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Home My WebLink AboutSUBMITTED PAPERSPLANNING &-DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SCANNED 772-462-1553 B Y St. Lucie County APPLICATION FOR STORM SHUTTER PERMIT 1. LOCATION/SITE ADDRESS: (� �► �v� e r �, Car- . �� Q,^CSL , �1 3 yaS > 2. PARCEL ID NUMBER: I 1 Z -- S ©Z — C7 I l k— O 0— 3 3. DESCRIPTION OF PROJECT: -c..c� r- C�'� o ✓� Sin v,�s-� 2..rs 4. TYPE OF STRUCTURE: SFR MOBILE HOME: 5. OWNERS INFORMATION \ (�� _ \ NAME: %G►'� C eS �/ l 0,y 'Cyp_\ 1'D ADDRESS: 5(,o Sl U"_ CITY: STATE: F ZIP CODE: �`I 0\S) PHONE: -)-72- - 5 9 - 33 3�0 EMAIL: 1 O LA_ 'V k CCY- i e (;3) O`O \ . Cz-�,Y-_-) OTHER 6. CONTRACTOR'S INFORMATION FL REGISTRATION/CERT #: COUNTY CERT #: L+ 9 BUSINESSNAME: �•� F�y�r[ C1iy�e S�y.�-��'5�,1-�C PHONE NUMBER: `-I 1 Z— -7 9 EMAIL: C,(- Y,L 6Z� A , Qjow) Type of Surface attachment: . Wood Frame Concrete/ Masonry Other PRODUCT TYPE PRODUCT DESIGN PRESSURE' PRODUCT APPROVAL # REMOVABLE PANELS ACCORDION -' 129 — R 5- ROLL-UP FABRIC OTHER I 1 ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ONBACK. 7. VALUE OF CONSTRUCTION: $ "q, S") S ' 31 PERMIT FEE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. ��Y►G�n 1/rvl )oL,Sel � ot�� PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER SIGNATUR OF OWNER OR CONTRACTOR/QUALIFIER r.. STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS C._? DAY OF OR WHO HAS PRODUCE I SI NATURE OF TITLE: NOTAR P BLIC 0IPERSONALLY ICDIOWN TO ME HUF�� MYCO QE K TYPE OR PR NAME OF NOTARY ?�` SSION # E-E 083530 COMMISSION -NUMBER— P �°��, Bonded Th", N t April Und 15 enwiters NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SLCPDSD Revised 4/10/2012 JC JOSEPH E. SPfiiTH, CLERK 0= THE CIRCUIT C;{T SAINT LUCIE COUNTY FILE 4 3860422 07/30r2013 at 0320 Pro OR BOOK 3543 PAGE 2599 - 2gyg Occ RECORDING: 310.00 ,E OF COMMENCEMENT oNo./3)Z — ,�OZ.— O 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. Leaal Description of Property: (and street address if available): vg o s\, o �e> 'h a --,e `Two 330 Lf 1 (o Od2 z 09�, General description of improvement: -L- LLia-7 f o/0 ©ate Owner information or Lessee information if the Lessee contracted for the impro, Name \—no y).C- G V-e -4P- ) Address S Interest in property: 1 0 0 Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: •y • HvA'^ r CO,*' e- Contractor Address: 0 01 c� OZ x e i wv. SuJ Phone Number: -?"i2— -7QV _ ks-a f Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Phone number: Lender Name: Phone Number: Lender's address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1) (a)7., Florida Statutes: Name: Phone Number: Address: In addition to himself or herself, Owner designates Lienor's Notice as provided in Section 713.13(1) (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 COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR . . IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 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. _ A U (Signature of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) The foregoing instrument was acknowledged before me this S day of 2021 By&961 A 6 /147-14(K as (/ � for- i�fu ro�A. #AZAR E NoUry Public • StIte of Florid My,Comm. Expires.Feb 16. 2011 Commission N EE 170562 , Name of Person Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed Personally known_ (Signature of Notary Pubic S to of Florida) (Print, Type, or Stamp Commi ioned Name of Notary Public) Chavenello Frances 5619 Sunberry Circle Fort Pierce, Fj q 3,4 9 5 1 4-V w 61 IGTH OPENING DT ri # 1 6199 69'9 # 2 23.75" 4591' # 3 85.599 6895 # 4 59.599 809 # 5 33.50,15 8055 # 6 33.5055 8095 # 7 43.2559 4555 r W1 w \V O N Florida Building Code Online Pagel of 3 t lit ®-frof,r Requiation' V. r Flodda Depanmen d BCIS Home Log In i User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff i BCIS Site Map I Links I Search Busines/ QOUSER: ProfessiY�al Product Approval Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail FL #EI389R- Application Type Revision Code Version r;�y200 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Bill Feeley Irodriguez@easternmetaI.com Category Shutters Subcategoryccord.ion- Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i� 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 National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmann Jr. ,4 Validation Checklist - Hardcopy Received Certificate of Independence FL389 R5 COI ASSA certification of independence drwq 11-192.pdf Referenced Standard and Year (of Standard) Standard Year. ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 http://Www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53... 8n12013 Florida Building Code Online Equivalence of Product Standards Certified By ,I Sections from the Code '*t Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Licensed Professional Engineer or Architect FL389 R5 Eauiv EQUIVALENT LETTER ORIGINAL.pdf Method 1 Option D 12/21/2011 12/21/2011 01/31/2012 04/03/2012 06/28/2013 Page 2 of 3 Summary of Products FL # Model, Number or Name IDescription 389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks 3 - (Non-HVHZ) - Drwg 11-190 (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R5 II drwo 11-190 ASSA.pdf 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 13'-0" for 40 FL389 R5 AE product evaluation drwg 11-190.pdf Created by Independent Third Party: Yes p.s.f. ASD negative load the HV3 blade w/o window blade, 5'- 6" for 110 p.s.f ASD load for HV3 blade w/o window blade and 9'-6" for 62 p.s.f for HV3 blade w/ 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 number 5 of installation drawings for other spans and pressures. 389�� ` Onlyh�( on FVIIZtte) Dnivgllra 9,zv (tfi p and Bottom) fqr sto�lrnprotebla''oesretainedfbyvtracks; c Limits of Use Installation Instructions Approved for use in HVHZ: No w. Approved for use outside HVHZ: Yes FL-389- R5—iI :ASSA drwa-ll-!192,pdfr,., _Q Verified By: American Test Labb of Soufh. 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 FL389 R5 AE. ASSA Prod uctevaluationreportdrwgi1192 pdf Created by Independent Third Party: Yes p.s.f negative ASD load depending on centermates and locking rod configuration for the HV1 blade, 8'-0" for +64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0" for +75, -75 p.s.f. for metals stud mountings and 8'-0" for 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- Extruded aluminum interlocking blades retained by tracks COMBO- (Non-HVHZ)- Drwg 11-194 (top and bottom) for storm. protection, _ Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R5 II ASSA DRWG 11-194.pdf 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 Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load Evaluation Reports FL389 R5 AE ASSA Product -evaluation report drw4 11- 194. df for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively j Created by Independent Third Party: Yes Back Next http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53... 8/7/2013 Florida Building Code Online - - Page 3 of 3 Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 ?' The State of.Florida is an AA/EEO employer. Copyright 2007-2010 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: ® ®. cC1-_c securlt 1 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53... 8/7/2013 GENE L NOTES �, - 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P,E.D,) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2-010 EDITION OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL. NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC -WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A OIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7--10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11, 12, 13, 14, 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULPPLYING THEM BY 0.6 IN ORDE1£0 COMPARE THESE W/ MAX. (A.S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11, 12, 13, 14. 15, 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVER STRESSED, A 33 X 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 SYMM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS ' BEEN VERIFIED IN ACCORDANCE WITH SECTION 1809.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS; --HV BLADE (D #0214.01-03, #0715.01-03. #1004.01-65, #1214.01-05. #0317.02-•06;•#0609,01-10 AND #0210,01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS (MISSILE LEVEL D. WIND ZONES 1, 2 & 3) & #1220.01=10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE. -HV WINDOW BLADE 0 f0505,01-08 AS PER ASTM E-1886)AND E-1996-(MISSILE LEVEL D, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND # 0725.01-88 AS PER TAS 202 PROTOCOL, 2. HV BLADE O AND HV WINDOW BLADE @i ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL 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 #144,75" AND #140.75" RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 133,0 kei YIELD .STRENGTH AND 180 ksl TENSILE. STRENGTH, PINS SHALL BE COATED WITH BERTHA HV OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKINGON THEIR HEAD, 4, ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATIQN ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 60W-T6 ALLOY IS 30,0 kei AND 35.7 ksl FOR 6005-T5 ALLOY. 5, ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 'DIN 50018 WITH 50 kei MIN, YIELD STRENGTH AND 90 kei MIN, TENSILE STRENGTH. AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 8. BOLTS TO BE ASTM A-307 CALVAN'iZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksl MINIMUM YIELD STRENGTH, 7. SEE THE FOLLOWING SHEETS •-FOR-.ANCHOR SPECIFICATIONS: HV BADE (D : 12,1-3,14,15 AND 20 HV BLADE-(D--& . -WORKING -IN UNISON: -1.2. 13 do IS- 8. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM SEARS A U.S. PATENT JW779,5a2, COMPONENTS OF THIS -APPROVAL ARE COVEIRAD, IN WHOLE OR IN PART BY U,S.-PATENT #5'458;179 ISSUED TO 'EASTERN METAL SUPPLY, INC. 9: IT- SHALL BE -THE RESPONSIBILITY OF THE CONTRACTOR TO VMfY THE SOUNDNESS OF THE 9T'tr UCTURE WHERE SHUTTER IS TO BE. -ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES -WHICH REMAIN. THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN-INTRUSION. 1 G. EACH UNIT' MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, . t LUST PROPERLY CLOSE ALL HV AND HO CENTERMATES AND -ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER W ACCORDANCE WITH SECTION 1715.8,3 OF FLORIDA BUILDING CODE, ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1715.8.2 OF THE FLORIDA BUILDING CODE. 12, BERTHA HN. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN.THIS DRAWING 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 SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (4) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SW..M OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTR=ION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. ' (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E,O,R.) FOR THE PROJECT AND -WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF'THE P.E.D. ENGINEER OF RECORD, ACTING AS'A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED 17, +��r--- ---sir t',toA' vi ' T S�• • Q Llat: P.E. n ��TIJO/DATE IL Z. of f4c. TILLIT TESTING 6C ENGINEERING COMPANY 55 N.W. 3$tti. Sr., Ste. 30 ' WROIW' t1AFDW5, FLOAIOA 33188 Phone : (305)871-1330 . Fait 1 (305)871-1531 e-mail: uteco0ool.wrn EB-0006719 WALTER A. TiLUT Jr. P.C. FLORIDA Lie. f 44167 kf M] Aus mice► ARFAL, aLAOES T _ GENERAL NOTES SHEET A SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER, ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE do WINDOW DETAIL A8FA 2-*,Hv 13MLI AND, HY INDOW ®LMIE (wrap{ APP_UQML.I`i TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK 'SHEET 12 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE do BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTAL-tA=N- DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-Xir WOOD -.SHEET 17 END CONNECTION DETAILS 7-12 & X,. WOOD SHEET 18 _ RFD- 3; 8Y WINDOW --OWE A0= - TYPICAL SHUTTER ELEVATION SNEET 19 INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 A.S.SwA. American Shutter Systems Association, Inc. 4268 Westro0ds Drive West Palm Beach, FL 33407 n Hkih Velocity Hurricane Zone 0 2011 EASTERN METAL SUPPLY, INC. o Gin ■ T TM 41 ,accordion Shutter System H.V. 8 AEA #1 W/ OR W/01 KV, YNlniDCW' BLADE t OLD- 11-063 11/29 11 we 11 /29/1 DRAWING No 3 11-192 a SHEET 4 1 OF 20 FOR WNDOW MADE Z9 0 I 4,37I 4.857" (�)AY 8Ia COVERED UNDER US PATENT # 5458179 4 err. kIDO t. AD * 'SEE LIMITATIONS OF USE OF'BLADE (f3 ON SHEET 19 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE (} 6063—TS ALLOY AND TEMPER '11 HV OElUK9 HEAD Q URED FOR USE W/ HV BLADE (I ONLY, SEE SECTIONS FOR VALIDITY'" 6063—T6 ALLOY AND TEMPER MIN. XIMN. Y A1N, t 1" I 1" .052 j .SIDE AN= QUALIFIED FOR USE W/ HV BLADE (1) 60B3=T6 ALLOY AND TEMPER Q VANES ss,454" 4.9s9` HV UNiYER�LFLOATER QUALIFIED FOR USE W/ HV BLADE O 6005—T5 ALLOY AND TEMPER. .oss' (iYP,) n. 897`- QUALIFIED FOR USE w/ HV, BLADE '(1) 6063-76 ALLOY AND TEMPER 47 HY.,:dEADE� ILL QUALIFIED -FOR USE- Wf HV BLADE 1OONLY 6063—T6 ALLOx AND TEMPER MMINUM RGILIES QUAU=IED FO USE W/ HV BLADE U) ONLY, 6063—T6 ALLOY AND TEMPER �� QUALIFIED FOR USE w HV BLADE 6053-T6 ALLOY AR TEMPER EIIL....WALK- CiVEIt .TRACK QUALIFIED FOR T E Wf HV BLADE b 6063—T6 ALLOY A TEMPER 3 kND - ElW,V- HEADEIRajLL "QUALIFIED FOR USE W/ HV BLADE a SEE SECTIONS FOR VALIOfTY. 6063—T6 ALLOY AND TEMPER COMPONENT A B T1 T2 2" 5" MAX. 1/8" 1/B" T8 2" 5' MAX, OJ92" 11.192" i9 2,5" 7" MAX. 0.190" 0.190" ® 2" 5" MAX, 0.139" 0.131" /0�ei1i.1'r,.ro, RA• T144r� .I� 67 ; TE ILI E O I,4 . Y / 1. 91" �- 1.200' Ni 0 HV 9Q''/1 a� EARTER QUALIFIED FOR USE W/ HV BLADE 0 6063—T6 ALLOY AND TEMPER .91 IRENCH., TRACK QUALIFIED FOR USE W/ HV BLADE 0 ONLY. 6063—T6.ALLOY AND TEMPER NO . (ALL HEADER/SILL QUALIFIED FOR USE W/ H`V BLADE � ONLY, ALLOY 6063—T6 ALLAND TEMPER X Y t 2" 2" 0.125" 3" 3" 0.090° V�NQ UALI -USE W/ HV BLADE 1D 6063—T6 ALLOY AND TEMPER TILLIT TESTING & ENGINEERING COMPANY 55 N.W. 36M Ste, Sta. 303, NIRGt W GARMM.. FLMOA Ml86 Phane : (305)871-1530 . Fax (305)871-1531 a^mail: tatecadaol.com EB-0006719 WALTER A TILLIT Jr.. P.E. FLORIDA Uc. 144467 f Nx RAINGUARQ QUALIFIED FOR UlE W/ HV BLADE 1 6063—T6 ALLOY A D TEMPER BUILDING CODE f Non So V A.S.S.A. American Shutter Sptems Aasoala fort, Inc. 4 68 Westroads Drive West Palm Beach, FL 33407 Hurricane Zone 2011 EASTERN METAL SUPPLY, INC. W ■ F" 0 111117111118% ■ R V TM Acwrdion Shatter System KV. BLADE #1 W/ OR W/O KV. WNa0W I 1 I -OLD 11-063 111/29/111 DATE: 11/29/1 1 a DRAWING No I 4 11-192 i 21 HV &ENTERMATIE QUALIFIED FOR USE W/ HV BLADE 10& @ ONLY 6063-T6 ALLOY AND TEMPER PLAN � FRONT ELEVATION 10CKER FOR "T" . LOCK CEN QUALIFIED FOR USE W/ HV BLADE 0 ONLY 6063-T6 ALLOY AND TEMPER CUAUFIED t FOR USE W/ HV GLADE & A - 6063-TS ALLOY AND TEMPER VARIES, 12" MIN. 1/4' 0-20 S-S OR 3/8"4-18 Cl�_AdVAL THUMBSCREWS. (SEE DUALS). LOCKI G RCQQ QUALIFIED FOR USE W/ HV SLADE 01, 6063-T6 ALLOY AND TEMPER A 35 INSTALLATION WILL REQUIRE A 7/1 8" HOLE . DRILLED AT TRACKS FOR PROPER EMBEDMENT QUA�Z �s, ED FOR USE W/ HV SLADIE1 & 1 ONLY 6063--T6 ALLOY AND TEMPER I ` a* to W M N PAL11NEY0 FOR USE W/ HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER FU7 HEAD/ THREAD D 'K CAST S.SJJ.S. / HOUSING ENAMEL 1/4"-20 ' ! BAKED PAINTED THREADED (2 TYP,) o , �A _ a? OD r � 875" __ 1 BRASS CYLINDER 8t KEYS (CHROME PLATED) kM LOCK .I QUALIFIED FOR USE W/ HV GLADE T & a ONLY. QUALIFIED FOR USE W/ HV BLADE OONLY ��MAL�....�+��I�� so63-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE ONLY 6063-T6 ALLOY AND TEMPERR'' AD CgHT9RWE VIZ LOCKING 89D QUALIFIED FOR: USE W/ HV BLADE Y & 1A 6063-T6 ALLOY AND TEMPER N �A__j 375"0 FIED FOR USE W/ HV BLADE M Its R 4 167 STATEaF ti Vqzx t P DATE 3..161 • SANaE QQUALIFIED FOR USE W/ HV BLADE 1 & 1A 6063-T6, ALLOY AND TEMPER t1/2" HV .1- 4" 1! ZQ . A SI ' 304 QUALIFIED FOR USE W/ -HV BLADE >0 TILLIT TESTWG & ENGINEERING COMPANY 6355 N.W. 3M. SL. Ste. 305, MRGNIA GAgaiN% FWRDA Sales Phone : (335)871-1530 . Fox- : (305)871-1531 a -mail: wtw4000l.com E13-.0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Ue. j 44167 22 M — � L 0 En R K at �Y T* QUALIFIED FOR USE W/HV-SLADE 1d ONLY. DIE CAST HOUSING ENAMEL. 8AKEO PAINTED 0"S TURN KNOB. a — BRASS CYLINDER (CHRWE PLATED) HY EGRIEss LOCK QUALIFIED FOR USE W/ HV BLADE (1) & ® ONLY, 250" 0.D. PLASTIC, HEAD - t 18 518, -MOLDED TO 'n co SCREW c r .380" AFTER RIVETING .8 5' 1 /4",g--20 �( 3 �,� BEFORE _RIVETING Iru 1 /fig-,10.RLYNUT* *SERIES 0444 ALUMINUM (2024—T3 ALLOY) LfiROE FLANGE THIN SHEET NUTSERT, PART f 0820. AS MMILIFACTURED BY AVM CHERRY TEXTORN, PARBIPPENY, NEW JERWY 07054 aR EQUAL. W.ALTERNATIVE LOCK QUALIFIED FOR- USE W HV BLADE rl) ONLY, I •TH NSTURN CYLINDER OR KEY CYLINDER BY RECENT HARDWARE MORTISE -LOCKS SE"r 23-33 HOOK SOLT LOCK. QUALIFIED FOR USE W, HV BLADED& FLORIDA BUILDING CODE (Non fiigh Velocity hurricane Zone AsSwSwAwl American Shutter Systems Assaaiction, Inc. 4268 Westroeds Drive West Palm Beach, FL 33407 2011 EASTERN METAL SUPPLY, INC. mw m wx M. w-1.M " . TM Accordion . Shutter System H.V. 8 AX #1 W/ OR w/o KV. WNDOW RADE CAM: 11 /29/ 11 DRAWING No 11--192 SHEET SHUTTER ASSEMBLY SCHEDULE FOR HV HV HV BLADE 1 - ® HV BLADE 1A HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. - 0.188"d AISI 302 SERIES S.S, RIVETS HV 1 3/4" ACCORDION PIN W/ #$ HEAD HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WIN00W d U ©OR �a EXTERIQF (D ORVECIOEU or TEFOI MENTS, a� (1) HV PIN ® SHALL ALWAYS BE USED AT- ALL EXTERIOR"- `- w� BOTTOM. KNUCKLES OF HV ACCORDION SYSTEM W/- HV i OR HV i A BLADE. TYPICAL tHLITTER ASSI (2) HV PIN ® MAY .BE USED IN LIEU OF (9 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV BLADE WHEN CORRESPONDING TO INSTALLATION 11 ", SHEET 7.�r , TYPI (3) HV SHALL PIN OR @ W/ 1 /2" Q.D. 1 /16" THICK S.S. WASHER BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET N.T.S. CIA r ¢' 167 kr Jr STA F nE Sal ..........�y\ +I,!► P.E.•yy mg�nn 1. -� 7 HV PIN 4@ OR (9 AT EXTERIOR SLA6E'S KNUCKLE. (SEE NOTE * FOR REQUIREMENTS) v TILLIT TESTING do ENGINEERING COMPANY k CM N.W. Mn. St.. Ste. 3OS,.)ARGINbk GA V;NS. FLORIDA 33166 �`�� Phcne : (305)671-1530 . Fax : (305)871-1531 e-man; t&tecoOaol.cam E8-0006719 WALTER A. TILLIT Jr. P.E. ATE FLORIDA Lie. f 44167 BLADE'S KNUCKLE (TYP) 2 7/8" MIN CLEAR SEPARAT16N BEFWEEN BLADE OPENINGS EXTERIOR II T-1 0 t 5 aN C 721 /4' CLEAR BETWEEN .0625• ,1875' iH BLADE .4625" x_x .0625" .0625" AW .0623 [ad .0625" ,4," ER5 \' N.T.S. r POLYC-ARI3ONATE IMPACT RESISTANT. HV WINDOW �.., BAYER MAKROLON 3103 POL.YCAREIONATE 12" MI% c U 4CE RESINS, UV —STABILIZED GRADE OR SABIC To -S ADE M INNOVATWE PLASTIC-LEXAN 103 RESIN , (SEE NOTE "F" ON SHEET A9). . 'POLYCARBONATE SOURCES FOR . APPLx21Wr RESULT Sam vac TYPICAL PROPERTIES STANDARD REFERENCE waow / Sao" ttC31Ng1K/3{ ]SQ8 PAW um 103 RIM . P SPECIFIC GRAVITY AMW 0702 0.043 Ib/In' 0.643 lb/tn ME ANICA . TENSILE YIELD STRENGTH' AMW D438 0,400 P.9.1, 0.600 P.a,i, FLEXURAL STRENGTH AT YEW XTM 0790 14.500 P.A.i. 13,400 P.al. FLEXURAL WODULUS ASTM 0790 340,000 P.O.,. 34SAM P.A.I. Its NOTOHED ROD AMM 0256 18 Fr-lb/in 17 Fr-MAn FlNF LANIN� y'TERISTICS• SMOKE DEN'91TY ASTM D2843 47.2 Z 64.6 S MAX' RATE OF WFINING AST►A 0433 0-1 CLASS 6-1 CLASS SELF IGNTTTOIN ASTM D1029 1040 'F 9M 'F K&THIERNO• ASTM G155. TENSILE STRENGTH AFTER WEATHERING ASTM 838 9302 P.S.I. 8840• P.A.I. TENSILE STRESS REFORE WEATHERING ASTM e38 8461 P.A.I. 4w p.2j. - AnSuSsAm American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beoch, FL 33407 CODE (Non Nigh ' Velocity Hurricane Ztrne Q 2611 EASTERN METAL SUPPLY, INC. Mann not n W TM Accordion Shutter System H.V. MADE #1 W/ OR W/o H.V. WtNDQW BLADE 1 OLD 11-063 11/29/t 1 DATE:. 11 /29/11 2 I DRAWING No 3 11-192 6 SHEET a0aF ORO1 HQ4-HyA. I� Ipp� �i to SEE ENO --� CONNECTION DETAILS ON SHEETS 10 & i8 TYP. FULL HEIGHT, }0 +®+o t iOR * MnTCC AA! LIV I Af%L C A un-Avkivr0h1 ATCC. I. MAHU= GQbff9= J17!1 ONE HV LOCK 2� or (a SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW ! 2 OF SHUTTER SPAN' FOR SPANS UP TO 105", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK ,�2g1 or Qj MAY -BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0 OR CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S, LOCATION OF LOCK SHALL BE AS INDICATED CN TYPICAL SHUTTER ELEVATION. 2• L 1F 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 SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCH ION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. • LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY �D IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 0 OR AN' ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. ONE HV LACK ® S ALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT AN ELEVATION. HV LOCK (5 or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) t/4 0--20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LbCKINQ' RODS AT TOP & BOTTOM SHALL BE 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, 8. On 2L ONE ALTERNATE HV LOCK_, MAY BE -USED IN LIEU OF HV LOCK or FOR ANY SPAN AND INST TIONS AT ANY ELEVATION. ALTERNATE LOCK- ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHMENT OF 1 /4" O-20x3/4" S.S. THUMBSCREW TO 0 OR ® CENTERMATES SHALL BE MADE •W/ 1 /4"0-20x3/4" ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL'IRE USED AT 1 /2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6-_wwA= Comm 13-. m- olSY1eNC, IrrSfieuc•� a� f ems_ ONE HN! -LOCK 0 or-8 or 4� SHALL 13E USED -AT 1/2 OF SHUTTER SPAN FOR -ANY SPAN OR, 12" ABOVE Oft -BELOW 1/2 OF 'SHUTTER SPAN FOR SPANS UP' TO fle, AND -FOR INSTALLATIONS AT ANY ELEVATION. HV LGCK 0 or @Far ® MAY BE USED AS AN M OE OR OUTSIDE LOCK, ATTACHED TO- 6 or 0 SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" -LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, USE OF LOCKING RODS 0 W/ OR 0 TOP AND. BOTTOM IS. COMPLETELY MANDATORY.- *b,OT ON MY "T" - 0!QKS AND CENTERMATES: ZNER 1. ZMATE •• ONE ALTERNATE HV "T" - LOCK IAAY BE INST�LED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION, ALTERNATE LOCK 00 AY BE USED AS AN INSIDE OR OUTSIPE LOCK. ATTACHMENT OF LOCK ® INCLUDES USING REINFORCING LOCKER -V , AS SHOWN ON SECTION HVG, SHEET 0, WHICH MUST BE CONNECTED TO CENTERMATES @.AND 0 W/ 1/4"0-20 x 1 1/2" ,LONG S.S. THREADED BOLT W/ 7/8'0 x �/32" WINGNUT OR W/ 1/4-0-20xt" S.S.M.S, INTO A i/4"Ox 5/8" RIVNUT, LOCK MAY BE. INSTALLED AT MIOSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF IWO LOCKING RODS 0 TOP AND BOTOM IS MANDATORY, HD KS A 9ENJERMATES: 1 •194 Im dOmAmAms QR &J ONE ALTERNATE HO LOCK @ MAYBE USED IN- LIEU OF HV LOCKS 2 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK f�4 MAY BE USED AS AN !NSIDE OR 04TSI0€ LOCK. ATTACHMENT OF HO LOCK TO ® 19 W/ J, 18. x 3/8•" F,H, S.S.M.S.. AND INCLUDES REINFORCEMENT INSERT 5g AS SHOWN ON SECTIONS- HDB-HV --AND -HOC-•HVC, -SHEET 10. LOCK MAY 6E INSTALLED AT MIQSPAN- OR 12" MAXIMUM BELOW DR ABOVE MIOSPAN, USE OF LOCKING RODS 3@5 It COMPLETELY OPTIONAL. elocitY Worriccne /flfff,•�� A. TIL ��-� 02011 FA4STERN -MFTAL SUPPLY, INC. .• 1GENS F-110 Accordion Shutter System KY SUM CR MAIM #Z W/ W/O RV, WNCDOW TIL LIT TESTING do ENGINEERING COMPANY • �i�• %� ; American -Shuttor Sys s�fem A480C�D�Ofl� Inc. H �SCRIF 14 DATE DRAWN SY: AG. 1 OLD 1-463 11 29/1 DATE: 1 1 29 11 8355 N.W. 3sth. St, to. 305, v%RrM aA MNS. Fl.OMDA W1 bs Phone t (305)871-1530 Fox : (305)871-1531 4268 WesErcads Drive 1 2 !`�.''• OR1 .� ' �� 111, ••.......••' . a -moll: tiltccoaool.eom West Palm Beach, FL 33407 DRAWING qNo 3 �� f�1 �-�►9. 0NAL �� WALTER A. TILUT1Jr, P.E. 11 — 1 92 4 rs tiff P.E. I�&A�f 6E/DATE FLORIDA Uc, / 44167 .5 - SHEET ME i►r n�f POUF �JNCRETE POURED 1--CONfRETE ANCHORSOR COIJCf±ETE BLOCK POURED J {SEE 5CHEDULE ON REQUTA80 1/4"4-200/4' S.S. CONCRETE CONCRETE-, SHEET 13) CONCRETE ANCHORS MACHINE SCREWS REQUIRED REQUIRED CONCRETE ANCHORS T 7 $A FOR (sue MnuNnNo Q) oN SHEET 71 / r SHEET t 3)SEE aULE ON WJ 1/4"-20 / (SEE SCHECULL ON SHEET 13) 1 ` f NUTS ®12" O.C. __--- 12 OR T �I Min. ,_ 1 /4*0-2Ox3/4" S.S. EQ 1MCkIVE SCREWS _-- EQ EG-] - USING 1/4"-20 NUTS 19 -_- ® 12' O.C. 1/7% .250" Max. I - - - 13 t)R cJ r -- J I I i a -- - I .250" Max, - D,* t i E. I i OPTIONAL I OPTIONAL 1' OR �� MIN. SEPARATION TO GLASS i EXISTING i ING CH SMT 10 FOR I I J � 1 EXGLASS --'�-(SEE SCHEDULE ON SHEET 11) I itA�S(D , MIN. SEPARATION TO GLASS CLASS�"' (SEE SCHEDULE DN SHEET 11) I l EXISTING GLASS I �`� �' Hy WALL _.HEALIER i�NST_A EXISTING I MIN SEPARATION TO GLASS GLASS---i i I —(SEE .SCHEDULE ON SHEET 11) MN. SEPIIa+dtaN m lee I r 1 OR MIN. SEPARATION TO GLASS l ('GLAS§"'� --. itFOR �(D� i"(SEE SCHEDULE ON SHEET 11) C1N slimlls pw- 1 i EXISTINO OPTIONAL - I GLASS- 7 VA�.�i Max. OPTIONAL i i 1/4" Max.AL 1 DR 15 I- 'UL� 3 OR, ' -- t\- �R 4 r-- -- --- L&Rg 1//4"{A-20x3 4-" S.S. EQ EQ PHILUPS TRUSS MEAD MACHINE SCREWS U81NO - CONCRETE ANCHORS t/4"-20 HUTS ®. 12" O.C. (SEE SCHEDULE ON SHEET • 13) Min POURED CONCRETE OR CONCRETE BLOCK A NCRETE ANCHORS WALL REQUIRED HY . ALL SILL INSULLATION / (SEE SCHEDULE ON ""'"'r" POURED CONCRETE—i SHEET 14) OR CONCRETE SLOCK NOTE FOR COMBINCON OF 2ECnONra WALL REQUIRED �` BY WALL SILL. INEA v 'TI N 1- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEN9LY * E. D. - EDGE DISTANCE •SEE M NUS9 FOR 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET t3) BLADE ONSHEET A IN ANY WAY TO SUIT ANY INSTALLATION. ORID ,i/n.. s . •Gl�� .11 P.E. TILLIT TMING do ENGINEERING COMPANY 6355 N.W. 36tN. St, sta. 305. V1R w-CJIRoms' ajord l M I as Phone ; (305)471-1530 . Fox : ,(305)871-1531 e-mail; taccoeaol.00m E6-G006710 WALTER A. TLUT Jr. P.E. FLORIDA LIc. f 44167 ITE .250" Max. 1- / i e��/\/ CONCRETE ANCHORS TRUSS -20x3/4" S.S. PSCRE S �V (SEE SCHEDULE ON TRUSS HERO MACHINE SCREWS POURED CONCRETE t SiiEET 13) W% 1 /4"-2fl NUTS 12" O.C. OR CONCRETE BLOCK REQUIRED O NY WALL, 5I t5TALLA-110R. INSTAMT10N DETAI:L.S W/ T HV..�BLA-DE A.S.SwAn American buffer Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 334-07 CODE(ikon "1'-gh Velocity Hurricane.. Zone 02011 EASTERN METAL SUPPLY, INC. Accordion Shutter System H.V. MADE #1 W/ OR W/O H.V. W1NWW GLADE Y. No 00CMPITOR DATE, DRAWN BY; A.G. 1 OLD 11-063 11/29 I 1 DATE: 11 2S/11 2 DRAWING No 3 11--192 5 1 SHEET POURED CONCRETE REQUIRED 16 EXISTING 1 GLASS--1 1 WL twARAADN I SCFf;IItI.E lxi 9•EET ON 9-87 12 FOR 1 Blm6 9 8 Q�1 g dA ok srimT „) EXISTING GLASS , t 1 W i I I , #143,4- HEX • HEAD 1 TEK SCREWS 0 9" O.C. s OR 1/00-20 S.S. M.S. W/ NUT a 9' Ole. CONCRETE AI`,- ,is (SEE SCHEDULE ON SHEET 13) EDGE OF j 1 ! FOR &ME � SLAB IF s ON SIf>:'T 10 0. APPLICABLE EXISTING ' 81a 30,E @1 / GLASS ALTERNATE-\ Q ' ANCHOR r t LOCATION 1f OR hn I fl 13OR15 7/8',41 T 7 EDGE O SLAB 1F APPLICABLE POURED OR (�4 CONCRETE REQUIRED E. O OR (:ONCRETI =ANCHORS (SEE SCHEDULE ON SHEET 14) vs , H i t�� f>W w1*101z= IA _' . 1 ! EXISTING - -� GLASS Oft AROON ---(SEE SOMMW M a+ ll) I 1 �8` J/,/ r— j—�-- 1 2`7- EDGE OF SLAGIF VA//(/ �— 1 OR 1 -,� `—U DON. SV*AA0N TO CLAW i �' 1 EXISTING i CLASS�j s 1 !-(SFE Smimui.E or, SFffiET 1 t) 1 1 � r--M wk. %PAMTMto WA a keH i am SHM 11) { AVr l i EXISTING J 1ii is - i GLASS s t �-lOx3/4" HEX WASHER HEAD i li 1i _ TEK SCREWS 0 12" O.C. i $ EDGE OF SLAB CONCRETE ANCHORS (SEE •SCHEDULE ON SHEET 13) E I / : / s IF APPLICABLE Q EDGE OF / SLAB IF EDGE: OF APPLICABLE APPLLCABLE POURED E. 0.* CONCRETE REQUIRED FLAT HEAD CONCRETE ANCI40RS (SEE SCHEDULE ON SHEET. 14) 01 HY ALK-�OY.ER INSIALLAI. POURED- FLAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 14) REQUIRED 11 T,REN.CH._ IWALLA119N vALIQ ONLY FOR UP TO +70, —75 PSF A.S:D. DESIGN PRESSURE RATING do FOR SPANS PER SCHEDULE #3, SHEET It CONCRETE ANCHORS ""'�' 'TM MAW (SEE SCHEDULE -Gt7 1/4"a VI ' ( ,1 s . f � SHEET' 15) AADVl1t = 1 �I�fGRA1 EXISTING GLASS--, 4 FTENMOM aR 1/4'A PDweRs I I FASTENEitS TJiPPER+ Akd',ORS W/ MAX. MAX. i '� wi saixx+ 1ti " ( E SCHEDULE bN SN 11} 1 3/4` hNN: ENBEDAiEM Q &" 1 OA. FOR UP TO e-W '3P.AN AND s 4` 0.C_ MR SR%N9 LAFM THAN W-O" UP It) 91-0 . 6"_-APPL'Y M-)-Na ON I /2" _ 10x3/4" HEX E, f .* 11+�rS'•� 3 13 MM. 1dIN. � 5CRE A0 M T. SEALANT- . i--sue 14x3 .a.s. / C7, - --- , ► - -----) .. , . e a :.; � .�: �`� t/INO 1/x3/4' ss NUTS U51N6 I/4'0-20 NUTS _3, �- '" o: C. ..., Max. "'' 4..: fs d 12° a.c. 1 - " 1 2.00 �diN� ' / WALL EXIVING TRM RATW 1/2-1 1 i y ' SILL) _ • u; #140/4" F.H. S.D.S. .Fiii1w: ` 9" O.C. "r �,� .: �; POURED CONCRETE , �-CONCRETE ANCHORS -SEE NOTE 13(b) :. _• �• ,,: REQUfREp POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(b) .:; ' •: +� dR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 •.' ;� REQUIRED OR EOU REDR BLOCK TO UNTING Lu -ION °TTONAL--J POURED_j I•fY„�IfALL FLQdR INSTALLATION � aE � i 72 pof CONCRETE `,� C HV_ WALL WALK._.—...OYER INSTAtLA'i'10N MAXIWM SHLq oe5F 6 +64.-�s p.c REQUIRED. MA)tlNNM 9MJTTER 6PAN 8'-D` X HY. , NQUARd-INSTALLATIOR t THIS INSTALLATION dElE N TE FGR GQ�jgINATION OF SECTIONS, d• REMOVABLE WHEN PERFORMED (SEE( E a EDGE DISTANCE 4 SEE UM�TATIONS OF USE FOR 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPEC( (CATIONS ON SHEET 13) OR EN ADJACENT TO AN OPERABLE EXIT _ �A ASSEMBLY' OR ENTRANCE BLADE I ON SHEET LS � ST � _ I -0. .T A .) L (.� � BLADE 2- MOONTING. SECTIONS CAN BE .COMBINED 1 FLORIDAERALNG 1��yy'A1��c rnn 1 f IN .WY 'NAY TO SUIT ANY INSTALLATION. /i��iisir FORERALNG GOOF Non ligh Velocity Hurricane Zone if (02d 11 EASTERN METAL SUPPLY, INC. Sr1ATtbF At P.E. TILLIT TESTING & ENGINEERING COMPANY 6W5 N.W. ]6M., St,,.,Ste. M.. MRO", GARDENS, FLORDA 33168 Phone a (305)871-1530 . Fax : (305)871-1531 e-mail; ulteeo0oal.com ER-0006719 WALTER A. TILLIT Jr. P.E. TE FLORIDA Lic. f 44167 A.S.S.A., Amertc+�>n Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beoch, EL 33407 iiMims ■ ift WE r TM Accordion Shutter System H.V. RADE #1 Wf OR W/O H.V. WINDOW ME i OLD 1 1-063 11/29/11 DATE: 11/29/11 DRAWING No 3 11-192 6 SHEET 2"x2"xt /a"x0'-2' (6063—T6 ALLOY) ALUM. ANGLE W/(2 1 /+"v . fA{' 'ON ANCHa TO WNCAM (TOP/80TTOM) dt (4)#10xl/2" S.M.S. TO TUBE AT EACH ANGLE. (T(P) MIN. SEPARATIO* TO GLASS (SEE,SCHEDULE ON SHEET 11) I,L�L SI'ET�JTO& 1 S ) f'� NOTES ON LOCKING RODS . NV LOCKS ® or Cil N EXISTING GLASS 1NSTALLATIVNS..�:,•�f n1 1 jj i !* MD ALTIUV4tiTE HV LOCK 0ON SHEET 5. ' I SLADE SLACK DETAIL HVF 15 VALID FOR ALL BLADE E W H V TERM E S CENTSMATES APPLICATION WITH 9LADE01 00*00Ro+ ®O,a+@OR2-2-0A_ ��>>:. Iwo WALL CO �✓+ ®OR+�*@ OR EXISTING GLASS DQUAR 3 ON SHECR—T — — — — — — — — — — — — — — — — — — — — '9ts� fill,, �rt ENSF ••. HTATC nIG 19 FEO Rl��`�•'' �� .......... ...• \�? >!n1,1 et � .,111 TE SYMMETRICALw _ + CENTERMATES + * OPTIONAL w��i.Y �� ,.,.r�,.,.... , (sl+ "V 11di-COm TILLIT. TESTING & ENGINEERING COMPANY 53 N.W. 38th. St., Ste. 3(35, ) IMNIA WDENS, FLORIDA 33186 Rhone (306)871-1 g30 . feu : (SM)871-1531 4-mall: ti[teco0od eom E8-0006719 WALTER A. TILLtT Jr, P.E. FL.OMDA t1a. j 44167 + @ OR �--EXISTING3 GLASS OR as . MIN .PitRATION _ on CHED , (SEEE SCHEDULE UN .SHEET 11) 1 A.S.S.A. American Shutter Systems Association, Ina. 4268 Westraads Drive Weat Palm Beach, FL 33407 6 T/2" MAX. SLACK MIN. SEPARATIOt TO GLASS (Sec SCHEDULE ON SHEET 11) POURED CONCRETE OR - CONCRETE BLOCK WALL REOU{RED WOE (Non High Velocity— HUrrica,ne Zone 020i'1 EASTERN METAL SUPPLY, INC, BE HIA TM Accordion Shutter System H.Y. MADE #1 W/ OR W/O H.V. WINDOW SLADE 1 I OLD i t -063 SIMMA OM: 1 1/29/11 2unNG No 3 11-192 5 SHEET OUT FIN EXISTM mass I SL.ADE p SLACK OETAL HW, MOIC,A,TED ON SHEET S. I„� AS WELL. AS UNNERSAL FLOAM0 MADE ® OETNL HM—FN0 , oa�a 6 • .1 + cn INOICATED ON THIS SHEET, MAY BE USED WITH THIS ALTEANA 0. i a+a . 04.0' 0� m RIA Vffllwo, •w09�+Va T. OCR ar�t W—Ta ALLOY) ALLN, w�2� 14•. rAPCONI 8+3 '�A!� CONCRETC aP rmu k / ___(441NI/� 5�� 1Uo81101.110• SS'M' LEMST. ----------- — — — — — — — — — _ ---- — , ---- _ — — aw) * i + H.v, 1 N :vi 30 HV »T" III PINS (TYP.) 7 7 �� _ PINS (rrP.) -- / LOCK (INSIDE) r-l.'J � * NOTE 8 FOR H* LOCK •1"' LOCK, OH 5HEEr S. t SEitIES 9444 ALUMINUM (2024—T3 AU.A1j LARGE FLANGE THIN SHEET NUiSERT, PART % 0820, AS MANUFACTURED BY AYDEL CHERRY tMORN. PAFSMNY, NEW 4-KF.Y 07054 OR EQUAL HV- "T" LOCK (OUTSIDE) P.E. fj ler h, \--8 DUT 11/4� O�20 x -1 1 /2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. _V-. C �NAL TE (BOA FWATING =KK __ C INC• TILLIT TESTING & ENGINEERING COMPANY 55 NA 3ath. 5L. Ste. 305, YIRGINIA OAIQDENS, FLORIDA 331b9 Phone : (305)871-153D . r'ox : (305)871-1531 e—mail; ttiteeoAaoLeorn E8—CO06719 WALTER A. TILLIT Jr, P.E. FLORIOA Llc. # 44167 _ _.....- _ -� + _4�- _ _ _ uu•7 : ■� \ :u1 K LOCK- ! +� a ca 4t OR W Li.0 Al-SESnAw Amerloon Shutter Systems Association, Inc. 4268 Westroads ©rive Vilest Palm Beach, FL 33407 Rak * SM NOTO ON LOCIama R009 ® A PC ® L.00It4 am 3fm 5, ** UNNEW3 F'UMNO RLAWOMAL MD—M IS - V&0 FOR Al <;47MMAM Apw. AM4 WOH WM Q CODE (Non N►gh Velocirri- one Zorre 02011 E4STERN FETAL SUPPLY, INC. zw-vmws I wm" " W TM Accordion Shutter System H.V. BLADE #1 W/ OR W/© H.V. WINDOW MADE . KS 1 OLD 1,1-06.3 it 29/1 _DATE: 11/29/11 A DRAWING No 3 11-192 4 SHEET -0 16" O.G.. 2" EQ (LOCATE AT } EITHER SIDE OF & 1/2" MI 61ox1/2" S,M.S, , 0 16" O.C. M CHAR 16" O.C. 2- POURED CONCRETE OR CONCRETE BLOCK -WALL REQUIRED - POURED CONCRETE OR CONCRETE BLOCK WALL i REQUIRED 1 /2" MIN, OR r-EXISTING GLOSS MN. SEPARATION TO GLASS (SEE SCHMLXE ON SFIEET 1 / 16"W MAX,----_ 11 FOR BADE AND (6083-Te) CONT. ON 5H>EE1' 19 OR ALUM. CLOSER &&DES m PLAT.'. (LOCATE- 1 /2 AT EITHER SIDE MII OF 4@) #100/2" S.M.S. 0 16 O.C. SEE DETAIL X FOR - (� SIDE CONNECTION 1a0 4OR TO TRACKS +�aa N --- ExIsTINc _cLAss -V MN. SEPARAl10N /ETE 2I' s TO GLASS (SEE 1 fi SCHEOUI E ON SHEET t 1 FDR BLADE(3)MD CON ON SHEET 19 FOR ANCHOR 6 � (D do a 12". O.C. V/1 - POURED CONCRETE OR CONCRETE BLOCK WALL. REQUIRED EXISTING GLASS MIN. SEPARATION < TO GLASS (SEE SCI,MLE ON SHEET 11 FOR E1 M (f } MD ON SHEET 19 FOR BLADES (1) & G M 0'. 0- • pp "O-T- 78 0110K .0'. 00 B - 0 .6 21' SEE DETAIL X FOf;_/ /{r OR CONNECTION �; J To TRACKS POURED CONCRETE , ' OR CONCRETE BLOCK WALL REQUIRED r I ^ �— EXISTING GUESS WN. SEPARATION TO GLASS (SEE SCIiEDULE ON SHEET 11 FOR 5LADE (t) AND BLADES 0 de 4 USE 1- OR 2' MAX. (AS APPLICA6LE)x2'x1/,8'xO`_2' ALUMINUM CUP ANGLE (6063-T6 ALLOY) AT MIDHEIGHj,,--1 (1) #100/2" S.M.S. TO (Da ? .(2)1/4.0 TAPCONS ANCHORS TO WALL AT 1- D.C. (LOCATE AT EITHER SIDE OF (1) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 2" MIN. EXIS7>NG GLASS INN. SEPARATION TO GLASS (SEE SCHEDULE ON SLEET 11 FOR 13 ADE AND ON SHEET 19 Fdt BLADES Q & MC a, ox�6 • m�i e,( tar SEE DETAIL X FO jq l a�aw b * «a I—*(� SIDE CONNECTION �`+..// "`�;.J ` 0�04RO'0h"0 °" TO TRACKS + � a r +A CA .EbID QONNECTION . aETAIL n3 POURED CONCRETE OIL' CONCRETE BLOCK WALL EXWNG REQUIRED CLASS -MIN. SPARATION M GLASS (SEE 1/2" h11% SCHEDU ON SHEET 11 FOR BLADE m ANO ON SHEET 19 FOR BLADES (C) do h-q eq, ow a M 142 r -� ♦ SEE UM�T_ATIONS OF USE FOR BLADE 0 ON SHEET. 19 1 OEM for. �a`,,�a{S, � mow" $ � ►®a t��y ar (D-@-0+0-0'0—" ,END !9O NECTION DE., TAIL 6 �a'`°'OFF -A-- A. /110 E C 0 TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. SM. St.. Sta. 305, %Vfff IA GAAOENS, FLORDA W188 Phone : (305)871-153D . Fax : (305)871-1531 b-moN: GlteaoAool.eom ES-0006719 WELTER A. TUff Jr. P.E. FLORIDA Lic. 1 44167 as®oa 10 ors 100,4(001%(9OIR (j3aR(D VIEWELAN QUAILA Y S#@an V+ Mo. -0- � . E © _ C _ E0 N_ WL 4T 4. REQUIRED ONLY FOR SPANS GREATER THAN 12'7 AwSnSmAm American Shutter Systems Association, Inc. 4268 Westroods Drive `Nest Palm Beach, FL 33407 ORkOR02 -OR 13 oR i 7 oR OR f CODS Non' Nigh Velocity Hurricane Zohe ® 201.1 EASTERN METAL SUPPLY, INC. ®Grf ■ 5704 " V TM Accordion. Shutter- System H.V. DAM #1 W/ OR W/O H.V. WINDOW .I I OLD 11-063 11/29/11 DATE: 11/29/11_ 2 DRAWING No 3 -192 4 5 SHEET SCHEDULE #1 ? �' ,SCHEDUI. F #Z- MAXIMUM SHUTTER SPAN* " L+° OR "L--" (ft.). FOR INSTALLATIONS W/ MMMAt _R. 0 & @ or W or W/ ONE H.V. LOCK (8 or ® or or HD LOCK (9 W/ NO LOCKING RODSor CENTERMATES @ & ® W/ ONE HV "T" LOCK ® W/TWO LOCKING RODS @ TOP do 30TTOM SEE NOTES WWMUM A.SA. DESM �SU (+ OR -) CONCRETE do W000 INSTALLApONS WALL MOUNTING FLOOR/CEILING L �. R) L - (R) L + (ft) L - R) 30 Ofic LESS18'-0" 16'-0" 16'-0° 35 14'-1 O" 40 IS-10' 13'-10" 14'-2" 15'-2" 45 50 t3'-1' 13'-I' i3'• 4" 13'-7" 55 11'-10" 1 V-10" t2'-1" 60 IV-4" 1 V-4" 1 V-7" 12'- V 55 70 75 10'-11' 10'-1" 10'-4" I1'-1" 80 9'-10" 9'-10' 10'--0" 10,-9" 85 9'-6" 9'-6" B'-9" t Q'-5" 10'-i" - 95 9'--a" $'-9" 9'-2" 9'-10" 105 $'=7" 7'-1 i" S'-9" W-4" 110 8'-4" V-7' 81-71, 91-2., 115 - $'-2" 7'-3" 8,._411 W-1.14 120 125 7'-10' 6'-$" $'-0" $'-5" 130 7'-8". 6'-5" _ '7'-10" 8'-1' 135 7'-7" 7'-9" 14 771-5' GG6-2" 5'-11" y7'-9_" 7'-7"- 7'-6" 145 7'-3- 51-9" 7'-5i1 7'-3" 150 7'-2" 5'-7" 7'-4" 71-0" 155 7'-O" a'-5" 7'-2" W-9" 160 91-11' 56- 2" 7'-11' 6'-7" 165 6'-10" 5'-1" 7'-0" 6'-4' 170 -6'-9" 4'-11" 6'-11" 6'-2" 175 6'-7" 4'-9" 6'-9" W-0" V-8" 5'-10" 185 6'-5" 4'-8i1 W-7" 51-. 190 6'-4" 41-5" 6'-61, 5'-e 195 6'-3" 4'-3' 8'-5" W-5" 200. 6'-2" 4'-2" 6'-4" 5'-3" 205 MAXIMUM SHUTTER SPAN* "L+" OR I-" (ft.) FOR INSTALLATIONS MQEM rrL ONE HV LOCK or 6 or W/ NO LOCKING RODS (SEE NOTES t, tt) WMMLIM nsA, Des" P>� JRE iR�'ta (+an-) ONCRETE & WOOD I NSTALLADONS WALL MOUNTING FLOOR/CEIUNG NOUNTINC L + (ft) L - (ft) 30 16' 35 14'-10" 14'-10" 40 13.-101. 45 13'-1" 50 12'-5" 12'-5` 55 1 i'-10" 11'-10" 65 10'-t0" t0'-10" 70 1o'-6" 75 10'-1" 60 V-10" 85 91-6" O'-a. 9Q 9'-3" 95 W-0" 100 8'-9" -8'-4" 105 8'-7" 7'-11" 110 B'-4" 7'-7" 115 8'-2" 7'-3 120. _ W 0" 6'-11" 125 7'-10" 6'-8" 130 7'-8" 6'-5" 135 7'-7" 14-0 7'-5" 145 7'-3" W-911 ISO .7'-2" 51-7" 155 7--0" 9'-9" 160 W-11" W-2" 165 6'-10" 5'-1" - 170 W-9" 41-t i" 175 8'-7" 41-4" ISO 6'-6" 4'-8" 185 6'-5" 4'-8" 1p0 W-4" 195 W-3" 4-3 200 6'-2" 4'-2" 205 8'-1" 4'-1" MAXIMUM SHUTTER SPAN* "L+" R "L-" (ft.) INSTALLATIONS / i dl; W/ ONE HV LOCKS OR W/ NO LOCKING ADS (VALID FOR MOUNTING Q SHEET 7) MAXIMUM A.s.D, DESIGN CONCRETE INSTALLATIONS PROMM NATING FLOOR/CEIUNO MOUNTING (4- CR } FLOOR MOUNTING L t (@ J - ( �/� 30 16'-0' 1$'-0" 35 15'-2" 1$1-10" -49 141-2" 45 131-4" 14'-3" 50 12'-3' i3'-1" - 55 11'-1" 11'-11" 60 10'-2" 10'-11" 65 W-5' 1 D'-I " 70 - 8'-9" 9-4' 75 - 8,-9" o{t1'''�R A. Tl� ��T•.. �,\G1=NSF••.,�� 'artafE of ` •` IURIALE��, tttt P.L. ftt',IE/DATE INSTAi ATION LEGEND CONCRETE & WOOD MANSORY WALL A, B, C. Q. E. M, N, 0, P, 0, MOUNTING F, K & L R. S, & V. FLOOR/CEILING 0, H, I, I1, J T, U. IN & X MOUNTING 8t M 0 MAXIMUM SHUTTER SPAN "L+" OR "L-" FOR INSTALLATIONS. INTO WOOD SHALL BE UMITED.TO 105 pat. A.S.D. DESIGN PRESSURE RATING. t HV CORNER CENTERMATE #3 MAY 8E USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 5. t f ' EXCEPT THAT MAXIMUM SHUTTER SPAN "L+" OR "L-" AND MAXIMUM A.S.D. DESING PRESSURE EATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL 13E LIMITED AS FOLLOWS: 1- CONNECTIONS TO -KEYSTONE MOUNTING LIMITED TO +84,-72- P,S.f. AND 8'-0" SPAN, SEE MOUNTING @ ON SHEET 7. WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 if? (3) HV BLADE, 1L E C O iiq_c TILLIT TESTING & ENGINEERING COMPANY 5355 N.W. 38th. St., St.._ 305. VIRFINUI. WMIIS. FLORIDA 33168 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: uteeoG"icarr ES-O006719 WALTER A. TILLIT Jr. P.E. FLORIDA Ua. # 44167 AwS.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 (1) L+:-MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING, L-: MAX. ALLOWABLE SPAN FOR A GIVEN' NEGATIVE A.S.Q. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE 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 ISM DETERMINED SPAN BETWEEN "L+" AND (3), PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: LI -t— 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. SPAN FOR FLOOR/CEILING -MOUNTING INSTALLATIONS, FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL TO THE MINIMUM BETWEEN- "L.1+'% 12+", 11-" AND 12-" (4) G0 _T.0 ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWAOLF-SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR n -High Velocity Hurricane Zone; 0 2011 EASTERN METAL SUPPLY, INC. BE HA VTM Accordion Shutter System H.V. RADF #1 W/ OR W/0 W.V. WaNDOW SAX X No OESCR1P1T0t4 oxm DRAWN eY: MPMY. 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MO. St; Ste. 305; VEWANA GAROMS, F-0910A 33166 Phone : (305)Vi -1530 , Fox ; (305)871-1531 e-mtl4: tiltecoo0oi.com E8-0o06719 WALTER A. T&LIT dr. P.E. FLORIDA Lie. f 44187 LORIDA-BUILDINU AwSwSnAw Arneftan Shiner Systems AzsmTatlan, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 t SEE LIMATIONS OF USE FOR BLADE UA ON SHEET 19 Hon Hiah Velocity Hurricane Zane 0 201.1 EASTERN 'METAL SUPPLY, INC.. wro" I n#% " r TM Accordion Shutter System KV. A" #1 W/ OR W/b HV WNDOW eta REV. Nei DESCRIPTION DATE DRAWN 9Y: A.G. I OLD 11-063 11/29 11 DATE: 11/29/1) 2 DRAWING No 7 5 SHEET 6 f 1 112 OF 20 '�EENOLINTINGS E. G. At H ON SHEEI'4 s k -A (?)WALL SILL MOUNTING—, CEILING MOUNTING "-*FLOOR- -MOU NTING rT j�j] t t oti r v :. �Ji ► tat :. �or�mm�Q �� . 7®�' � � " ' m®1MIMIM a>,®ml�t[av[�i� �'i®mat-�4no �a®�vovoo ii��R7��E»0 Q!®E�DDE10�7 Q!®�1OK70i�[� as ; Eaoo�r®�mlm�acays�a�m>ma�ae�000 %�m�anc�ora©®®ma nc� ®mmivcio©� ®I�DODIi�®®®Q)�f�Ot]Q� �®Q')fI01000 mmQ]om[-�l�rra ®mmi�oralor� oa®a�Es�v®o as®mEacar��ao ®mmmnvly� as®�aovon® m®II]aEatamic�i®®mmmlot�o€�n ®mmEan ° ®tea • ®®¢�o = omv asr�aalEaOr�A�a ®mmosEam©� ®mmv��©�a ®m�QBI®mraol ®mo�r��a©n :L�®iI7t7[>A10li�� m®mE10[�7F�E�3 �®i¢��ODiiL'i ��7Q��JL'Sii Bi®Q]�a[aC�I�l�i ii!®fa0>f7©®© mm�mvor�oo®®moam©Tom®m�o��o _ • as®Q:�ovmoo ®Q��sd�t®a m�i�4mm��a MEMEEN ®®E�il�pOp� ®®m0�lE7C�C�IELlImi7[��©pl0 m��o�i�o��i ivmQ'»�©oo ®mom©I�QQ aa�i®ona®a mm©®©n�arca maim®mms�sai ��I�Ql710!>r0 ®®L�lt7®pR7/,7 i®�pi)�]�ii�00 it��m�aall�asao ®®Il�l�aom;ao m®v®®mc�o s 0ml�s�l��a� mm¢�m = ©om mmri�n®o�aia mmo®�®�a®®maw©�®saa �®®ram©osasa ssm®®0000 mimt�laomlataolo ��n�■®I000i I�E37100CItii)0� �lEaen�7o©l0lo Eao®®®oioisa Q�m1Ei�iC■C�OCI• mli7€�01�1��7p1a �L>��L��ii E33mmm=tfi�0 ®®tACiDiiOd ®OI�� 0liii umm�===M um �saao mmmv�iano wmAlea=oe=ao ®"�o��i �r-m»o©ioopo v�mvvo�%i a�¢�amc� v®m��c�a®dsao tn®aroii�aiCMO m�Qvo©�iaio ®onmAoivra i��lcavc��alossa ®mn®�ao�alfa �Iv©sslloosacl� vomi��oi�ii ®�� OvO� ii�®omisasa�ad Nunn oiimmm mi�p��ii®is a��vv�avo aol�®vvoo v©m�r�losa�a mmuK"A 00��m��v01000��A00�0 �samlcacaia�®®mvomnmm Imo®oll:ao�■o a��aaE�aMMMM MMMiiii0oi,� �o©o osao >vomuagva�o Qor�o�i000®av�i©ia�oraia �R7=■i� =i70M"©Oiiii0i7t�R�IDO>m0�7si ==w=wmE 3iivii0� . rarer aaa�sao ��svoovo m®>Qa�aoram r�immv�oiar®�uvora�ov� o®®moosa0 >��alv�asalr.�r.�>v I�r�l�lllviaca�liolr.! ao�■omraots� TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ ♦ SEE UWTARONS OF USE FW BLADE ® 6N SHEET T9 4- ,y �► ': . STAt OF _.��• ��ORID .•" � IE1 r � P.E. aT#gfiJRE/DATE I. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Min. Vc - 3 ksi) 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED -.BY I.T.W. BUILDER. (Min. Fa - 3 k3i) - 1 /4"A x 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT do SPECIALTY COMPANY. (Min. Vc - 3 ks1) - 1/4'0 BLUE TAP CONCRETE -ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min, ('c s 2 ksl) - 1 /+'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC„ AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. f'c = 3 ksi) NOTES: A,1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAIRCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4", ANO FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2". A.2) MINIMUM EMBEDMENT OF 1/4`0. X 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE, NO EMBEOMENT INTO STUCCO SHALL BE PERMM O, 1/4"0-20 S.S, MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO, A.3) IN CASE THAT PRECAST STONE, .PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND -ON THE EXISTING WALL OR FLOOR, ANCHORS 114ALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS -INDICATED ON NOTES A.1 & A.2) ABOVE, FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS.. SEE SHEET 20. (8) TO EXISTING CONCRETE BLOCK: (ASTM C-DO) - 1/4*0 TAPtON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.V. BUILDEX. - 1/4'0 X 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT do SPECIALTY COMPANY. - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC, - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC:, AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REOISTERED WITH THE AMERICAN Sl1UTTER SYSTEMS ASSOCIATION, INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK 6F TAPCON. BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4" AND TAPCON WITH ADVANCED THREADFORM TECHNOI.OGY ANCHORS IS I". B.2) MINIMUM EMBEDMENT OF 1 /4"A z 3/4" ALL POINTS SOLID -SET -ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE. BLOCK. NO EMBEDMENT INTO STUCCO SHAH. BE PERMTTED. 1/4" .6-20 S.S. MACHINE SCREW -USED -SHALL BE 1 1/2" LbNG MINIMUM SHOULD -STUCCO EXIST -AND 1" MINIMUM FOR WALLS WITH NO STUCCO, 8;3) IN -CASE THAT PRECAST STONE, -PRECAST CONCRETE PANELS, PAVERS OR AUY VENEER BE- FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG. ENOUGH TO REACH. THE MAIN. STRUCTURE BEHIND SAID WALL FINISHES, ANCHORAGE SHALL BE AS INDUTED ON NOTES 9.1) & B.2) ABOVE, FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT' METAL STUDS- CONSULT THIS ENGINEER, FOR INSTALLATION INTO 'EIFS WITH METAL STUDS SEE SHEET '20. (C) ANCHORS SHALL -GE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICAPONS OF THE 'ANCHOR'S -MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (£.0.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE DISTANCE VERSUS 5PACINO, SCHEDULE FORA HC ORSt MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW, FOR E. D, LESS THAN THE INDICATED, REDUCE ANCHOR SPACING I] BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS, REDUCEDSPACING OBTAINED INC TO SH NDT BE SS THAN. M P N INb T FO EACH ANCHOR E. FACTOR EDGE TAPCON TREE RM ADVANCED JiDFOR311 TECHNOLOGY All POINT SCUD SET BLUE TAP W/ OAP TAPPER DICTANCIE 1HIi MIN, SPACING N E.D. MIN. SPACING 3' MIN. SPACING ® 3" MIN, SPACING - 3 1/2' MIN, SPACING = 3" 3 3/4- 4" POURED CONCRETE 3t p CONCRETE GONCREz a= POURED CONCRETE & POURED GNGREfE & ppL�D C=RFM Ca4CFETE CONCRETE BLOCK MIN-ED. =3 1/2" MN ED, • 2 1/2' CONCRETE BLOCK CONCRETE BLOCK iti#N. E.O.=3 1/2' NFL ED. • 2 1/2" . 0.90- 1.0 0.78 1.0 0.54 1.0 2 1/2" -- 0181 1.0 - 0.07 1.0 r 0.71 - - - 0.61 - 1 3/4' 0.41 - - - 0.43 1 0.35 / I IL I E C 0 IIN7. - TILLIT TESTING do ENGINEERING COWPAN't 6355 N.W. 36th. St.. Ste. 308, VIRGINIA CWiOENS,. FLCIFWA 33166. Phone : (305)871-ISM . Fax : (305)871-1531 a -mail: UR600640l.Com ES-0006719 WA -TER A. TIWT Jr. P.E. FLDRIDA Lic, # 44167 AwSwS.Aw Amerin Shuifer Systems Assoolation, Inc. 4268- WiSifroads Drive West Palm Beach, FL 33407 NG CODE (Non 'HwT Velocity Hurricane Zone ® 2011 WTERN METAL SUPPLY.. INC, THA M N-w Accordion Shutter System H.V. BLADE #1 V/ CA W/O N.V. WKM RAM N. No DESCRIPTION RATE DRAWN BY: A.G. 1 OLD 11-063 11/29/11 DATE: 11 /29/11 2 DRAWING No 3 11-19Z __- -- SHEET (SEE mouNTINOS 1. J. k do L ON SHEET 71 ®®1I10[!r[1[» ®1�1�J' II��I'mL•�•]C>�] iF�Evi�001E#iQEI� �E1r®DE7FJl0© • ®�somt�tac� ®iF3®®®®�7p E1i�©©©t0l�70 [�®©©10[�©© �®R'1iE1iZ11�[�[1! ®�®��ICa�l� rEi�Ei1000©10� [7E10©©©�i© �a®[uvi�EO[�ra ®m®®�c�a�®faoEa©rrav®�! v©©©©omn , ®awonnilo■v ®®®®®m©m mo■v©o■t�vv A�©©lv©�© alp®movnivc� ® m�vv®m Ivv®vvomv om©ca©can© , �®IL'��t1017[� i�!®[©®�®E®®30 DEaO�©Fa00 F3FlE0©®DOD ®��r0l701•�[! ®®IF��700�7Cf ��DOFi�®t! 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L11LIECOIN- c. ILLIT TESTING do ENGINEERING COMPANY 5 N.W. 36th. St. Ste. 305, VFGIMA WOENS, FILRIOA 33166 Phone : (305)871-153tl Fax : (305)871-1531 e—map: tiltecoonol.com ES-0006710 WALTER A. TILUT Jr. P.E. FLOR!DA Lk, 1 44167 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET B_UE TAP TAPPER+ * SEE ANCHOR SPECIRCA'TiONS 'ON SHEET 13 0 VALID ONLY FOR UP TO +70, —75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 C1i HV BLADE -ONLY FLORIDA BUILDING CODE (Non High Velocit Hurricone Zone 0 2011 EASTERN METAL SUPPLY, INC. A.SwSwAg - AmerfeaIn .Shuffer Systems Also atlon, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Qiira7 a a7N "W TM Accordion Shutter System H.V. A.AM #1 W/ OR W/O H.V. W1N OW MADE DATE: 1 t DRAWING No 1.1-192 (SEE MOUNTINGS ON SHEETS 16 & 17). SOUTHERN PINE No. 2 Wf MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1 /2" MIN. COX 5 c O. 2 W MIN. 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ANCHORS TO WALL, FLOOR OR SOLID WO0:7 SOMT SHALL BE AS FOLLOWS: 3, SUBSTRATE SHALL dONSIST OF THE FOLLOWING: -SOUTHERN PINE Na. 2 W/ 13-0.55 (N.D.S) - 1/4"0 L4PCON ANCHORS, AS MANUFACTURED BY I.T;W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT-DOUGLAS .FIR W/ G-0.50 (N.D.S.) EACH SECTION ON SHEETS 16 & 17. -SPRUCE PINE FIR NORTH W/ 0-0;43 EXCEPTION: SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/ G=4,36 (N.C,S,) 1 ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTIPIC TYPE U, SHEET 17 AND SHALL CONSIST OF --MIN. 1/2" CDX PLYWOOD (19815 APA) LAG SCREWS AS PER NOS 2005 SPEGIFICATit)N5, 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATONS OF THE ANCHOR'S MANUFACTURER, 't�tR A. r/44 O°. ATE OF ° �t�ct�F�vRID�._.a� 11LIECO TILLIT TESTING & ENGINEERING COMPANY `. 6355 N.W. 38th. St., Sta. 305. MRaNA GARDENS, FLOROA 33186 Phone : (305)871-1530 . Fox : (305)871-1531 e-malt: Glteco0aot.com ES-0006719 WALTER A. nLLIT Jr. P.E, TE FLORIDA Lic. ii 44167 AwS.S.An American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 CODEINon High Velocity Hurricane lone ® 2011 LA§TERN METAL SUPPLY, INC. sawnI"" nWTM Accordion Shutter System- H•V. BIAI #1 W/ OR W/O H.V. WNDOW & AM t OLD .11-063 11/29/1 DATE: t 1 /29/11 2 DRAWING No 4 11--192 5 SHEET _ of 11 Tl�.r ,u DETAILS ON EX"_-f ING WOOD BUILDINGS FC}R 1, HV '- '�+ UAY cui rr'TC*D cDAM I .L nR 1 — FOR INIqTAI I ATInNS INTO WOOD WITH 'HV C�►S APPL WALL FINISH 1/ 'o TAPCON" OR ❑ S GN 5U K NJ UN Wt � vIN IN Li:j7— ILL jTAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4"4 TAPCON OR W/ 1 1/2" Min. PENETRATION 1 -!ZCON WITH ADVANCED THREAOFORM TECHNOLOGY OF 111READE[} AREA TO W/ 1 1/2" Min, PENETRATION OF THREADED AREA TO EXISTING II MIN. SEPARATION EXiSnNG WOOD HEADER, H WOOD HEADER. (SEE SCHEDULE ON SHEET 15) TO:OIASS (SEE (SEE SCHEDULE ON SHEET 15) r 1/4'•-2Ox3j4" S.S. MACHINESICHEXILE ON SHEET r ' SCREWS W/ 1 f 4'-20 NUTS 11�BAE CD AN ION SHOR l7 lu ` \ 1 " main. 012 O.C, I gy pp� de � .- EXISTING E GLASS--i WALL FINISH NAL EXISTING MIN. ! } 4"x4` WOOD 1 READER REQUIRED ITI EXISTING I MN. SEPARATION I 1 GLASS'--) TO Gm (SEE ! ON •3KEr ! I Il 11 FOR R" Q) AND 1 1 ON SHEET 10 FOR 9 BLADES a)& Q) , *HV WALL HEADER •INSTAI:L-I�LTI4N -EXISTING • -GLASS-- I MIN. SEPARATION TQ GLASS 2"x4" CONT. 1 I _WOOD P'.ATE(S�E'SCHEDULE ON SHEET. REQ'0. tl WALL I ! FINISH '. FiMSH EXISTING MIN. OR . . LLAIt- 2x4 HEADER REQUIRED qN � GLASS EXISTING (SEE SCHEDDULEOONTSHEET 11) I UM 0_1 G MIN. SEPARATION TO GLASS 1 EXISTING I —(SEE SCHEDULE ON SHEET 1 1) GLASS_,,e, j It�ffi J IRJ3N I� I C T.--/ WOOD PLATE WOO J,L.�• REO'D. 1 /4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1/2" t Min, PENETRATION OF THREADED AREA INTO PLYWOOD (SEE SCHEDULE .ON SHEET 15) EXISTING MIN..2"x4" STUDS 016" O.C, MAX 1/2' MIN. COX PLYWOOD REWD. REQ'D. Pl.YW000 TO BE " �� , L-EXISTING MIN. 2 x4 STUDS •� 18 O.C. MAX. REit 0. ATTACHED TO STUDS IN ACCORDANCE WITH PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SEC11(TN- 230B OF THE WITH SECTION 2308 OF THE F.B.C. �M WALL ALL. INSTALLAMN F.B.C. P' MACHINE SCREWS W/ I -20 NUTS ♦ 12" LD.C. OR@ � r 1 �F" `1 E 0 t" Mtn, i It1�OR I I i ti r 4 i N 1%4'ti TAFCON OR TAPCON WITH ADVANCED LTHREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO I EXISTING WOOD HEADER. 1 (sEE SCHEDULE QN SHEEr 15) 2"ke CANT, SILL PLATE REQ'D. H.1C�.WALL SILL-IN�TALLAION I I h I MIN, SEPARATION TO GLASS I I 1 i !T� (SEE ^SCHEDULE gt-SHEET 11 I L k I I EASTiNG t f ! I 1/4"A-20x3j4" S.S. I I I I I 1 tl MACHINE SCREWS USING 1/4"-20 NUTS E I f: a 12" O.C. ffFw Im 1 1/4'0 TAPCON OR NOTE: TAPCOK WITH ADVANCED 1--SEE SHEET 4 FOR TYPICAL 1/2' MIN. Co THREADF©RM TECHNOLOGY SHUTTER ASSEMBLY; T'LYW000 REO'D. W/ 1 /2" Min. PENETRATION OF 2-MOUNTING SECTIONS CAN eE WALL FINIS THREADED AREA INTO PLYWOOO COMBINED ANY ITIN ALY WAY, TO �y�� 1(SEE SCHEDULE ON SHEET 15) rRNHV WA". SILL STA TION � BLLAADEi Q NON SHEETU 9 Of ¢sSlnt►L Al ��v TE TILLIT TESTING & ENGINEERING COMPANY 53 N.W. 36th. St. Ste. 305, VIRGINIA C.AR004S. FLORIDA 33188 Phene : (305)$71-15312. Fax ; (305)871-1531 e-mad. tiltecoegol.com gg-0006i19 WALTER A. 11LUT Jr. P.E. FLORIDA Lic. 111 44167 im min. 1/+'10 TAPCON OR TAPCON WITH ADVANCED THREAOFORM " CONT. :`' Mn, PENETRATIONCOFTHREADHNLOGYED AREA/TO PLATE EXISTING WOOD HEADER, `Di i 1 `:` (SEE SCHEDULE ON SHEET 15) WALL FINISH A.S.SwAx AmeNcdn Shutter Systems Association, Ina. 4268 Westroads Drive West Palm Beach, FL 33407 1t'I High Vel-ocity Hurricane Zone 20? 1 EASTERN METAL SUPPLY, INC. =M ri i . MAft i7 V TM Accordion Shutter System H.V. RAM #1 W/ OR W/Q H.V. W NWW IXAM OLD 11-063 11/29/1 DATE: 11 /29/ 11 1 V2 DRAWING No f1--192 4 ' s-1 SHEET INSTALLATIJDETAILS CAN EX`TiNG WOOD BiJ1LDINGS FOR 1 HV` W►t - HVBLADE. SAS APPLICABLE 1 /4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF 1 l/2- Min. PENETRATION OF THREADED AREA TO GRld 191y "nn'1 C A-P HEADER REO'D MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET I 1 MIN. SEPARATIOU TO GLASS {SEE SCHEDULE ON SHEET 11 EXISTING GLASS--•� 1 I I< WALL-7 `\ THREADFORM TECHNOLOGY W, W/ 1 1/2' Min. PENETRATION a� OF THREADED ,AREA TO �— EXISTING WCOb HEADER. fly(SEE SCHMULEjj�OONc--SHHEEET 15) t` wry■ WALL SILL JA t 1 /4-'0-20x3/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS W/ 1/4'-20 NUTS 0 12' O,C. - 4'0-200/4" S.S.. ILUFS TRUSS HEAD CHINE SCREWS 1/4"-20 NUTS 12" O,C, �p'� '• F(0RID 4'28" Min,) EXISTING W0011 EAM REQUIRED, STRUCTURAL ADEQUACY — OF EXISTING WOOD BEAM TO SE CERTIFIED BY REGISTERED ENGINEER- OR ARCHITECT PRIOR TC SHUTTV INSTALLATION. 1 /4"0 TAPCON OR TAPCO14 WITH ADVANCED THREADFORM ' TECHNOLOGY w/ 1 1 J2' Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) I EXISTING I GLASS-7 IUK I TO 41A SCFO= ON. SHIST 11 FOR BAaE m AN I ONStZ 19� r E i_ ► ► Ii`�`i � f_. 3"x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF QECK- IF APPLICABLE I /4" 0 TAPCON OR TAPCON • WITH ADVANCED - T HREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF• 11HREADED AREA TO EXISTING WOOD HEADER. (SEE SGNEDULE ON SHEET W W" Tj :41111 Z �i IL I&C 0 INC. TILLIT TESTING & 'ENGINEERING COMPANY 635E N.W. 36th. St, Ste. 3OB, {A1tGIM41 C, OMS, F14MOA 33156 Phone : (305)871-1530 .'Fat :i(305)871-1531 e--mail: tiltecoOaol.com 0—OQ06719 WALTER A. TTLLIT Jr. P.E. TE FLORIDA Uc. 1 44167 I I OPEN HOLE AT EACH - STUD TO ACCEPT 5/16"0 LAg SCREW AT CENTER OF TUBE. EXISTING GLAI MAV 51 SS I S lJU 11 FAR I I aAM #10x3/4' HEX WASHER HEAD TEK SCREWS 0 12' ax MIN. SEPARATION TO GLASS {SEE SCHEDU I ON SHEET 1 I I 1 EXISTING j GLASS—,1 I /1.111 .1'x4"x1/8" CONT. ALUM. TUBE (6063—T6 ALLOY) IN/ PCH/16'o LAG RAfTER ORCTRU55 REWS To LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL WIDTH) W/ 2' Min. PENETTtA ON OF THREADED AREA. VAUO FOR INSTALLATIONS YATH 72paf MAX. AL5,0. DESIGN LOAD AND 9'-0' MA)L SPAN. THIS INSTALLATION IS ONLY VALID FOR W060 W/ MIN. SPECIFIC . GRAVITY OF 0.50 AS DOUGLAS FIR OR SOUTHERN PINE No. 2 OR ELIiiAL. 2'x6" MIN. WOO DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE 1/4"0 TAPCON OR TAPCON WITH ADVANCED V THREADFORW TECHNOWOY W/ 1 1 /2" Min, PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) (AvJN_ V . VYALK—OBE t[�STAL,,WI-01i A ARMA RUMINn CDDF (Mon Niah Veladty Ifurricane Zone ■■■AEI American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 2011 EASTERN METAL -SUPPLY. INC. "rows # "M "W TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O KY.. WIWW 8.AMD - - t OLD 1 1-063 11 29 1 It DATE: 11 /29/ 1 1 z 4AWING No 4 11-192 5 SHEET 2'xf' WN. W000 STUDS. (AS APPL"LE) EwSflxo CLASS 1D _ 111 FCR ON SHMEf 19 FOR mom (D & END INSTALLATIQNSa) HV- BLADE OR ft�A WINDOW BLADE INTO 2"x4" MIN. WOOD .STUDS _2% " MN. WOOD STUDS REWO. I%e MIN. W00D 1/4 ANCHOR * TA06- G.C. W 1 1/2' V1N. P tNTO tD Sn10S 9R W/ MIN. V2'�� P��E-'NE?R,tnaN FTOM1 OD so "M EXI5r. 1/2' NIN. COX PL4WCd0. } b181�C S.N.S. �• `l9'r'kJ' � • ZJ'M ®•a•�+ztg•ow [NO GONNIM10" Wk. L -1) 1 EI(ei1NC OL-USS� —gad t Cu 11 FM 8 PEmPO (D& FOR 1/2 MtM (D 1A _4 4 , tf' } :x EX15TtlVO GLASS 1X2'1 Mh 1 / 18'X3' ril111 OLVE (D AND N (6065-'f8j CONT. NA�1/2' INN. COX C1N $1iET 19 FUR W1qu. ((a osat PLt�aoO. �s m & AT e]TNfR MOE I JA1' OF �} �10xi/2" S.AI.S. SEE DErAL X FOR J J01 SIDE CONNECTION I•®-©•®•®•()- ...Em, C_ OHNE'�' 1>DN DEtAt�, $i� /--1! 1LASSNp •1/4•0 TAPCCIN ANCHORS 1/4'0 TAPCON AntCf /tOx1/4' W/ 1 1/4' INN. W/ t 1/2" Nar ib G. PEN TRAT1011 O !2" aC. PENEMTM t9 12" O.C- 1 J2• nyCOXr�ll I STUDS REC'M I SICE CONNECTION 1 — Z: oDsr�Id doss 1S 1XMWjZ 0 ILARAOE(IN SHEEr if) RAMS (Da: END_ _CO_CNW=N _ 0E'FA1L `$ 1�rz• 1AW. cox YWOOp. • t= !' on 2• MWX. ((fiAgg AM'LiCtALEj>?"st/8,m'-Y kLYW CUP ANOI E (SOBS-TS ALLAY) AT ASOHOMT $U.S. 10 t (2)1/4`# TAPOONS ANQfM to M AT 1' OA.A= AT ERHER SOE OF(D) SEE DErALL X ME COATECI 2'x4` MIN. WOOD STUDS. (AS APPLICABLE) ISTINC) GLASS t w, SEPAR0M 1I!lADE' O &pry 1 OR `eN�OM�' V ..� v •vQ • d �• fCit. �3xrlfjl•QJa. V •U • UOU V • V- -END ;-CONNE�i1A A1L ■ RECUIRF.D ONLY FOR 11PAN9 C1REit119Jt THAN MIN. !iPkiATtbV >b ra (SEE r SEE .UM TATIONS OF USE FOR �N I WOOF A 4 4 GLADE lA ON SHEET "I S peaFOR l DR(g)OR OR �OROOR�30R f� I 'y�°'®•Q•©�'®�' \-WALL FiNISFF 2'x4• FAIN. YK10!?/ WAe1/ -•�.®•�©•�„ sntos REO% FINtSN,:.O•®.®.p.®+ JENO QUNICTION 0EI 1. (10 AND =NH IP$,` ,, A. Tit `� NrxF_o:_ • .. 1 I-1�i) ORQCR (DOR OR©CR 0 OR 3 •/ 7IILIECOi 1 TILLIT TESTING & ENOWEERING COMPANY 8355 N.W. 38tK St., Ste, 305, NROINtt GARDENS, FLORIDA 33168 Phcne : (305)871-1530 . Fox ; (305)871-1531 e-mant tllfeftbool.eom EB-0006719 WALTER A. TILUT Jr. P,E. E FLORIDA Ltc. 1 44167 A.S.SmAn American Shutter Systems Association, Inc, 4288 We;stroads iMve West Palm Beach, FL 33447 CODE (Non Nigh Velocity Hurricane -done 02011 EASTERN METAL SUPPLY, INC. HVTM Accordion Sher System H.V. RAX #Z WJ OEM W/O H.V. W1Ni M BADE N. E413 OESCRII'T10N DATE DRAV& BY; A13I 1 OLD 11-063 11%29 1. ME: 11/29/11 2 DRAINING No 11•-192 4 SHEET L3 18 OF 20 SICE CONNECTION 1 — Z: oDsr�Id doss 1S 1XMWjZ 0 ILARAOE(IN SHEEr if) RAMS (Da: END_ _CO_CNW=N _ 0E'FA1L `$ 1�rz• 1AW. cox YWOOp. • t= !' on 2• MWX. ((fiAgg AM'LiCtALEj>?"st/8,m'-Y kLYW CUP ANOI E (SOBS-TS ALLAY) AT ASOHOMT $U.S. 10 t (2)1/4`# TAPOONS ANQfM to M AT 1' OA.A= AT ERHER SOE OF(D) SEE DErALL X ME COATECI 2'x4` MIN. WOOD STUDS. (AS APPLICABLE) ISTINC) GLASS t w, SEPAR0M 1I!lADE' O &pry 1 OR `eN�OM�' V ..� v •vQ • d �• fCit. �3xrlfjl•QJa. V •U • UOU V • V- -END ;-CONNE�i1A A1L ■ RECUIRF.D ONLY FOR 11PAN9 C1REit119Jt THAN MIN. !iPkiATtbV >b ra (SEE r SEE .UM TATIONS OF USE FOR �N I WOOF A 4 4 GLADE lA ON SHEET "I S peaFOR l DR(g)OR OR �OROOR�30R f� I 'y�°'®•Q•©�'®�' \-WALL FiNISFF 2'x4• FAIN. YK10!?/ WAe1/ -•�.®•�©•�„ sntos REO% FINtSN,:.O•®.®.p.®+ JENO QUNICTION 0EI 1. (10 AND =NH IP$,` ,, A. Tit `� NrxF_o:_ • .. 1 I-1�i) ORQCR (DOR OR©CR 0 OR 3 •/ 7IILIECOi 1 TILLIT TESTING & ENOWEERING COMPANY 8355 N.W. 38tK St., Ste, 305, NROINtt GARDENS, FLORIDA 33168 Phcne : (305)871-1530 . Fox ; (305)871-1531 e-mant tllfeftbool.eom EB-0006719 WALTER A. TILUT Jr. P,E. E FLORIDA Ltc. 1 44167 A.S.SmAn American Shutter Systems Association, Inc, 4288 We;stroads iMve West Palm Beach, FL 33447 CODE (Non Nigh Velocity Hurricane -done 02011 EASTERN METAL SUPPLY, INC. HVTM Accordion Sher System H.V. RAX #Z WJ OEM W/O H.V. W1Ni M BADE N. E413 OESCRII'T10N DATE DRAV& BY; A13I 1 OLD 11-063 11%29 1. ME: 11/29/11 2 DRAINING No 11•-192 4 SHEET L3 18 OF 20 'z 16 oe TYP. EA. END W. $ W1NDOW'S ALLOWED AT HV WINDOW 13LADE SEE END t 0NNECTION DETAILS ON SHEETS 10 & is TYP, FULL HEIGHT. s l iPLAN--FOR -REQUIREMENTS)Wf 1411 EXISTING cuss ELEVATION -- - -- - --�—- -- - - - - - - �-------- - - — ••1�--�.... -ft _ -- -- - - - - -- 7YP.- 1 SYMMETRICAL CENTERMATES W/ 5 ANDW/O%OR (SE NOTE 4 ABOVE) ELAN MIN, SEPARATION TO GLASS SEE SCHEDULE ON SHEET 11 FOR BLADE (D MID ON THIS SHEET FCR BLADES 0 & 0 --------------- 1 _ 0 = :xe a a>I x ma l• z e l = .a 1 * _t ECOINC-\ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 3110. St., See. 345. Y6iOM.QAROENS,.FLORIDA M166 Phone , (305)871-1530 . Fax : (305)671-1531 4-mail: Ultecefaol,com EB-0006719 'HALTER A. TILLIT Jr. P.E. TE FLORIDA Uo. / 44167 1, MAX. A.S.D. DESIGN PRESSURE RATING: +110, - 110 P.2,f. 2. MAX. SHUTTER SPAN; 96" 3. ALLOWED MOUNTINGS: A. D, 0 & H ON SHEETS 6, 7; AS WELL AS MOUNTINGS M, 0, T, U & W ON SHEETS 16 & 17. CAAR NLY CENTNDiMATE5 N� (BOTH W/ � OR (B) ARE ALLOWED WITH 2i ED IN •A SYM AL OR OPPO NG LAYYOOUT. • IN CASE OF OPPOSING UT, 5 MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CENTER . 5, (A) HV WINDOW BLADE (9 SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS 0"0 HOLES) FOR 9 PER BLADE AT SPACINGS SHOWN ON SHEET *- (a) MIN. CLEARANCE FKA TOP OR BOTTOM EDGE OF HV WINDOW' -BLADE OF ANY 3-0 HOLE FOR SHALL 8E 12'. NO6 OR LW BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV (0) HV WINDOW BLADE (& MUST BE USED ALTERNATE TO A SOLID HV BLADE0 THROUGHOUT SHUTTER'S WIDTH. (E) C TES SHALL ALWAYS BE INSTALLED ADJACENT TO'A SOLID HV BLADE 1 AT EITHER SIDE OF THEM. (F) POLYCARBONATE HY WANQOW @ SHALL BE INSTALLED SO- Ttj� TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINDOW MUST BE ONLY INSTALLED AND LACKED USINO A HV SETTING TOOL PROM BY ASSA, INC, S. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15, AS L3WITED BY SPAN AND DESIGN LOAD (SFF NOTES 1 & 2 ABOVE), 7. SEE ANCHOR SPACNVG SCHEDULE FOR -INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL 'ON SHEETS 12 & 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 8. MINIMUM SEPARATION TO GLASS SCHEDULE, PER ASPA - E-1,996: WIND ZONE MINIMUM SEPARATION TO GLASS 1 THRU 3 1" 4 6.25" i3tlTlCt dfq. ` ►� j jol 191 � ' A.S.S.A., Amerlocin- Shutter Systems M80010tion" Inc. 4268 1WestroGds Drive West Palm Beach, FL 33407 Velocity Hurricane Zone 2011 EASTERN METAL SUPPLY, INC. W RIM M . nH Ir1 ! TM Accor&on Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE t OLD 11-063 11/29/11 DATE 11/29/11 Z DRAWING 140 3 11-'192 --5 - -I SHEET .6"x 1 1/Z°x 0.035" THICK 1 „rra DES Min. AMW A-633 GRADE 40 in' Mfa. G-60 OALV. STEEL METAL STUDS AT 16" O.C. w r 41 W 1 3/4"x 6 1 /4"x 0.036" THICK Min, CONT, GALV. STEEL. TRACK CNANNE A-653 GRADE 40 miri, G-co ' 12ED FASTENED To STUDS W (4) #6x1/2' TEN SCREWS Ok i �EXISTINO FINISH Ih RIOR & EXTERIOR FACE I AS APPLICABLE EXISTING GLASS I MIN. SEPARATION k_(SEETO GLASS SCHEDULE) 1 3/4"x 6 1/4"x 0,035'* THICK MIn. i EXISTING FINISH CONT. GALV: STEED. TRACK CHANNEL, I AS APPLICABLE A5TM A-653 GRADE 40 . Min. G-60 GALVANI2ED FASTENED TG STUDS W/ (2) #611/2" TEK SCREtiS DN 4.3Ed WTERIOR & EXTER10ft FACE O.C. $"x i 1/2"sx 0,035" THICK Min. AS A-633 GRADE 40 Min. G-60 GALA, STEEL 1' METAL STUDS AT 111"`O.C. A1i>7 I 43b INTO METAL STUD WALLS ® 6 D.C. 40 4 f 75" MR BERTHA 0 HV SLAM SHUMR EM INSTMIATI N TO LID 1. MAX. A.S.D. DESIGN PRESSURE RATING. +75, — 75 (psf) 2. MAX, SHUTTER SPAN: 84" 3, ALLOWED MOUNTING: 0 ON THIS SHEET, 4; ONLY E'�VTERMATE 21 WJ 24 HV LOCK ARE ALLOWED WITH 21 P�RRANGED A SYMMETRICAL LAYOUT. USE 0 (2) 35 (15" LOUG, MINIMUM) -MUST 'ALWAYS BE INCLUDED AT ERIQR OR INTERIOR ACCESS SIDE OF CENTERMATE. * BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE (B APPLICATION WITH BLADE tD (_"-------- — ----7--_------ -- - - L-E)QSTING CLASS I` c. I 1 { 1 �! I . ! 43 4.3b 43c QENT-ERMATLS W / 1 ` ry T�f�lo� ACCESS 1 33[[ 1• 1: ESS SIDE 11 .. --------_---------._...._� _-- -----y ---_-'--------------- -- 1 1. s" (TYP.) r -- - - -- FIN ------------------ 12 3 114" (TYP,)—' (Cont.) 8 1/2" (TYP') P.E 1 (6" Min.) 0 : f4 167 DATE ZOW- Max. 03- a`' o' WIND ZONE MINIMUM AS,rM E-1990 SEPARATION .1 THRU 3 IN 4 421 EMSTING -FINISH AS APPLICABLE (fYP, TOP &-ROTTOM) E �f � � VI 0 e N MIN. TO GLASS I ; ; 2" (SEE SCHEDULE)'"Mox. "' - ��7"� 6 1 /'1" MAX, SLACK ,-TAIL NYEn�v R IL 1ECO-flic. TILLIT TESTING & -ENGINEERING COMPANY $355 Ii.YI. 3Bth, St, Ste.. 305, VIRGM GARDENS.. FL CROA 331 Phone : (308)871-1530 . Fax : (305)871-1531 e-moll: Vtecascnl.com ES-0,306719 WALTER A. TIL.LIT Jr. P.E. FLORIDA Lic, # 44167 A.S.S.A. American Shutter Systems Assoclatiorii, Inc. 4268 Westroads Drive West palm Beach, FL 33407 43J�a 1IA at NOMINAL &-UMIN M SLEW 6063—T5 ALLOY ubi 3,000"_ N Me X. _1 43c LENGTH + 1 " I _ jAw0--2X3n BOLL MUST PENEf`RATE '43c I" In >n 1 /4" 0-20 THREADS i 1 / wg ..ELCO_ 90S3R19MM PBQQ�CrSS FAB,:-LOK HD QOMEDNE.NTS. SCALE: 3/8"= 1" i 3/4"•x 5 1/4"* 0,035" THICK Nin. CONT. GALV. STEEL TRACK CHANNEL, ASTM A-653 GRADE 40 Min. 0-60 GALVANIZED FASTENER' TO STUDS W/ (2) #8xT/2" TEK SCREWS- ON INTERIOR ,e, EXTERIOR FACE I LOCATED AT 1 Z HV HEADER/SILL ENDS AMA SIDE CONNECTION TO TRACK Ion 'Ifigh Velocity flurricone Zone 0 2011 EASTERN METAL SUPPLY, . INC. MM" ■ WIAM "W TM Accordion. Shutter System IV. BLADE #1 Wf CR W/0 H.V. W KM BLADE 1 I OLD 11-063 1/29/111 OATLEo 11 /n/ 11 2 DRAWING No r� a 11--192 4 a SHEET