv. Ng UESCII]P11014 MAV. ay TIILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-063 L , RATE OF PI, e (305)871-1530 . F.. 4268 Vilestroods Drive I DRAWING No —1h West Palm Beach, FL 33407 3 11-192 EB-0006719 4 WxTER A. TUUT j, P.E. FLORIDA Uz. f 44 67 5 SHEET — = 16 OF P... t1JRE/DATE 20 i, I . Un L_ ryn nf, A.S;D. DESIGN PRESSURE RATING. RE RATING FOR INSTALLATION WITH Bi ,"":.TAPCON OR .N W1rh ADVANCED TtIREAQFDRM TECNNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING I WOOD HEADER. (SEE SCHEDULE ON SKEET 15) 1/4*6-2 ix3/4' S.S. MACHINE SCREWS '-20 NUTS W/ 1/4 12' O.C. Min. 1'0 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & g HV♦ BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WIC1 ONLY LIMITED 5. S RA GSEE SHEET 19 'FOR MAX r-WALL F.NIStI SHALL BE i SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 _ & A WORKING IN UNISON j 1/tb TAPCON OR ) EO—EO 2 MIN.-- i LW CON WITH ADVANCED i .B" (Min.) EXISTING --iT.•� ,. EDGE (IF APPLICABLE) THREAOFORI/ TECHNOLOGY 'HOOD BEAN REQUIRED.�- / / W/ 1 1/2' in. PENETRATION STRUCTURAL ADEQUACY OF THREADED AREA TO _ 1/4"0-20a3/4" S.S. OF EXISTING -00 DEAR EXISTING W000 HEADER. _ 1 PHILLIPS TRUSS HEAD TO BE CERTIFIED 8Y j 11 Min, MACHONE SCREWS REGISTERED ENGINEER OR / / -- - � TRUSSES WOOD iI f (SEE SCHEDULE ON SHEET IS) W/ 1/4'-20 vu1S ARCHITECT PRIOR TO EO- E' ---j 1 2" 1 1, TRUSS O 24' \ �EO EO- o 12' O.C. SHUTTER INSTALLATION. / / / D.C. REQUIRED AN / E%I511NG SOFFIT TAPC WITH 1 OR 1 THREAD WITH ADVANCED / I —]/4' MOar THK. I •• .257• iHREHOFORM TECHNOLOGY / xi i I,t IAo.. W/ 1 1/2' Mln. PENETRATION ! / ,}14.] /' 0• EO �1'.4'•1/B' CANT. xuu. TUBE ry .. OF THREADED MEA TO I1- EQ EQ S.M.S./ (6063-T6 ALLOY) W/ / S 1 `OPTIONAL EXISTING WOOD HEADER, I; 0 0' D.C. I (])B/1B'o LAG SERF.WS N �I ) (SEE SCHEDULE ON SHEET IS) S. or 13 Or 1 5 I 1 Or © Or © LOCATE LAG SCREWSAFTER ON AT I f •• MIDWIOTH OF EXISTING WOOD _EXISTING MIN 2".4' I ��j I MEMBER, (2• Min. NOMINAL EXISTING---0 DEADER REq'D OPEN HOLE AT EACH - WIDTH) W/ 2" Min. GLASS 1� MIN. SEPARATION TO GLASS I STUD TO ACCEPT PENETRATION OF THREADED - (SEE SCHEDULE ON SHEETSS fl I EXISTING }I 516"� iTAnovnP.fGlA5AT /CEiEPLADaFSCRBW INSTALLATIONS . MAX. A.S.O. DESIGN LOAD AND SO HV WALL HEADER INSTALLATION I a(Y ET EwsrwG i '"' g""" ° I INSTA MAX. SPAN. THIS GLASS-- 10 aA`,6 (YE INSTALLATION 6 ONLY VALID I, �' MAE Il4� �♦ I K.� D. SD- GRAVITY 050 AS SPECIFIC DOUGLAS FOR I. ON Stu Ia fil9 OR (� Iat1 Rt° 9 0 I ♦ FIR OR SOUTHERN PINE Na. 2, aAOrstOrQ1 I eAasmrd9 1 OR ® OR EQUAL - 1: WO SHEET • TON IYP v1 O.9I ASSEMBLY CT) CEILING INSTALLATION U 1-MOUNTING SECTIONS CAN BE COUER AS IN MY WAY TOSUIt ANY INSTALLATION. BY N -E-unsAw=ff �- __ OR ®♦ I Nw.— 1 I f I lOassLs� I L_ MIN. SEPARATION TO GLASS --I ,Iy W HAlEQ H10 '( J TO GLASS N I I 1 1 (SEE SCHEOULi ON SHEET III EXISTING I m aEII 19 fttt sI 1 EXISTING I J GLASS I ryyt];ip , (SEE SCHEDULE 1 cuss--► 1 ION SHEET 11) 1 I • I fI FWIANLLIS}%/ I) Nos. I µto HT I I • EXISTING ILOCATION I, l�l l I I I a0 /4110,3/4' HEXI /Bi w" CUSS Ati DIN. w , DECK REQUIRED7 /B WASHAA HEAD TEK I (NO FINISH SCREWS O 12, P.e 13 OR 2 .B" MIN. WQOD-� ALLOWED) DECK REQUIRED (ND__�- FINISH ALLOWED) .-EDGE \ _ 2• 1• OF EDGE OF DECK 19 EDGE OF DECK _ �� - - IF APPLICABLE i •� `ED- IF APPLICABLE L:11- APPLICABLE 1 1 1//•0 1APCON ON •-PHIWPS TRUSS HEAD 2 / TAPCON WITH ADVANCED Mln' MACHINE SCREWS �'� 1/4'e fAPEON OR TAPCON WITH ADVANCED ff,, 2'a4' CANT. 1" MIN. '+SILL ?LATE THRC�LOFORM TECHNOLOGY W/ 1/4•-20 NUTS ( PENETRATION TECHNOLOGY W/ (1 w/ I 1/2" uin. PENETRATION o 12' O.C. 1/4•o TAPCOH OR TMLON WITH ADVANCED THREADFORN-2' MIN.— pp1ETMTIpN OF THREADED OF THRLrA0E0 AREA TD TECHNOLOGY W/ 1 1/2" MIn. PENETRATION OF THREADED AREA IO EXISTING HOOD HEADER. (SEE 1 _ 1 I EXISRNG LYpOD HEADER. AREA TO EXISTING WOOD HEADM7 (SEE SCUEOULE ON SHEET 15) SCHEOUtE XI SHEET IS) 'I (SEE SCHEDULE ON SHEET IS) ♦ 'LE LIMITATIONS OF USE FOR �� U HV WALL SILL INSTA�I.AT{ON BLADE (I3A pN SHEET 19 OH�LOOR INSTALLATION FLORIDA BUILDING CODE Non High Velocity Hurricane HV WALK —OVER INSTALLATION Zone 1tft,AfAAAAAAA��' 02011 FASTERN METAL -SUPPLY. INC. A. rrt��r :_ TM A,S.S.�ccordion Shutter System I1. E-C O.NC . . H.V.HaanE yl w/ as w/o H.v. WINDOW aLADE American Shutter S ohms TILLIT TESTING & ENGINEERING COMPANY Y Lv. K D[scnwnoH mrRAWN By. Ao. A a.u0 n.w. �mn. sL, sl.. sm, wLawA 0rA0[M1S rmlaOA m4e Association, Inc. I OLD I1-063 I1/N 11 WE. 11 29 I I (305471-1530 . FIN : (305)8n-ls3l 4268 Westroads Drive 2 DRAWING No �0'•, �. P.;• -mW: tilt o 0.1-M West. Palm Beach, FL 33407 s x. •. •.[QflIO_•. a 11 E'ALTERB-GGDB7,G 4 11 -192 FLORIDA owD4 u 1 44187[ s SHEET iE/DATE 6 17 OF 20 END INSTALLATIONS ('1) HV BLADE OR sI a WINDOW BLADE INTO 2"x4" MIN. WOOD STUpS reRO4 9EOb, MO Yw. 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Lue+� 40-0.0-6"©- ZLM J Cf-ai•�•®•(; •O•@-C�e (I•n9 Cs DETAIL X END CONNECTION DETAIL UU END CONNECTION DETAIL (1-2) FLORIDA BUILDING CODE Non High Velonty Hwricaoe Iane el IEl,rr ,� ,rlr"(1Lp` . ...... ` Q ,.... ✓ � - - •-= / I 7L, C 0 1 N C . ■ ■ ■ ■ American Shutter Systems Assoclation, Inc. 02011 EASTERN METAL SUPPLY, INC. VTM Accordion Shutter System FLV. e(eDE �11 W/ OR W/0 KV. wqm a TILLIT TESTING h ENGINEERING COMPANY AM n DCSCP PTIDN IATE 1 OLD I I-OfiS n 29 It t>a>E: I1/20/I I t DRAWING No 1 1 _ 92 =_ :• S'TAT (1F� .,LORIO ,.. ��1,\ ......... cFSS � r Fri:. TITRE/DATE 63lf n.• gem ar., a1.. 3oa. xatmM DNIOENS. ROPmJ Mae P1, (305)871-1530 . F .: (305)871-1531 wlasaooa.aam EB-000a718 P. WAdr. E. TER ti naalw U.j ulw 4268 Westroods QWve West Pafm Beach, FL 33407 3 s SHEET 18 OF 20 Oa of 10-11 ._ 1 1 _ _ _. _ _ _.. .... _ _ N1L SO'MUIOY 10 SS -- EXISTING GLASS 6 H/DELEVATION So,EDL>lE DN S/fET 11 RDI.DENL _ — _ _ _ ON OY5 StEFf Ftl1 @ ✓k L i _____-_-__ _______ � Cam__^-_\ STMu�TPo- CENTERMATES -:g W/(2� DR E. ANTI W/O (]S) (SE�F` NOTE 4 ADOVE) PAN NNW - N0,4 % TILLIT TESTING h ENGINEERING COMPANY �'1 * '. -' 63ss R.r. 36W,. sN., sl.. 30l. v�RcuNv, GMOERS. NDI60A 31166 Phan. : (305)571-15,M Fa[ : (305)671-1531 e- .;1: w1A�.oAoI.— . $ m-0005719 A. TItuT Ir. P.E. WAL7ER FLORIOA U.. j H167 I. MA%. ASM DESIGN PRESSURE RATING: ♦110. - 110 o.f.T. 2. MAX. SHL'ITER SPAN: 96' 3. ALLOWEO MOUNTINGS: A. 0. G h H ON SHEETS 6. 7; AS WELL AS MOUNTINGS U. 0. T. U h W ON SHEETS t6 t 17. N. ONLY CENTERMATES 1 2 (BORI W/ V.J OR 2�) ARE ALLO— WHY. ' t ARWN,S'�kD M A ET OR "PI OSS�NG lA T. IN USE lY OPPOSING OWOUf, p5) MUS7 BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CENTER 5. (Al HV WINDOW BLADE O SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (]'. HIES) FOR © PER BLADE AT SPACINGS SHOWN ON SHEET N. (B) MIN. CLE44MCE FROJI. TOP OR BOTTOM EDGE OF HV WMOOW-BLAOE OF ANY 3'V HOLE FOR V 51WL BE 12% "(C) FIRST OR L1jkTT BUOE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1 (0) Hv WINoow BLADE ® MUST BE USED ALTERNATE TO A SOLID HV BLADE01 THROUGHOUT SHUTTER'S WOTH. (E) CE8YRMATES SHALL ALWAYS BE ADJACENT TO A SCUD HV BLADE 1 AT EITHER SIDE OF THEM. (F) POLYCARBONATE HV WINDOW 4Q TILE( TAUS BE INSTALLED SC TTAUS FACE THE INTERIOR OF THE OPENINO BITING PROTECTED. HV WINDOW (p�0 MUST BE ONLY INSTALLED AND LOCKED USING A HV SETTING IDOL PROM BY ASSA, INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BOLDINGS ON SHEET 15, AS LIMITED BY SPAN AND DESIGN LOAD (SLE- NOTES 1 h 2 ADM). 7. SEE ANCHOR SPACING SCHEDULE FDWINSTALLAIIONS INTO POURED CONCR'_TE OR CONCRETE BLOCK WALL ON SHEETS 12 6 I] AS UldITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 h 2 ABOVE). A. MINIMUM SEPARATION TO GLASS SCHEDULE. PER ASIM E-1996. WTHO 20NE -MINIMUM SEPARATION TO LASS 1 THRU ] 1 1- 6.25' 2 A-SmSA. American Shutter Systems Asiccictlan, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Veiocity BUrrcanc 2011 EASTERN METAL SUPPLY. INC. DrIng-not nNTM Accordion Shutter System KV. aAX #1 Wi DR W/O Ky. WNXW MADE AWING No 11-192 B". I "1', 0.035` TWCK �M... VARIES' 1 ASTU A-653 GRADE 40 M!n. C-60 GALV. STEEL METAL 11I135 AT IV O.C. o 43C 4Jo pT lie: 0.a05' Tw[K Min,; CONI. GALV. SRC TRACK CANNEL, i 0 6" O.C. r^ 0 6" ASTµ•A-653 JUOE AD U;n. C-60 I �' 26 FASIE*ED TO STUDS w/ (VI.,/2- LK S-N ON I-KISTIHC FWIS11 � � 39 INTERk EXIENIOR FAZE A$ APPLICABLE I MIN. SEPARATI'JN EXISTING GLASS Q TO GLASS (SCE SCHEDULE) -- 3/4: 6 IAA•. 0.035' iHiCK in..I EXISTING FINISH j1 I CONL GALV. STEE_ TPKIT CNANNII, ; A-653 AS APPLICABLE ASIM GRADE 40 Min. 0-60 GALVANIZED FASTENEO TO STUDS w/ (2) 16. 2' TEN SCR6V5 on I 4Jc ` 43a A INTERIOR k EXTERIOR FACE A 1 'S 6" O.C. _71 — i INSTALLATIONS W/ n HV BLADE & HV CENTERMATES INTO METAL STUD WALLS ar 475' Z T II w 43 1TI1 (TYP.) m T 6 QFNERAL " LIMI IONS AND CONDITIONS OF USE FOR BERTHAMW BLADE ACCORDION SHUTTER SYSTEM M METAL MD WA I. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY ^EN'ERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH (T ARRANGEDIN A SYT METRICAL LAYOUT. USE C (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. 1k'k BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE 21 APPLICATION WITH BLADE ICJ -I 2.000, MO..I- Mo�� -.053- J_,/4"0 NOMINAL ellluluulA gLEEVE 6063-T5 ALLOY SEPARATION TO CLARS5CHEDl1LF -3.000` L MO.. MINIMUM WIND ZONE ASTM E-1886 SEPARATION TO GLASS I THRU 3 1" 4 4` ita6 • 7 1.77•. O.C]5' IH!CK " .VAWES �.G. Min. ASTM A-653 GRADE 40 2`- Min. 0-do GALV. STEEL '' T _ .I MS WALL METAL STUDS AT 1E• J,C. in. �' HEADER/SILL INSTALLATION —EXISTING FINISH AS APPLICABLE 11 (TYP. TOP d: 6071011) — — — LEXLSTING GLASS �i - - y SYMMETR SE VAR'!E5SYMMETfCAL MIN.roGLASS NTERMATES W/ I 'CENTERMATES W/ 2I ACCESS SE INTERIOR ACCESS SIDEEXTERIOR �A.RATION (SEE SCHEDUJUQ. Max. --- - ------ - --- ----- ----------------- ---- ------- ---------------------------------- ------ ----------------- - 6. - --- 43c LENGTH + I' �1 j /4"0-20X3" BOLT MUST PENETRATE 3c 1" 1 .373" .250` r 05U' � I T n 0 -- 1/4"0-20 THREADS 43 1 /4"0 ELCO CONSTRUCTION PRODUCTS FAB-LOK HD COMPONENTS SCALE: 3/6'- 1' 1 !/4'. fi 1/4•e OA35" THICK Min. CONT. GALA. STEEL TRACK CHANNEL. ASTM A-653 GRADE 40 MIT,. G-EC GALVANIZED FASTENED TO STUDS w/ (2) YE.1/2' TEK SCREWS ON INTERIOR h EXTERIOR FACE a NV HEQLR/SILL ENDS VIEW Y 1(6" Min.) I 24 SIDE CONNECTION TO TRACK U 1 2 3 L/a' 6 1/2' MAX, SLACK ** (COOL) 6 1/2' (Typ.) 7'-- 7' HYA HY.@ BLADE $ ACK DETAIL HVF hy.� FLORIDA BUILDING CODE (Hon High Velocity Hurricane Ione, 02011 EASTERN METAL SUPPLY. INC. Shutter System j17AAAAAAAAi�� /TIMEAccordion C O 1Nt. . . . ■ H.V. BLADE p1 W/ oR W/0 KV. WT•OQW BLADE NQ. Q3167 '' = * ,•�*r -k `. American Shutter Syotoma A800CTOtlOn� Ir10. TI LLIT TESTING dl ENGINEERING COMPANY Ey, „ 0[SCRP ON DATE DRAWN BY: A.G. 1 OLD I1-G63 11/29/11 aTE: tt 25 11 2 DRAWING No r 6�3 N.r 36;6. Se., Sit. 3m, M „w WDE„S, narw, n166 (305)871-1530 . Fa.: (305)671-1531 4268 Westroods Drive • �1 '•• =. �o `CORIQP•` Nstt 3 .-mae: wlaoaoaa.cTKn A 11T'J. West PDIm Beath, FL 33407 —192 t SHEETQ • 1JY 1FLORIDALio.144107 WALTEn Pi. .E"A��l1AlIA fjB%DA.TE 1 L ECO role. TILLIT TESTING S ENGINEERING COMPANY WALTER A. TILLIT, JR., P.E. PRODUCT EVALUATION REPORT REPORT NO.: LATE: PRODUCT CATEGORY: 11-1205.07 December 5, 2011 Hurricane Shutters PRODUCT SUB -CATEGORY: Accordions PRODUCT NAME: Bertha H.V. Accordion Shutter System HV Blade 1 W/ or W/O HV Window Blade tilteco@aol.com FL P.E. License No. 44167 FL E.B. License No. (1006719 SUI MITTED BY:' American Shutter Systems Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida 33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System 1D # 1906) to the American Shutter Systems Association, Inc. (A.S.S.A.), based on Rule Chapter No. '9B-72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs -Florida Building Commission. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2010 edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.I).l: Drawing No. 11-192, titled "BERTHA H.V. ACCORDION SHUTTER SYSTEM",HV Blade 41 W/ or W/O HV Window Blade, sheets 1 thru 20 of 20, prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 11/,M424J). This drawing is an e integral part of this Evaluation Report. �4a�°�� c A. T//Z. .(f �! rA 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (3nyrf-1530 - Fax: (305) 871-1531 PRODUCT EVALUATION REPORT NO. 11-1205 07 2 2.2. TEST REPORTS: For Hy Blade 1 Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TABS 201 and 203, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01-03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E., jointly with ATL Reports # 1004.01-05 dated 11/16/05, signed and sealed by William R. Mehner, P.E.# 1214.01-05 dated 12/20/05, signed and sealed by Henry Hattem P.E. per protocols TAS 201,202 and 203 completed with ATL Report # 0317.02-06, dated 05123/06 Signed and Sealed by William Mehner P.E. also per Protocols TAS 201,202 and 203. Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2003; signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E 8. Report No. I I CM-223, dated 03/04/2011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # 1 OFM-718, dated June 22, 2010, and Report # 11 CM-233, dated 0304/2011 signed and sealed by Frank E. Grate Jr. P.E. as per ASTM E-8 Additionally, Deport No. 0210.01-11, dated 02/11/2011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 (weaker) for Keystone mountings. For HV Window Blade lA Large missile impact and cyclic Ioading under ASTM E-1886 and E 1996, as per section 1609.1.2 of the Florida Building Code. Uniform Static Loads in Accordance with ASTM E-330 per Section 1715.5.3 Test reports prepared by American Testing Lab of South Florida, report # 0505.01-08 signed and sealed by William R. Mehner, P.E. , and Henry Hatten P.E. Testing for polycarbonate Bayer Makrolon 3103 for fine burning characteristics, per sections 2601, 2602, 2607 and 2612 the Florida Building Code, per ETC Laboratories report # ETC 07-1095-1901 S.1, dated 12/14/07, signed and sealed by Joseph Labora Doldan P.E. Testing for Polycarbonate Bayer Markrolon 3103 for feathering /(UV exposure) per ASTM G-155 and ASTM D-638, per section 2612 of the Florida Building Code, per ETC Laboratories report # ETC-07-1095-19015.1, dated 12/14/07, signed and: sealed by Joseph Labora Doldan P.E. Tensile test as per QC metallurgical Report # 9GNI-693, dated July 21, 2008 signed and sealed by Frank E. Grate P.E. as per ASTM E 8 Qualifications for Sabic Innovative Plastic Polycarbonate jtht'e ri�'1°"03equivalent as per letter issued by Sabic, dated 7117/08, addressed tot r'n' tali `'ply Inc. to approved ff 9034 sheet grade with NOA# 08-Q 5 •''ac�ti lirig,.`l burning characteristics, weathering and structural (mechanical) ropeitiep" 0 67 PRODUCT EVALUATION REPORT NO.11-1205.07 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., July 31, 2006, May 23, 2008, July 1, 2011, October 27, 2010 April 27, 2011 and August 8, 2011 signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE EMPACT RESISTANCE: Large missile impact under section 1609.1.2 of The Florida Building Code, as per ASTM E 1886 and ASTM E 1996, as well as Protocol TAS 201 ( for Blade 1 and HV blade 1 qualified thru HV3 Blade, Weaker Blade For Keystone Mounting) And per ASTM E 1886 and E 1996 (for Blade IA). 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade 1 shall be as indicated on sheet 11 of 20 of product Evaluation Document (P.E.D.), Drawing # i 1-192 at detail "M" on Sheet 7 (for Keystone Mounting "M''), 20 (for metals studs) and 12,13,14,15 of 20 of Product Evaluation Document (P.E.D.) , Drawing # 11-192. Maximum shutter Span and anchor spdcing for Window Blade IA shall be as indicated on sheet 19 of drawing 911-192. Accordion Shutter System with 11V Blades 1 and IA has been verified for code compliance to work as a non —porous storm shutter assembly, as per section 3.3.2.7 od ASTM E 1996 Standard. 5. INSTALLATION: For HV Blade 1 Shall be performed strictly in accordance with the details indicated on sheets 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and 20 of 20 of Product Evaluation Document (P.E.D.), drawing No. 11-192. Minimum separation to glass shall be as indicated on sheets 11 of 20 of Product Evaluation Document (P.E.D.), drawing No11-192. Requirements for use of locks and/or locking rods shall be as indicated on Notes 5 of 20 and note 10 on sheet 1 of 20 of Product Evaluation Document (P.E.D.), drawing No.I 1- 192. 1 The F1V Blade Working in unison «fth Hv Blade lA, shall be performed strictly in accordance with limitations included on sheet 19 of drawing # 11-192. Minimum separation to glass shall be as indicated on sheet 19of drawin4�JAW,, PRODUCT EVALUATION REPORT NO. I1-1205.07 4 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 20 of Product Evaluation Document (P.E.D.), drawing No. 11-192. Anchor specifications for HV Blade 1 shall be -as indicated on sheets 13, 15, and 20 of 20 of Product Evaluation Document (P.E.D.), drawing No. 11-192. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 and 13 Indicated on sheet 1 of 20, of Product Evaluation Document (P.E.D.), drawing No. 11- 192 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, wood frame structures, and Metal stud walls.. Product .Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida E13-0006719). ENd . s�C ... ST 0NA1.�i �,�i'lot