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HomeMy WebLinkAboutProduct Approval11 (21) r �e c_�u'MO41111 SZ 9qOD OR -7 SC How long in home?^ How long st Crim al background checks important? Main interests: Storm protectio e s* . . . . . . antyl Security Appearance investment 01her projects coming up: Insulation—— Roofing Siding-- -Gutters , STORM PROTECTION PANELS, FABRIC, AND SHUTTERS SPECIFICATION SHEET t • CD�r�rJrj� tlTOMER: "*'' {� t t C �I � 3 3,2 4..1 SPEC SHEEjA' `�T q J M - CONSULTANT: �✓ ) W \ - ��,J1P til / M{ DATE: 3 j � k -1 UMVIAL CONSIDERATIONS: S oc Sheat Com onehts: Ut Total Ui I Square Foot Total SQ provide the Ul tot Panels, Bahamas and colonial shutters and SQFT for Accordions and Hurricdna Fabric. Square footage Is calculated as finished width inches x finished height inches divided 144 Inches Header Track - Add 6' to the finished width of the barrier for panals.and shutters and 4' for fabric. Sift Track - Add 6' to'the finished width of the barrier for panels and shutters and 4" for Fabric. Bulfd out da th - dlstance from the exterior wall of the house re aired to avoid obstacles" K ---p a minumum of T of space between the 2fass of the window and the Storm Protection. 11 --angle measurement - Add 3' to the hei ht on the toil and d ht side of tfie harder. Ntalotiai Is used to ce sides aI the panels. I have reviewed and agree with all tha Job specifications above and Me Spacial •Terms and Conditions. CUSTOMER SIGNATURE j: Finished S)ze of Barrier Extrusions ar ur Torr tun DR ' !f h Cow LocaNen Floor Widfr, inches Foot Toter e F Square F Header Track iLFj Stir Track Build our De n L -An to Her ht inches t 6Ct'j' '� i j � ! x I r 4 UMVIAL CONSIDERATIONS: S oc Sheat Com onehts: Ut Total Ui I Square Foot Total SQ provide the Ul tot Panels, Bahamas and colonial shutters and SQFT for Accordions and Hurricdna Fabric. Square footage Is calculated as finished width inches x finished height inches divided 144 Inches Header Track - Add 6' to the finished width of the barrier for panals.and shutters and 4' for fabric. Sift Track - Add 6' to'the finished width of the barrier for panels and shutters and 4" for Fabric. Bulfd out da th - dlstance from the exterior wall of the house re aired to avoid obstacles" K ---p a minumum of T of space between the 2fass of the window and the Storm Protection. 11 --angle measurement - Add 3' to the hei ht on the toil and d ht side of tfie harder. Ntalotiai Is used to ce sides aI the panels. I have reviewed and agree with all tha Job specifications above and Me Spacial •Terms and Conditions. CUSTOMER SIGNATURE j: 71151015 ' Florida Building Code -O ine s � �✓ sx�T �'?- rc � � s �. £..�tx.��,�rx 5= `��` � � s '�'r r� �' x �;g £' s s � ��, ,.,�. ji a- . 1c, IOru3l `Ii?iiYa SCIS Home Log In User Registration Hot Topics Submit Surcharge ' Stats & Fact ( Publications FBC Staff BCIS Site Map ' Links y Search ! Busines r�, s g Product Approval Profen cal tUSER: Public User _• ,,, , , Product Approval Menu > Product or Application Search > Appllcation Lis F > Application Detail Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method F11850 R10 COI HV Accordion CI HVHZ,pdf Standard TAS 201, 202, 203 Method 1 Option D Year 1994 FL # FL1850-R10 Application Type Revision Code Version 2014 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 Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Emaii Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer _- Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Walter A. Tiilit, Jr., P.E. the Evaluation Report Florida License, — PE -44167 Quality Assurance Entity National Accreditation and Management Institute, Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE k; Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method F11850 R10 COI HV Accordion CI HVHZ,pdf Standard TAS 201, 202, 203 Method 1 Option D Year 1994 711fi�2015 ' Florida Building Code Online Date Submitted 04/26/2015 Date Validated 04/28/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 summary of Products FL # Model, Number or Name Description 1850.1 Bertha HV Accordion -Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ) Drawing# 15-081 retained by tracks to provide hurricane protection. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A - -" "- --- Other: Large Missile Level "D". Max span is 12'-7" for 35 psf i positive ASD load and 13'-0" for 35 psf negative ASD load for a one specific condition shown in span tables. See additional loads and spans on engineered drawings. Installation Instructions FL1850 R10 II A.S.S,A. INC, drawing DRWG.15-081.odf Verified By: American Test Lab of South Florida Inc. Cleated by Independent Third Party: Yes Evaluation Reports FL1850 R10 AE A.S.S.A. C. P.E.R DRWG,15-081.Ddf Created by Independent Third Party: Yes 1850.2 Bertha HV Accordion Shutter i Extruded aluminum interlocking blades retained by tracks (Combo) - HVHZ - Drawing#15-079 (top and bottom) for storm protection I Limits of Use - Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D". Max, span is 13'-2" for 30 psf positive ASD load w/o window blade, 16'-0" for 30 psf negative ASD load for HV1 blade w/o window blade for conditions indicated on schedule #1,.sheet 12. And 15'-5" for 30' psf positive ASD load w/o window blade and 18'-0 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25, 28 and 28A of installation drawings for other spans and pressures. Installation Instructions FL1850 R10 II A.S.S.A. INC. DRWG.15-079.odf Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL1850 R10 AE A.S.S.A. INC. P.E.R._DRWG.15-079.odf Created by Independent Third Party: Yes 11850.3 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks 1 Only (HVHZ) - Drwg# 15-080 1 (top and bottom) for storm protection Limits of Use Approved for use in. HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max, span is 16'-0" and 14'-9" for 30 psf ASD negative load depending on centermates and locking rod configuration for the HV1 blade, 8'-0" for +64, -72 psf load for HV blade for Keystone mountings 7-0" for +75, -75 psf for metals stud mountings and 8'-0" for 110 psf. for HVI and HV1A working in unison. See sheets 7, 11,_20 and 19 respectively of installation drawings for other spans and pressures. Installation Instructions FL1850 R10 II A.S.S,A, INC. Drawing DRWG.15-080.Ddf Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL1850 RSO AE A.S.S.A. INC. P.E.R DR_WG,15-080 Created by Independent Third Party: Yes Btck Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records, If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: go n^.EE 12 Dips:ifftoridabuildN:org/pripf_app dtl.aspz?param=wGEVXQwtDgs9%2f%2ftCOhPJQoelShMDridBDPfi 3tFpHg►1JrgglJQlpQg %3d _._ NRA(,_NOTES' - 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM WITH N.V. BLADE 13 W/ OR W/O H.V.,WINDOW BLADE $3 SI (OWN ON THIS PRODUCT EVALUATION DOCUMENT (PED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION) OF THE FLORIDA BUILDING CODE:THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH'VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL. BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FA61OR Kd=0.05, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5. 6, 7, 8 & 18. 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 MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ ANT. (ASD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5, 6, 7, 8 & I8. , IN ORDER TO VERIFY THAT ANCHORS ON THIS PED-, AS TESTED, WERE NOT OVER STRESSED, A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS ANALYSIS. A WIND LOAD DURATION FACTOR CD -1.60 WAS USED FOR VERIFICATION OF FASTENERS SPACING IN WOOD.' BERTFLA H.V. ACCORDION SHUTTER SYSTEM WITH H.Y. BLADE, 83 W/ OR W/0 H.Y. WINDOW BLADE 83 ADEQUACY FOR WIND AND IMPACT LOADS HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORT'S: ! -(j)H-V. BLADE 83 80403.01-08 WITH ADDENDUMS 13 &�83A, DATED 4/30/14, 0825.01-10 (WITH ADDENDUM 82, DATED 4/30/14), 1220.01-10, 12Q9.01-10 & 0422.02-14 , AS PER PROTOCOLS TAS -201, TAS 202 & TAS -203, LARGE MISSILE. -(,11 H.V. BLADE 83 WORKING IN UNISON WITH ® H.V. WINDOW BLADE 83 80829.01-08 WITH ADOEMDUM 82, DATED 4/30/14, AS PER PROTOCOLS TAS -201, TAS 202 & TAS -203• LARGE MISSILE. - 1D H.V. BLADE 83 AND ® H.V. WINDOW BLADE Q3 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 18. 2. BERTHA ACCORDION PINS @.0. @ OR ALTERNATE ©, SHALL BE AS INDICATED ON SHEET'S 3 & 4, IISED AT BLADES KNUCKLE . ACCORDION PINS 32 , USED AT W DIRECT MOUNT SHALL BE AS INDICATED ON SHEET 3. PINS SHAD. BE 410 -Hr MINIMUM SERIES STAINLESS STEEL SCREWS WITH 173.8 KSI YIELD STRENGTH AND 187.4 KSI TENSILE STRENGTH, PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. 3. ALL. ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 -TB ALLOY AND TEMPER, WITH Fy - 27.1 ksi MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL. 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA BUILDING CODE 2007 WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL. COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. S. DOLTS TO BE ASTM A-307 CALVM12ED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD SIRENGTH. 6. SEE SHEETS 6 & 8 FOR ANCHORS SPECIFICATIONS ON DIFFERENT SUBSTRATES. 7. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 86779582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT 85458179 ISSUED TO EASTERN METAL SUPPLY, INC. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALLCENTERMATES AND ENGAGE OR LOCK ALL LOCKS' 10. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING COD£, 11. BERTHA H.V. ACCORDION SHUTTER SYSTEM WITH H,V, BLADE 83 W/ OR WIG N.V. WIN60W BWTE 83 INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY TILE JURISDICTION WHERE PERMIT IS APPLIED TO. 12. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. Le. WHERE THE SITE CONDITIONS DEVATE FROM THE P.E.O. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.ED., 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.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 (EO.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.ED. ENGINEER SHALL. SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW., (e) ORIGINAL P.E.D. SHALL. BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF1H£ P (� iS�S}T� ENGINEER OF RECORD THAT PREPARED IT. TABLE OF CONTE MAXIMUM SPAN TABLES. /TIL EC0 cry �r TILLIT TESTING & ENGINEERING COMPANY SYSTEM COMPONENTS, ='�On•'•. �1Uri; •'�."�7iai• 6x55 MW. 36" St. St 305, VIRGINIA w ENS. F'LARDA 33' Phone : (305)871-1530 . F : (305)871-1531 FB --00067191 — ` 019,10 AIL. WVTER A MLUT Jr. P.E. . .._ P.E. SEAL/SIGNATURE/DATE FLORA Uc @ 44167 TABLE OF CONTE MAXIMUM SPAN TABLES. AREA 1 • HV BLADES 0 GENERAL NOTES. &A SHEET 1 SYSTEM COMPONENTS, 1-21 SHEET 2 SYSTEM COMPONENTS. 22-36 SHEET 3 TYPICAL SHUTTER ASSEMBLY. SHEEr'10 SHEET 3A TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS. SHEET 4 MAXIMUM SPAN TABLES. SHEET 5 ANCHOR SCHEDULE- CONCRETE SHEET 6 ANCHOR SCHEDULE- CONCRETE & BLOCK, SHEET 7 ANCHOR SCHEDULE- WOOD SHEET B INSTALLATION DETAILS 1=6 -CONCRETE & BLOCK SHEET 9 INSTALLATION DETAILS 7-9 -CONCRETE & BLOCK SHEEr'10 INSTALLATION DETAILS 10 -METAL SND SHEET IDA INSr. DETAILS W/ HV CENTEFtMAT£S 0 & ®SHEET 11 NST DETAILS W/ W _r LOCK CENTERMATES & @ SHEAT 12 INSL DETAILS W/ HD CENTERMATES q SHEET 12 END CONNECTION DETAILS 1-6-odNCRETE & BLOCK SHEET 13 INSTALLATION DETAILS 1W -6W -WOOD SHEET 14 INSTALLATION DETAILS 7W -TOW -WOOD SHEET 15 END CONNECTION DETAILS 1 -6 -WOOD AREA 3: HV WINDOW B6A ONLY SHEET 16 TYPICAL WINDOW BLADE & WINDOW DETAIL SHEET 17 TYPICAL SHUTTER ELEVATION SHEET to FTH'S DRAWING SHALL ONLY BE USED TO TAIN • PtRMlTS IN THE STATE OF FLORIDA 1 FLORIDA BUILDING CODE (Nigh Velocity Hurricane ® 2015 EASTERN METAL SUPPLY, INC. American Shutter Systems ABsoclatLOn, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Accordion a0 +t-o3o System DRAWING No 15-081 0 HV BLADE #3 HV WINDOW BLADE #3 isiT 97".oar .594' 1-3.520' SEE LIMITATIONS OF USE 1 @2 HV HEADER FOR BLADE ON SHEET 18 HV .670- 2.226' 62' [ L .072*. .0o72n -3.226' HV ADJ. rLRTRACK ffl 6IUALJFIED FOR USE W/ HV BLADES (1)," BLADES -1226' -3.352* 1.5 HV ADJ. ADAPTER W/ LIP OUALIFIED FOR US W/ HV . 13LADES0, .100, .oar QQHV B.O. TRACK FIED FOR USE W1 HV BLADES 01.(9 .870' Ng (.072 2.0ge- 4.436" .123" 6 5A Cl .00 oar 8 .67D* .060o -211.1 qja) .670" 7' 3.szo' ALUMINUM ANLLW 9 Bae 84 -27 Ixiir HV HEADERISILL @HVI-13.0.IiEADERISILL QUALIFIED FOR -USE -W/ QUALIFIED FOR HV QUALIFIED FOR USE W1 HV BLADE (j) BLADES (BS BLADE 1491' y x MIN. Y Uk 1. 0 "ell nv DIRECT IVI%Jun A V 10HV90*118O. STARTER HV WALK -OVER TRACK UAUF'ED FOR USE -0 NV Hv BLADES I W/ HV QUALIFIED FOR USE 8 CORNER POSTS QUALIFIED FOR BLADES (1). BLADETQUALIFIED FOR HV KOPREN SPAM BETWEEN BL '/' ...- -- ADE q.576* 745' 2.293- -2.293' .745' r 062. C' 9-615` 0154• 13 HV CENTERMATE HV FLOATING CENTERMATE Q, AURED FOR USE W1 HV G QUALIFIIFOR(USE ' r HV BLADESLADES I E& Z074' --------- 4,045- tI,756' N 03 • 08 HV MALE "I"LOCK HV FEMALE -17'LOCK 18CENTERMATEi CENTERMATE QUALIFIED FOR USE W/ KV QUALIFIED FOR USE W/ HV oil" BLADE (1) , . BLADE(l) P.E. 0.75191.051.0.500' THIL 304 AISI1/4.11-20 NOWS FOR RAT BAR 2W'/Z- S.S. U.S. .9 (2) IlrOl CETAL WA/,D '@Bt, a 15 S.S. SALT WATER LOCK QUALIFIED FOR UAE W/ HV I BLADEQ) 1/4--2091/2' 1/4"-20 ftA7 HEAD I"NADEDD CAST (2 TTPJ BAKED PAINTED "E" "B"'B" 0. a. .875' 1.940' DNA% CYUNDER (C"Row x.492"1.419'PLATED) 675' 16 H.V. LOCK QUALIFIED FOR USE W/ HV BLADES (D.(D TIT 1.000-L- 4822' . PLAN FRONT ELEVATION 0 HV --r- LOCK "T I" LOCK CENTERMATE QUALIFIED FOR U�E W/ W 4r FLORIDA ,%If FOR "7`" -- I r 1,- 11- .1 - FuAnF' =1 13LADE (1) (12 SIDEAN!kft _ 0UPFIED FOR (1)hwr ,, BLADES ,US 1/4- 20 HOUSING ENAMEL TILLIT TESTING & ENGINEERING COMPANY 53M N.W. 3611, St, Sic 303. VIRGINIA GARDENS. 1101110.4 33 Phone : (305)871-153 . F.. : (.305)871-1531 -M tfllo.wow- 10109. VD-DI'Da", A. WITT ". P.1- (CiMUE PIATED) Mciallk U.. 144167 (12 SIDEAN!kft _ 0UPFIED FOR (1)hwr ,, BLADES ,US 1/4- 20 HOUSING ENAMEL 10109. (CiMUE PIATED) 0 N.V.-EGRESS LOCK QUALIFIED FOR USW/ HV BLADES (D -4 COMPONENTS 6063-T6 ALLOY AND TEMPER SCALE BUILDING CODE (High Velocity Hurricane A Aft w*w%SwAw American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 2015 EASTERN METAL SUPPLY, INC. Accordion Shutter System OLD 3-030 DRAWING No 15-081 -- — �- .�f.917"—• QO o _ r- CYLINDER American Shutter Systems is e .063' .21 OR ICU 1.5 Min. CYLINDER 1.78' Mux. I_ BY RECENT HARDWARE MORTISE LOCKS 25 HD LOCK SERIES 2333 HOOK BOLT LOCK. 22 HD CENTERMATE W/ HV W/ LOCKING ROD QUALIFIED FOR USE BLADE - W/ HV 1.917 f.f .279' io F 23 HD CENTERMATE W/ NO LOCKING ROD QUALIFIED FOR USE W/ W BLADE (D tl/2' E-1 1/4.0 27 HV 114" 0-20 AISI 304 SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 0 .500'o 0.201' o= �o n 32 HV DIRECT MOUNT PIN #14-14x1 3/4' W/ #8 HD, W/ HV HD MARKING (SEE DETAIL %, SHEETS 13 & 16) W/ DACROSHIELD COATING .255 a TNUMBIURN CYLINDER OR .12 ' KEY CYLINDER .545*: of 0.875' MIA. u? .375'.509' m ro c 000 n m . 2A HD CENTERMATE'S O INSERT .804" QUALIFIED FOR USE W/ HV - BLADE (D 711UMBTURN 1.13D' • I .a7sro (8;�HV 3/8" QI-16 ACETAL THUMBSCREWS 'QUALIFIED FOR USE W/ HV BLADEQi 3Wo u" " .15Yi 1A ro 2 a 33 HV PIN Q) BLADE #10-18•'x2 3%4" W/ #8 HD, W/ HV HD MARKING W/ DACROSHIELD COATING P.E. ADO'o .151' • � y �J 34 HV PIN o11 #10-18'x2 3/4" W/ #8 HD, W/ HV HD MARKING W/ DACROSHIELD COATING .204• f b� NZ i 35 HVA 1 t )MALE KNUCKLE 13 18 10 22 29 #14-14"x2 3/4" W/ #8 HD, W/ HV HD MARKING W/ DACROSHIELD COATING :? l/L ECOImc. • TILLIT TESTING & ENGINEERING COMPANY ,4( ILL" N.W. 16M SL, S&. 105, Mflol fA OAROENS, nmm 33' '�i" Ptwrw : (305)871 -15]p .Pox : (305)871-1531 e-mail: t1h.0 1— ' r9-0008719 WALTER A TILLR Jr. RE. n Arc FLORIDA Uc. 144167 26 12" LOCKING ROD 68 6" LO, ROD QUALIFIEDFORWr W/ NV QUALIFIED FO � W eLAI) � / HIV ,Q 26 , 64 INSTALLATION WILL REQUIRE A /16° OLE DRILLED AT TRACKS FOR PROPER EMBEDMENT a/16'y o.azr s•s. OMrs SWM '� O 3Ny40We�taQa B'? ELEVATION A .120•. 30 HV NYLON HAT 31 HV WHEEL CARRIAGE WASHER AISI 302-303 SERIES .365'p r ASS* ' g� o< a 36 ALTERNATE PIN @d BLADE & (u) 11 #10-18."x3" W/ #8 HD, W/ "4" HD MARKING W/ DACROSHIELD COATING COMPONENTS, {CONTINUE©} N.T.S FLORIDA BUILDING CODE (High Velocity Hurricane Z� • QO BERTHA HVTM S ■ S.A■ CYLINDER American Shutter Systems is HV. RAD W OR W H.V. NlNDON I LAbE REy. Association, Inc. OR ICU 1.5 Min. CYLINDER 1.78' Mux. 4268 Westroads Drive BY RECENT HARDWARE MORTISE LOCKS 25 HD LOCK SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLAOC(71 .475• �i .05' 1Q , 28 HV LONG RECESSED i 29 HV SHORT RECESSED NYLON BUSHING NYLON BUSHING ADO'o .151' • � y �J 34 HV PIN o11 #10-18'x2 3/4" W/ #8 HD, W/ HV HD MARKING W/ DACROSHIELD COATING .204• f b� NZ i 35 HVA 1 t )MALE KNUCKLE 13 18 10 22 29 #14-14"x2 3/4" W/ #8 HD, W/ HV HD MARKING W/ DACROSHIELD COATING :? l/L ECOImc. • TILLIT TESTING & ENGINEERING COMPANY ,4( ILL" N.W. 16M SL, S&. 105, Mflol fA OAROENS, nmm 33' '�i" Ptwrw : (305)871 -15]p .Pox : (305)871-1531 e-mail: t1h.0 1— ' r9-0008719 WALTER A TILLR Jr. RE. n Arc FLORIDA Uc. 144167 26 12" LOCKING ROD 68 6" LO, ROD QUALIFIEDFORWr W/ NV QUALIFIED FO � W eLAI) � / HIV ,Q 26 , 64 INSTALLATION WILL REQUIRE A /16° OLE DRILLED AT TRACKS FOR PROPER EMBEDMENT a/16'y o.azr s•s. OMrs SWM '� O 3Ny40We�taQa B'? ELEVATION A .120•. 30 HV NYLON HAT 31 HV WHEEL CARRIAGE WASHER AISI 302-303 SERIES .365'p r ASS* ' g� o< a 36 ALTERNATE PIN @d BLADE & (u) 11 #10-18."x3" W/ #8 HD, W/ "4" HD MARKING W/ DACROSHIELD COATING COMPONENTS, {CONTINUE©} N.T.S FLORIDA BUILDING CODE (High Velocity Hurricane Z� • 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM S ■ S.A■ Accordion Shutter Sy3tem American Shutter Systems is HV. RAD W OR W H.V. NlNDON I LAbE REy. Association, Inc. No OESCWPpgy DRAWN an is ua 4268 Westroads Drive VGATE ,W1a DATE D4 Io/1g z West Palm Beach, FL 33407 s DRAWL ty: �; t U r i l aI a «.L =_1 Lj_� `_'E (1 " EXTERIOR EXTERIOR EXTERIOR EXTERIOR II � II I QG If if 00 iI 1I ASSEMBLY ATPI ASSEMBLY IN BETWEEN(. ( @GO EVERY OTHER INTERIOR KNUCKLE) ' , ASSEMBLY AT61 ' ASSEMBLY IN SEPNE ,�? ( ©GO EVERY OTHER INTERIOR KNUCKLE) ` „ i TYPICAL SHUTTER ASSEMBLY TYPICAL SHUTTER ASSEMBLY WHEN �" LONG NOMINAL PINS ARE USED * WHEN 3" LONG NOMINAL. PINS ARE USED SGtE 1/4- - t' 5G1E i/4' .. I- -THE HV PINS & BUSHINGS ARE PRE—ASSEMBLED. TO KEEP BUSHINGS ON THE PIN A NOMINAL 0.275' O.D. x 0.130" I.D. x 0,072` THK. RUBBER RING IS PLACED OVER THE END Of THE SCREW, THE RING IS LEFT ON THE PIN WHEN INSTALLED INTO THE KNUCKLE'S SCREW BOSS. tgot"' �a A. Tj '' _r FLORIDA BUILDING CODE (High Velocity Hurricane ZG�� I 11111 Nst C0 2015 EkSTERN METAL SUPPLY, INC, CAI S t 1 L 1 ■ �. >�. ■ ■A■ Acc rdionTShu ter S � f2/iy — . American Shutter Systems Hv w� OR W 0 kY WINDOW BLS TIWT TESTING & ENGINEERING COMPANY y RLx xo D6i:WPHOH r nr 8355 N.W. 36th. St., 57°, 303, MRCM "WEN$, n.OR[U 3378 Association; Inc. t �3_nw DATE 01LLWH ! ul ^(1R1 : SSS 0 Phan° : (305)871-1530 .fox : (305)871-1531 4268 Westmads Drive Z Vt°h° DATE 04 e—mdEB OtlO86a0ot.c°m West Palm Beoch, FL 33407 3 WINO P.E.rgl 1 : iM A 120ATE WALTER A. TILW Jr. PX- Ho FAR QA u°. 8 447x7 1 081 5 e sHEtz 3 t i SHUTTER SPAN (SEE SCHEDULE ON SHEET 5) SEE END CONNECTION DETAILS ON SHEETS 10, 13 & 16 TYP. FULL HEIGHT. -'-II--,11t ;g 1/2 OF SHUTTER SPAN 0 FOR INSTALLATIONS W/ (1) IN OR HD LOCKS OR MAY BE INSTALLED 12' ABOVE OR BELOW MIOSPAN OFLL SHUTTER. II 08 TYPICAL () H V BLADE A3 SHUTTER ELEVATION * APPI IT'.ATInN w/ No LOCKS & CENTERMATES: N.T.S. SEE UM�AitONS OF USE FOR 8%E A ON SHEET 18. ONCE AL�T'EERL A�TEH • LOCK ® MAYBE USED IN LIEU OF OTHER LDCKS FOR ANY SPAN AND INSTALLATIONS AT ANY ELWATTON• ALTERNATE HD LOCK @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK ArrA.cHmmT OF HO LOCK 0 TO (a IS W/ (3) 8 x 3/8' F.H. S.S.M.S., AND IKLUDES REINFORCEMENT INSERT @ AS SHOWN ON SECTION is, SHEET �1sc2'.t, LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ®or �IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE (Hiah VPlaOity H,-;-. y NOTES ON HV HV "T" AND HD LOCKS AND CEht T VALID ONLY FOR INSTALLATIONS W/ NV (1<� 1 TES: 0 2015 EASTERN ML7AL SUPPLY,, INC. V", BERTHA HVIM --'-- Accordion Shutter Sys * APPLICATION W/ HV LOCKS AND CENTERMATES: -�- _._.... 1. MANDATORY CbNo 1TON /1- ONE HV LOCK is ar Qqor 1(� SHALL. BE USED AT 1/2 pd. -UP SPAN FOR 11 L C ®I ut:. w7 e ■ ■ ■ TO SPAN OR, 12" ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS -70 1561-_AND_FOji t SMULR ,Ae,B�, 11.EYATLbN EXCEPT FOR INSTALLATIONS INTO METAL STUDS. W LOCK 0 or ® or © MAY j* USED SNS AT ANY o 12 OUTSIDE LOCK, ATTACHED TO 0 or (9 CENIERMATES W/ (2) 1/4"-20 x 1/2' LANG FIAT HFJ� S.S• ft AN INSIDE iL.00ATIONor RIGA,..0 kr TILUT TESTING a ENGINEERING COMPANY 6355 N.W. 360, St., Sb. 305, ViRGRM Gkwm..ARM 371 LOCK S}IALL BE AS INDICATED ON TY MC& SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ AND �IS Y OPIIONM, 1 «a L> o>o 2 DRAWING a O No /@ 2 m�aal�m 'l�m© 2. i2 FOR LMSTAttAnaLOCK Ur 0 / W 1/2 OF Stt Sp or USED AT 1 2 Of SHUTTER SPAN fOft ANY SPAN OR 12" ABOVE OR 8(10 UTFEfi SPAN ®SlUlll' BE FORSPANS FOR �7pOqq��a ISI o T8 oSB• tip MAY BE USED AS AN INSIDE OR OUTSSTALLATIONS AT ANY ADENLOCK, EXCEPT ACHED or WC0 NEPAL 5700. LOCK ot. Q ey ®CEN7ERp}ItTES ®D WALTER A Tiwr Jr. P.E FLORIDA D� p 44167 7d Wf fa) L/a >< t/Y LONG FLAT HADS.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL Sa1jurrFJt D.RVA710N. USE OF LOCKING RODS W @ OR 7 TOP AND BOTTOM IS COMPLETELY MANDATORY. P.E. SEAL/SIGNATURE/DAT[ 0 16 3. uAAIIIBMlly MIDliL N #3 FOR -liU'�Tt+ �E. MOUNTING INSTALLATIONS. ONE HV LOCK Q0 or t@ or © SHALL IW ATUSED 1/2Of SHUTTER SPAN FOR ANY SPAN • IV ABOVE or BELOW SPAN FOR SPANS U$+ , 2 OFMAY To 00, FOR INSTALLATIONS AT ANY ELEVATION. HV o BE INSIDE OR OUTSIDE LOCK, ATTACHED TO @ or ® SYMMETRICAL CENTERMATES W// (2) 1/4"-20 x iIZ27 LONG G I FLAT HEAD M.S. LACATION OF LACK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE � W" / of LOCKING RODS ft OR (0 TOP AND BOTFOM IS COMPLETELY MANDATORY. 4. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO LOCK,�S 1 OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS 70 CENTERMATES OR Ll SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LACKS SHALL 13EIAS INDICATED ON TYPICAL SHUTTER ELEVATION. 1 8 i * APP( (CATION Wt+ HV "T" LOCKS AND CENTERMATES: VAUD ONLY FMR RV '1'• LOOK �°R \.:l°R �I 1. lbND�I�gIIATE TO MANILSTDIIY t�LLDmON 01 AND .ENTER STEs d49 uD �I ONE ALTERNATE W 'T' LOCK IV MAY BE INSTALLED IN UEU. OF OTHER LOCKS FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK OF CENTERMATES INCLUDES USING 'J' CUP @ . AS SHOWN ON SECTION 15. SHEET 12, WHICH MUST BE CONNECTED TO CaTERMATES 0 AND 0 W/ 1/4' 0-20x1" S.S.M.S. INTO A 1/4'0 x 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 72' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 0 or qj� TOP AND BOTTOM IS MANDATORY. TYPICAL () H V BLADE A3 SHUTTER ELEVATION * APPI IT'.ATInN w/ No LOCKS & CENTERMATES: N.T.S. SEE UM�AitONS OF USE FOR 8%E A ON SHEET 18. ONCE AL�T'EERL A�TEH • LOCK ® MAYBE USED IN LIEU OF OTHER LDCKS FOR ANY SPAN AND INSTALLATIONS AT ANY ELWATTON• ALTERNATE HD LOCK @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK ArrA.cHmmT OF HO LOCK 0 TO (a IS W/ (3) 8 x 3/8' F.H. S.S.M.S., AND IKLUDES REINFORCEMENT INSERT @ AS SHOWN ON SECTION is, SHEET �1sc2'.t, LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ®or �IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE (Hiah VPlaOity H,-;-. y 0 2015 EASTERN ML7AL SUPPLY,, INC. V", BERTHA HVIM --'-- Accordion Shutter Sys �Uct�rsF.' ' o -�- _._.... = 11 L C ®I ut:. w7 e ■ ■ ■ American Shutter Systems ITV. MADE 0 W OR W 0 tLV. www aft REV. No DESCRIPTION DATE DRAWN L Ly RIGA,..0 kr TILUT TESTING a ENGINEERING COMPANY 6355 N.W. 360, St., Sb. 305, ViRGRM Gkwm..ARM 371 Association, Inc_ 4268 Westroads Drive 1 «a L> o>o 2 DRAWING a O No /@ •. --soTj'}�•+�•=G� - Ph"..: (305)871-1530 . Fux : (305)871-1531 e-mail: tiltcco0ant.wm EB -0008710I West Palm Beach, FL 33407 WALTER A Tiwr Jr. P.E FLORIDA D� p 44167 5 SHEET F P.E. SEAL/SIGNATURE/DAT[ ) 6 4 t8 MAXIMUM SHUTTER SPAN "L+" OR FOR INSTALLATIONS W/ D HV "L-"* (ft.) BLADE. A MAXIMUM A.S PRESSURE RACING POURED CONCRETE, CONCRETE BLOCK t' - AND WOOD INSTALLATIONS AJr WALL MOUNTING FLAORlCE1UN0 MIN. SEPARATION MOUNTING TO GLASS C(Pso or-) e(FT) C (FI) L+(FT) L' (FT) ' KNUCKLE Lo wni 35 12'-7" 13'-0" IT -7" 73'-0" 4" --4 318" 40 11'-10" 12'-3" iT-1O" 12'-3". 4" 4316" 45 i T - 9" 11' -14" 71'- 9" li' -11" 4" 4 318" 50 1T-5" 1T-6" it' -5". 1T -6"i 4" 4318" 55 11'-4" 11' - 4" 1 T- 4' IT -4" 1 4" 4 3/8" 60 i0-6" is -6" i0'-6" 10'-6"1 4" 4318" 65 8'-8" 8'-8" . W-8" 6'-a" 1 4" 4318" V-3- li - 3" & - 3" 3118" 4118- 75 7' - 8" 71-9* T - 9" 7'- Ir I 3118" 4 1/8" 80 T-3" . T-3" T-3" 7--3" , 31/8" 4118" 8S 6' -10" 5. 10" 6' -10" & 10"1 3118" 4 Wr 90 S-7" 5'-T' 6-7" S -T', 3718" 4118' 5-6" 5-6" 5'-5' 31/8" 41/8" 5'-5' 118" 411W 105 5-3" 5-9" 5'-3" 5-3" 3118" 4118" 3118" 23/4" t EXCEPT THAT MAXIMUM SHUTTER SPAN -L+- OR 'L-' AND MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR INSTALLATIONS INTII CONCRETE OR CONCRETE BLOCK SHALL DE LIMITED AS FOLLOWS, I- CONNECTIONS TO KEYST13NE MOUNTING LIMITED TO +64,-72 p.s.F. AND 71-6' SPAN. SEE SECTION 9 ON SHEET 10. 4 EXCEPT THAT MAXIMUM SHUTTER SPAN 'L+' OR "L-' AND MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED AS FOLLOWS: I- CONNECTIONS TO PLYWOOD LIMITED TO 162 p.s.f. AND 8'-11" SPAN, SEE SECTION 5W ON SHEET 14. 2- CONNECTIONS TO HOLLOW CEILING LIMITED TO 162 p.s.f..AND 8'-0" $PAN, SEE SECTION 2W ON SHEET 14. P.E. MAXIMUM SHUTTER SPAN "L+" OR "L-"* (ft.) FOR INSTALLATIONS W/ Q HV BLADE. A MAXIMUM FOR METAL STUD INSTALLATIONS In j f AS.D. PRESSURE WALL MOUNTING FLOOR 1 OFJUN13 MIN. SEPARATION RATING L+(FT} L- (FT) MOUNnNG TCI GLASS (PSO , 4 �0 (+ or) elm L- CTT} L+(F1') L" (FT) KNUCKI c oENTOON AT 64 7'- Cr 7'- 0' 2 314" 4 NB" 72 &-7" 6'-7" - 2314" 41/8" SEE SECTION (DON SHEET ioA MAXIMUM SHUTTER SPAN "L+" OR "L-"* (ft.) FOR INSTALLATIONS W/ (D& (2)o HV BLADES. A IAXIMUM AND WOOD INSTALLATIONS ASD. WOOD 2WALL1• 2. 310 5&9 tESSUREa WALL MOUNRNCT FLOOR(CAUNG MIN.$EPAW1TnON 2W, 3W, 6W W. R�;,,� W CR W/O KV. WWNOOW DESCRD�IDN MOUNTING TO GIASS DATE DRAWN 1 °`0 15-°10 00/1- DATE 04 µ' L+(FT} L- (FT) 1 L'(FT) 1 L" (PT) KNUCKLE c. LDp:.,, SEE UMj[ATIONS OF USE FOR BLADE (ISA ON SHEET 18. (1) Lia MANE RAnND.ft"" ALLOWABLE SP�R A QMPOSITNE ASDL �ft tfi OtAtNi MIOWABtE SPAN WOO A 141M NEGONE AssPA 4 (2) dam DEMUWE UMM, SPAM FOR WAIL Moumpes SCFiFD IES DE�CR PRESSl42£ WAi4tG. DUMMWE y yL FROM SCI AS.O. DEStCN pR &ASD Dia LTERMBTE1�� FD7Ai. Mn>gEu4 ALLOWABLE SF M IS' 70 �N 1 — BLTWEfH i+' AND 1-' � TF1E IMawa (s) PROCELnIRE 1D."'E4, � MOUNTOM y/ � "L� moi" .FOR CoMDINATWJs of no FOR AMCI�U POMWE ASA D �Yl � PiLISSUPE wawc. L7+- MAX SPAN FOR WALL, MOUNMW MVADATXM. LL+~ MAIC SPAN FOR nDOVQBu AD UOUNnN2 mrpLI FRONS. FOR AA GI NECAThE A.S.D. COUCH PRESSURE RAON, L1-� iMX. SPAN FOR WALL MOUNRND IMSrA L n U-- MAX, SPAN FOR FIDOR%CDUNG MOUNTIND INSFOVlMON% NIA_ M078NUM fiLLOWARLE SPAN IS EQUAL TO THE UWWUM BEIWFJ:iJ 1� ' AND Rs (4) CO TO ANCHOR SCHEDULE aR SNPJTS a B 7 FOR CONCRETE AND BUB y LMR hL'oR ME S�yMD3`�WIDIINt ON $ryEET 'a FDR ItEquIpNE uoONnxDNS�,•.'2T e DESIGN PRESSURE MTDIG 1D ERMMD E U�� AAWLLHOR SPAC#IO 'stqxr (5) MINIMUM SEPARATION TOG OW WAERMAT � NSM ��; F'Rpy � REIR OF IMUSEPA DR REAR OF _ CLASS nlnsCONCRETE & FLORIDA BUILDING CODE (High Velocity Hurricank. MASONRY METAL STUD WOOD 2WALL1• 2. 310 5&9 iW" 3W, 4W4, A■ ■ S A, 7W,9W& IOWNG 6, 7 & 8 ___ 2W, 3W, 6W W. R�;,,� W CR W/O KV. WWNOOW DESCRD�IDN & aw -- FLORIDA BUILDING CODE (High Velocity Hurricank. N� 2015 EASTERN METAL SUPPLY. INC. I� L I� C O A■ ■ S A, Accordion H— ordion Shatter Syg TILLIT TESTING &ENGINEERING COMPANY OF i American Shutter Systems W. R�;,,� W CR W/O KV. WWNOOW DESCRD�IDN V55 N.W. 36"' St- Sb. 365, VXQNG DARDOIS, FLORDA 3316 Ptrona : (305)877-7530. Fax : (305)871-1531 �r 'A9soclotlonA Inc, 4268 Westroods Drive DATE DRAWN 1 °`0 15-°10 00/1- DATE 04 µ' .' e- .11: tiitacoDadAxrm . el�y' , FH -0008719 C WALTER West P,OIRI Beach, FL 33407 1 2 0/1( It 3 A TIUIr Jr. P.E. INE/DATE FLORIDA Ua. g +4167 , 4 �0 6 SHEET 5 iR SPECIFICATIONS ON ANCHOR REQUIREMENTSt POURED CONCRETE OR CONCRETE RI OCK SEIRSTRATE"S "I W/AMA ICEU 3•� TNigN W% NO.N1ID nOOOVW IOD4Nu� I. ANCHORS TO WAU, SHALL BE AS FOLLOWS' ALL PODNPI SGUB--�S[:'r (A) TO VOSTING POURED CONCREM ME TAP WITH CAP 1/4"0 Ti pGCN W/ ADVAMJy TMeTFOP.M UEC MMMY, AS WIUFACIURED DY LT.W. BUIIDEX. (Min. re - 3 EAI} �.. TAPPER '•�"* 1/4'0 It 3/4' ALL PCNTS SOLID -SET ANCHORS AS ILSIRRTUIED BY ALL POINTS SQ W; HOLT & sPECtAI.TI' CC.B'ANY. (Aft Fc = 3 k4 1/4'0 BLUE TAP CCNOREIE ANCHORS WITH CAP, AS MANUFACTURED ITT FLORIDA FASTENERS DIRECT. INF (Mn. 1'e - 2 Nal). T/4v TAPPER+ ANCHORS AS MANUFACIURED Hr POWERS FAS EAIER5, INC. (Mtn• re - 3 *W), AND DISTRU AM 0Y ALL PONS SCRIK BOt7 & SPWCWJY OMPANY OR ANY OTHER APPROVED UCFNSED OR A.UTHONREO VENDOR REGISTERED W/ THE AMORICAN SHUTTER SYSTOiS ASSOCIAMN, LNC. NOTES: AI) 6uFIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON W/ ADVANCED IIMDFORM TECHNGLOCT AND TAPPER+ ANCHORS IS 1 3/4', AND 1 1/2' FOR BLUE TAP WRH CAP ANCHORS. -- A2)' WMUUM EMdEUMENT OF 1/4.0 x 3/4' ALL POINTS SCUD -$i' ANCHORS SWILL BE 7/0' INTO THE POURED CONCRETE ND EMBEAWM INTO STUCCO STWy BE PERMTIIM. 1/4' 0-20 SS. MACHINE SCREW USED SHALL BE 1 1/2' LANG LONtUUM SHOULD STUCCO OdST. AND i' MNINUM FOR WAILS WITH NO STUCCO, AL3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SI WL. BE LONG ENOUGH To REACH THE SINN SIRUCTUNE BEHIND SND WALL FINISHES ANCHORAGE SHALL. BE AS INDICATED ON NOTES Al) & AL2) ABOVE FOR INSTALLATIONS ON VNtNYL SIDING WITH OR WITHOUT METAL STUDS OR EFS WITH WOOD STUDS CONSULT TBS ENGINEER, FOR INSTAUnONS INTO EIFS WITH META. STUDS SEE SHEET 10. (B) TO EXISTING ASTM C-00 CONCRETE BACK WA4: 1/4'0 TAPCON W/ ADVANCED TIREADFORM MHNOLOCY ANCHORS, AS MANUFACTURED BY I.T.W. BUIUXX. 1/4'0 z 3/4' ALL POINTS SOUG-SET ANCHORS AS OISTROUTED Of ALL POINTS SCREW. BOLT &. SPECIALTY COMPANY. 1/4'0 GLUE TAP CONCRETE ANCHORS WITH CAI, AS MANUFACRIRED Or FLORIDA FASTENERS ORECt, INC. t/4'0 TAPPET+ ANCR RS AS MANUFACTURED BY POWERS FASTENERS. INC., AND DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPODALTY COI.PNN OR NA• OTHER APPROVED LjCENSED OR AUTNORI2FD VENDai REG5TTt3tED W/ THE mERICAN SHUTTER SYSTEMS ASSOCIATION. INC. NOTES, &I) wN04UM EM CDARNT LNTO coNCRETE iL.00N OF rxPGDN W/ ADVANCED TBOADIT M TECHIVIDGIT ANCHOR IS 1. AND 1 1/4` FUR TAPPER+ AND BLUE TAP WITH CAP ANCHORS &2) MINIMUM EMBE%Mlfr OF 1/4'0 It 3/4' ALL POINTS SOUO-SET ANCHORS S(+2L BE ENTIRELY EIUBEDDED KID INC CONCRETE SLOOL NO ENDEDMENT INTO STUCCO SHALL BE PEADADED. 1/4' 0-20 S.S. MACWNE SCREW USED SIAL BE 1 f/r LONG M(NMUM SHOULD STUCCO DOST. AND 1' WNDAUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE COSMIC WALL OR FLOOR ANCHORS SHALLL. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE DOMD SAID WALL FINISHES. ANCHORAGE SHAM. BE AS INDICATED ON NOTES Hi) & 82) ABOVE. FOR INSTMIATIONS ON VM1L SONG WITH OR WITHOUT METAL STUDS OR EFS Will WOOD STUDS CONSULT TIES ENGINEER. FOR DNSTALATON5 PDO OPS WITH METAL STUDS M SHEET 10, • (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCIER'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (EO.) VERSUS SPACING RELATIONSHIP FOR ANCHORS, 1 HV BLADE' #3 OR 1 HV BLADE #3 W HV WINDOW, BLADE WORKING IN UNISON* FLORIDA BUILDING CODE (High + SEE UMTTATiONS OF USE FOR BLADE 1A ON SHEET I& Velocity Hurricane Zone) It 0 2015 EASTERN METAL SUPPLY, INC. BERTHA H vc�ias ti'4,4................. 11LIEC INS. A■�.S►.A■ Accordion Shutter System �/" `-�_,0-f�-1/1C H.V. DIME W OR W/O H.Y. WiNJOW DLADE TICCIT TESTING & ENGINEERING COMPANY REV. N. OESCIDPOON DATE DRAWN Bf: Al by r %3�4.r American Shutter Systems Association, Inc. 1 otA t0-el0 +/N,/15 OATS 04/10/15 - = .......... „• u . u• •; •. is .y. _��� 4268 Westroads Drive 2 DRAWING No = LS' c m0® 0008710Lcom West POIm Beach, FL 33407 3 4 15—Q81 ASI6NATUft�/DATE WALTER A TLLT Jr. P.E FLORIDA U. P 44187 5 SHEET ' P.E. 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ED Q QQQOEi MM QQQQp00E>•0000� ME ME fl!M �vE QQ _ 00 SPECIFICATIONS ON ANCHOR REQUIREMENTSt POURED CONCRETE OR CONCRETE RI OCK SEIRSTRATE"S "I W/AMA ICEU 3•� TNigN W% NO.N1ID nOOOVW IOD4Nu� I. ANCHORS TO WAU, SHALL BE AS FOLLOWS' ALL PODNPI SGUB--�S[:'r (A) TO VOSTING POURED CONCREM ME TAP WITH CAP 1/4"0 Ti pGCN W/ ADVAMJy TMeTFOP.M UEC MMMY, AS WIUFACIURED DY LT.W. BUIIDEX. (Min. re - 3 EAI} �.. TAPPER '•�"* 1/4'0 It 3/4' ALL PCNTS SOLID -SET ANCHORS AS ILSIRRTUIED BY ALL POINTS SQ W; HOLT & sPECtAI.TI' CC.B'ANY. (Aft Fc = 3 k4 1/4'0 BLUE TAP CCNOREIE ANCHORS WITH CAP, AS MANUFACTURED ITT FLORIDA FASTENERS DIRECT. INF (Mn. 1'e - 2 Nal). T/4v TAPPER+ ANCHORS AS MANUFACIURED Hr POWERS FAS EAIER5, INC. (Mtn• re - 3 *W), AND DISTRU AM 0Y ALL PONS SCRIK BOt7 & SPWCWJY OMPANY OR ANY OTHER APPROVED UCFNSED OR A.UTHONREO VENDOR REGISTERED W/ THE AMORICAN SHUTTER SYSTOiS ASSOCIAMN, LNC. NOTES: AI) 6uFIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON W/ ADVANCED IIMDFORM TECHNGLOCT AND TAPPER+ ANCHORS IS 1 3/4', AND 1 1/2' FOR BLUE TAP WRH CAP ANCHORS. -- A2)' WMUUM EMdEUMENT OF 1/4.0 x 3/4' ALL POINTS SCUD -$i' ANCHORS SWILL BE 7/0' INTO THE POURED CONCRETE ND EMBEAWM INTO STUCCO STWy BE PERMTIIM. 1/4' 0-20 SS. MACHINE SCREW USED SHALL BE 1 1/2' LANG LONtUUM SHOULD STUCCO OdST. AND i' MNINUM FOR WAILS WITH NO STUCCO, AL3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SI WL. BE LONG ENOUGH To REACH THE SINN SIRUCTUNE BEHIND SND WALL FINISHES ANCHORAGE SHALL. BE AS INDICATED ON NOTES Al) & AL2) ABOVE FOR INSTALLATIONS ON VNtNYL SIDING WITH OR WITHOUT METAL STUDS OR EFS WITH WOOD STUDS CONSULT TBS ENGINEER, FOR INSTAUnONS INTO EIFS WITH META. STUDS SEE SHEET 10. (B) TO EXISTING ASTM C-00 CONCRETE BACK WA4: 1/4'0 TAPCON W/ ADVANCED TIREADFORM MHNOLOCY ANCHORS, AS MANUFACTURED BY I.T.W. BUIUXX. 1/4'0 z 3/4' ALL POINTS SOUG-SET ANCHORS AS OISTROUTED Of ALL POINTS SCREW. BOLT &. SPECIALTY COMPANY. 1/4'0 GLUE TAP CONCRETE ANCHORS WITH CAI, AS MANUFACRIRED Or FLORIDA FASTENERS ORECt, INC. t/4'0 TAPPET+ ANCR RS AS MANUFACTURED BY POWERS FASTENERS. INC., AND DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPODALTY COI.PNN OR NA• OTHER APPROVED LjCENSED OR AUTNORI2FD VENDai REG5TTt3tED W/ THE mERICAN SHUTTER SYSTEMS ASSOCIATION. INC. NOTES, &I) wN04UM EM CDARNT LNTO coNCRETE iL.00N OF rxPGDN W/ ADVANCED TBOADIT M TECHIVIDGIT ANCHOR IS 1. AND 1 1/4` FUR TAPPER+ AND BLUE TAP WITH CAP ANCHORS &2) MINIMUM EMBE%Mlfr OF 1/4'0 It 3/4' ALL POINTS SOUO-SET ANCHORS S(+2L BE ENTIRELY EIUBEDDED KID INC CONCRETE SLOOL NO ENDEDMENT INTO STUCCO SHALL BE PEADADED. 1/4' 0-20 S.S. MACWNE SCREW USED SIAL BE 1 f/r LONG M(NMUM SHOULD STUCCO DOST. AND 1' WNDAUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE COSMIC WALL OR FLOOR ANCHORS SHALLL. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE DOMD SAID WALL FINISHES. ANCHORAGE SHAM. BE AS INDICATED ON NOTES Hi) & 82) ABOVE. FOR INSTMIATIONS ON VM1L SONG WITH OR WITHOUT METAL STUDS OR EFS Will WOOD STUDS CONSULT TIES ENGINEER. FOR DNSTALATON5 PDO OPS WITH METAL STUDS M SHEET 10, • (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCIER'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (EO.) VERSUS SPACING RELATIONSHIP FOR ANCHORS, 1 HV BLADE' #3 OR 1 HV BLADE #3 W HV WINDOW, BLADE WORKING IN UNISON* FLORIDA BUILDING CODE (High + SEE UMTTATiONS OF USE FOR BLADE 1A ON SHEET I& Velocity Hurricane Zone) It 0 2015 EASTERN METAL SUPPLY, INC. BERTHA H vc�ias ti'4,4................. 11LIEC INS. A■�.S►.A■ Accordion Shutter System �/" `-�_,0-f�-1/1C H.V. DIME W OR W/O H.Y. WiNJOW DLADE TICCIT TESTING & ENGINEERING COMPANY REV. N. OESCIDPOON DATE DRAWN Bf: Al by r %3�4.r American Shutter Systems Association, Inc. 1 otA t0-el0 +/N,/15 OATS 04/10/15 - = .......... 6355 N.W. 30U� St. St. 303, VIRGINIA GMDFNS, FLORIDA5116 (105)871-1530. Fox : (305)871-1531 4268 Westroads Drive 2 DRAWING No = LS' c m0® 0008710Lcom West POIm Beach, FL 33407 3 4 15—Q81 ASI6NATUft�/DATE WALTER A TLLT Jr. P.E FLORIDA U. P 44187 5 SHEET ' P.E. S ALf 6 6 OF lo i HV BLADE ORCl)HV BLADE 3 W 1A HV MNDOW BLADE WORKING IN UNISON: T4 -CM W1 Abt*t$+4Wr+1kT%°41ki}+�tt�x - * ..LIM s� ,wcHa� ALLUE PaRrs saua-sa , 5 FOR SPECIFICATIONS TAP WRH rw MPfR + ---. � f MOUNTING (� PRUSURE VN $NEErr ON SHEET 8 `�"'�41 (SEE MOUNTINGS t 7HRU H. SEE SHMS 9 & to) & 2 WALL MOUtd}NtG3 CONCRETE BLOCK t & MOUNTIP{GS & 4 WALE MO N1TNG WALL SILL W/ 4i`j. W/ ®4• ' 1 - PAtfREO CaNCRE{E'` Q PLOOR MOUNTTN C,EtUNC MOUNTttdG .. 5P"j W aR ASL. GCSY,W nEGIWE WAD f W) W/ {8� 4 E ASA. 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Shutter Syjt ro / 73Lt1r TESTING & ENGINEERING COMPANY stems American Shutter S KV. a"�' W/W/o KV. +WNDOW e,DATE Y'+'. �, rc ,, F 835S fix 300, Sl, S4. 305, VAMNIA CAROM, t1.0RVA 331 DrsrstPRaff g DRAWN Associa#onx Inc. ' n ••' i ' Ph°n° (305)871-1530 , F'ax ; (905)871-1531 e-mEB67$1gLaom 4288 Westroods Drive +JICIIS DATE 44 4 West Pofm = AJ ip"•.... i++1++, '• E" WALTER a 8eoch, FL 33447 3 DRAWIDfIb .._ y ++++ =r dr. P.f. FLORIDA u°. g 44167 { 4 ! P.E. SEAL%°�1G7dA1I�i#E/DATE a g 6 SNEE► r 7 _ fa H EQ_R..A'GLVEN_MAX." R h± t VriErYtSjP�` 7 MAXIM6M CIAOR+ SPACING (in.) SCHFDULE p MOUMIIVG `I yp G -PRE 1I ! c 0 �I�c, j . ,SwA, tSEE MOUNTINGS ON SH£ETS T4. ISf. CO ' LIT TESTING' k ENGINEERING COMPANY American Shutter Systems �BAAE W OR WA (.__.t B :EE; T Fz;z �f " ASSactatlafl, Inc,. 4268 Westroads Drive trf M— 1-11 SOUTHERN PINE No. 2 W/ MIN. G-0.55, SPRUCE PINE FIR NORTH West PoIM Beach, fT_ 33407 . 2 J N(R) DOUGLAS FIR- W/' MIN. G-0.50 W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH -- SPAN WALL MOUNTINGS G MOUNT 3W FLOOR 1W, 4W, 7W, 9W & 76W FLOOR MOUNTINGS WALL MOUNTINGS CEILING MOUNT 3W TW. 4W. 7W, 9W & !OW '• FLOOR MOUNTINGS W / MIN. G-0.36 WALL UO4W NGS" T/2*ttyM _ PL SW & SW 6W & sw 1W, CEILING MOUNT 3W W 9W & IOW F10Q MOUNTINGS SACC ASA. on;. GN NMTK LOAD W) ASD, K=W NEGATIVE LOAD (p.0 A.S.D. =ON NEGAYK 10x0 (,.) ASA. I1f5fiJ NEGiiryE tYlAO (Pqf) 6W U Jr MO 3p d4 5D Si) 70 BO 90 FDO • 1 FO 30 40 50 6O 70 80 90 DO •'""`� 1 TO 3O AS.p, DESIGN NEGSU081DAD &0j 40 50 60 70 80 9D inn 770 JO 40 SD SO 70 BO 90 T00 f to xn Aga" OEM N�4 Lo, E.4 SAI 4yi� T "`ft +-N6TE''S ON ANCNORs -REOu1REMENTS`' viROD 5U8 E -S 1. ANCHORS 70 WAW, FLOOR OR SOLID WOOD SOFFlT. SHALL BE AS FOLLOWS: -1/4'P TAPCON W/ ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURCD BY I.T.W. BUILDER W/ giMMUM PENER AVON OF THREADED AREA AS INDiCATEO AT EACH SECDON ON SHEETS 14 • dr 15. t �. EXCEPTION: SIX NOTE 2 DELOW, . 2: ANCHORS TO HQ_ CLUNG SHAIL BE AS PER NOUNDNG TYPE 2W, SHEET, 14 AND SHALL, CQNSIST OF LAO 'SCREWS AS PER NDS 2012 SPECIFICATIONS. 7. SUSSTPAT£ SHALL CONS{ST OF THE FOLLOWING. -SOUTHERN PINE Na, 2'.W/ G-045 (NSS) ',.-OQUCtAS FIR W/ 0-0,50 (N.OS.) -SPRUCE PINE FIR NORTH W/ 6-0.43 (N.O.S.) ♦SEE UMi @ONS OF USE FOR SPRUCE PINE FIR SCUM W/ G-0.36 (N.OS.) - BLADE 1A ON SHEkT 18. -LAIN, 1/2' COX PLYWOOD (7986 APA) 4. ANCHORS SHAU,. BE IN FOLLOWING ALL OF THE RECOMMENDATIONS ANO SPEClflCATiONS PER NDS 2005 M FLORIDA BUILDING CODE DE (Ifigh V VriErYtSjP�` 7 Q 2015 FAsnRN RT f 1I ! c 0 �I�c, j . ,SwA, Accordion ST OFTI ��' LIT TESTING' k ENGINEERING COMPANY American Shutter Systems �BAAE W OR WA (` ' 'c,,. '�'"•` am N.W. 36U. SL, Sta 305. VIRQ*A OHMS, MOP,% 33"4 Phoma : (305)671-1530 . Fox ; (J09)871-9931 ASSactatlafl, Inc,. 4268 Westroads Drive trf M— 1-11 aa��6` {� 0. D11'i�!„ !0 o-rnNED-N lkter0000Lcam WALTER A tLiT1Jr P.E. West PoIM Beach, fT_ 33407 . 2 J =00 FLORIDA Le. # 44167 4 CgJt�.i +-N6TE''S ON ANCNORs -REOu1REMENTS`' viROD 5U8 E -S 1. ANCHORS 70 WAW, FLOOR OR SOLID WOOD SOFFlT. SHALL BE AS FOLLOWS: -1/4'P TAPCON W/ ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURCD BY I.T.W. BUILDER W/ giMMUM PENER AVON OF THREADED AREA AS INDiCATEO AT EACH SECDON ON SHEETS 14 • dr 15. t �. EXCEPTION: SIX NOTE 2 DELOW, . 2: ANCHORS TO HQ_ CLUNG SHAIL BE AS PER NOUNDNG TYPE 2W, SHEET, 14 AND SHALL, CQNSIST OF LAO 'SCREWS AS PER NDS 2012 SPECIFICATIONS. 7. SUSSTPAT£ SHALL CONS{ST OF THE FOLLOWING. -SOUTHERN PINE Na, 2'.W/ G-045 (NSS) ',.-OQUCtAS FIR W/ 0-0,50 (N.OS.) -SPRUCE PINE FIR NORTH W/ 6-0.43 (N.O.S.) ♦SEE UMi @ONS OF USE FOR SPRUCE PINE FIR SCUM W/ G-0.36 (N.OS.) - BLADE 1A ON SHEkT 18. -LAIN, 1/2' COX PLYWOOD (7986 APA) 4. ANCHORS SHAU,. BE IN FOLLOWING ALL OF THE RECOMMENDATIONS ANO SPEClflCATiONS PER NDS 2005 M 1 INC. FLORIDA BUILDING CODE DE (Ifigh V VriErYtSjP�` 7 Q 2015 FAsnRN RT f 1I ! c 0 �I�c, j . ,SwA, Accordion ST OFTI ��' LIT TESTING' k ENGINEERING COMPANY American Shutter Systems �BAAE W OR WA (` ' 'c,,. '�'"•` am N.W. 36U. SL, Sta 305. VIRQ*A OHMS, MOP,% 33"4 Phoma : (305)671-1530 . Fox ; (J09)871-9931 ASSactatlafl, Inc,. 4268 Westroads Drive trf M— 1-11 aa��6` {� 0. D11'i�!„ !0 o-rnNED-N lkter0000Lcam WALTER A tLiT1Jr P.E. West PoIM Beach, fT_ 33407 . 2 J Zit /'411MIJATI IPC7//TATO FLORIDA Le. # 44167 4 1 INC. POURED CONCRETE CONCTT,I:7E ANCHORS B . OR CONCAEfE LOGIC ^r (SEE SCHEDULE ON SHEETS S & 7) - POURED CONCRETE WALL AEQUlRED Eft CONCR£IH BLOCK _ WNL R£DUfRED CONCIRE N{i:fi{pR$ .. ;C r _ •.+ •tul( -,. _ . � � .1/4'0^20x3%4' S,S. BQLTS W "& WASHER 9 O.C. / wN S78xru5i ON Tn -. (SEE SCHEDULE ON SHEETS C=E£ SGiK�- 3 or •'t '. F•r ~' •-"! 5 t 7 "L) �• w.x. E. D.s ,»5 �'•Y�^ � ..,*.: I ,�i•,�v,`�. i • .'^BIC.., ♦ ~ 1j t 1 I i ! , LAN. SEPA5i4TWN TO (SEE SWI I ( i .. mM xw T6 CiAS SCHLDUES pN SNE6T 6 i + 4`j D a2 (�t) EQ � ON 511EL1' $1.sw " I 1 f��- _. i/;i•.�„ `CONCRETE SCREW4�. i ( POURED CONCRETE E1SL5TWG GLA i ' ' i OR CONCREF£ 9LOCK (SEE r WNL REQUIRED BIN SifiFJ;ts s .�. >} 3 WILL MOUNTING �jTALLA[IQN 1NcTALLATION Q Q wA�� NTIN INALLl�7fdl1� QWA�LI�ui;prre>Tr - — E U'» GLASSEXISTING t 1 {5EE 5Gif9 , " WN. STPNNnuN TD CLAS9 WIT ON 51fEi! 3) { f _ 6 -.-.-C4AS3 ON 511M 5} � j OROwn E70STINC or- '•i, .{•�' APPU N 1/2" 4 Q or 4-0-2Dx3 6' SS. BOOTS W// % NUT & WASHER 0 9' D.C. POURED CpNCRET `y: '*. �•r ` ` T CN a rRS C ONCRLE AN {SEE SC14EDUL.E ON SHEETS R k 7} POURED CONCREI£ •H" CLE ANCHORS REQUIRED CONCRETE ANCHORS POURED CONCIRETE OR CONCRETE Bi-OCl4 {SEE SCHEDULE ON SHi3.i5 6 .4 7} (SEE WALL REQVORED (SEE SCt{EDi1LE Ott SHEEr 7} OR CONCi{ET£ BLOCK wALt REQU RED 'INSTALLATION - . Q WALL MOUNTING 1NSTALLACiON a f LOOR MOUNTING INSTAL T ATION- WALL. ..n1INTI � 4�J* , O RAT1ON OF SFT'11ONS: h n, E.D. c WOE DISTANCE (SEE NOTES do SCHEDULE ON SHEET 7} INSTALLATION DETAILS 1- SEE SHEET 3 FOR TYPICAL SHUnCR ASSEMBLY z- MODNDNG SEOJONS CAN BE COMBINED iN ANY WAY % SUIT ANY OMALLAFWN. SEE,UM A11ONS OF USE FqR SCALE 3/8"=i" BLAflE ON ST{EET 18. FLORIDA BUILDING CODE (High Velocity Hurricane xl yr 0 2015 Ek%EIRN MEFAL SUPPLY, INC. F! «! ► BE�tTFiA .''UcE�i"``. � „� ■ M ■ t�.ccordzon Shuster S y :• 111 }•LV. ElN W OR W 0 tiV. N9NXJW ' I p{%r' /rj TILLt7 TESTING Jc ENGINEERING COMPANY , American Shutter Systems ASSDalOItTOn. IttC. BLV. Bo D£5CRIPNON DATE D DRAW Uml1s OATS; S ; O'9 63W N.W. 36tn: St„ St-- 305, "MM GABIITLIS. P"Rai 3.716 4268 Westroods Drive 2 W} f14 t'"rHIQ Pbona : (306)875•-1570 »Fax : (308)871-1331 n-man QW-O.W.— 006,119 West Pat Beach, FL 33407 3 DLRAWI D ..' �C�""r•`t F SSr WALTER A.OTtUff Jn PX { i 5^ p, n-ORVA Ua ,I 44167 S SFiEE'( t P. .l I TkH2t/DA7E 6 9 Y L1 CONCRETE N' (SO, SHEET 7) Co-ANRs (rX— EDGE or SLABIF -OC* ALL I=SET)aar (SEE NOTE tON SHEET 5 APPLICABLE POURED OR FOR UMTA110n) CONCRETE BLOCK REQUIRED 1/4 "d. 0 2 1/4- MAX OR + EXISTING GLASS ­ Ta CLASS (2) CEILING MOS. INSTAL-LATION EXISTING $mv 5) CLASS— G) 1/4-0 FW-DUILM TAPCON W/ ADVANCED THREADMORIV 1TECHN61SOGY DR, 1/*V POWERS FASTWMS TAPPER+ ANCHORIi,.W1 1 3/4' MIN, EMBEDMENTF0 fr 04. FOR 1 1-0- + UP TO 8'-0" SPAN AND 4' O.C. FOR SPANS LARGER IVM*6'-0* UP TO -r-6' MA)CAPPLY SEALANT AT Mw FASTENER HDD (".) (sm NOTE t ON SKEET 5 EXISI/4!- MAX. FOR SIlNG GLASS cow. SMANT--�q= 810.31e HEX WASHER HEAD 55 AIL/8" TEK SCREWS 0 9" O.C- ALTERNATE RIOR I/4'o-20.3/4- SIT MS ANCHOR LOCATION EXTERIOR CONCRETE ANCHORS —USING 1/4'4-20 NUTS (SEE SCHEDULE ON SHIM 7) 0 12, D.C. EXISTING NON STRUCTURAL 2-0 MIN, .500' WALL TRIM EDGE 0 EDCZ OF a IM (DECO" SLAB IF SLAB IF E -Py .-SILL.) APPUCMLE APPUCABLE .MINE 0 POURED CONCAVE POURED REQUIRED OURt CONC REQUIRED a.. V —7 (4) FLOOR MOUNTING INSTALLATION - G NOTE-- THIS INSTALLATION SHALL BE REM AN KEYSTONE, MOUNTING .INSTALLATIOb! WHEN PERFORMED ADACENT TO N E.G. - EDGE DISTANCE A.S.D. DESIGN PRESSURE: +64,-72 pal {SEE' 7) OPERABLE EXIT OR ENTRANCE 'NOTES At SCHEDULE ON SHEET MAXIMUM SHUTTER SPAN 7'-6* NOTE FOR COMBINATION OF SECJIGNS: SEE LIMILATIONS OF USE FOR INSTALLATION DETAILS �CQNTINUED) BLADE UA ON SHEET 18. SCALE 3/8'=1" I— SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNT WAY TO SUS ANY 1SECTIONS CAN E COMBTAUATION. INED FLORIDA BUILDING CODE (High Velocity. Hurricane B9;S 2015 EASTERN METAL SUPPLY, INC. BERTHA HJFm 11LIECOSNC. && SA, Accordion Shutter Syq4 RV. ELCE OR RV. MMM T T TESTING & ENGINEERING COMPANY Amakcan Shutter Systems Dr5cwFnaN DATE DRAWN TATE OF T'w GARDENS. RDRMA 33161 Association, Inc. 4G !63ss N.W. 36u, St.. si...305, w=wA 4�68 Westroods Drive 4114/15 DATL_- 04 Ph.. (305)871-1530 . Fax (305)871-1531 II -0: Olt .. 6-1— ............ OX West Palm Beach. FL 33407 0 WIN to -.871s SIONALV A. 71UIT Jr, P.E. 415— No P.E. _170KA)ATE FoRQA U. # 44167 5. SHEET E. SZ/�= . I AEq'0. MIN 6'>f i 1f2'x %x YAEiI� 0.035" THICK Min. ASTM .;S�r1`."A?P+.r{" A -G53 GRADE 40 Min. G_60 a=.;'�'^:'' GAW. STEE METAL sR1as w 1 { .r= :.'`•:' 37b OR OR 4A -IREO e - AT 18" O.C. Illlilh!! o,& 1 Cnl 6" O.C. , REO'D. MIN. i 3141 8 1f4'x f37C 37- d:035' 7717 Min. CONE. GALV. I ®6' O.C. f0 6 - O.C. STEEL TRACK CHANNEL, ASTM A-6531' CNADE k0 Nin. G -BO OALYANIZEII EXNO FINISH IES l �• ik:.:.,i!<`,c:., c •-'' y I FASTENED TO STUDS Wf (2j VAR 16x1/2', TOC SCREWS ON IN10UoR AS APPIlCnO,LE ' I EXISMOR FACE OUSTING kNiSH MIN. SEPARATION TO GLASS AS APPLICABLE EXISTING GLASS (SEE SCNE6UtE ON SNETT 6)- _ t " TIM. MIN. 1 3/4'x 6 I/4"x D05TING'FlNISH ' 0.035' THICK Nin. CONT. GALV. STEEL TRACK CHANNEL. ASM' A-8531 AS APPLICI+BI� GRADE 40 Min. G-60 CALVANtZ 0 `1=120-1100( 'ASTENFD To stubs W/ (2) 37G 37a 1 f I `1=12• TE( SGROMS ON INTERIOR. 1. a EXTERIOR FACE O 6" O.C. a s' O.C. . . �^ 3)OROOR 4A REOUOTED MIN. W. i 1/2'x 7b 0,035' THICK We, ASTM A-653 GRADE 40 Min. C-60 a 6' O.C. GALV. STEEL METAL STUDS :T•:J +T AT W O.C. i' Mtn. B.O. WALL MOUNTING INSTALLATION as 2,000' ' 1t'''�3.210, �� 37 114"o NOMINAL 37b 1/4"0-20M" BOLT ALUMINUM SLEEVE 1.373' .250 m ' tf4"m-20 THREADS 7c 114"fd ELCO CONSTRUCTION PRODUCTS FAB-LOK HD INSTALLATION DETAILS (CONTINUED) SCALE is FLORIDA AP'y r Cp�p�y ' i BUILDING CODE (Nigvelocity . `AA Q' : � i.��L,-/�G.,O�� `•,� _ �CO 2015 EASSr"hj METAL SUppLy ifI9�'}��. �ilt■ o ■ Q Accordion Shutter IS STATE OE 71LL1T TESTING dc' ENGINEERING COMPANY American Shufter S teM3 0Y 1 YS F". No RASE OESCRVPr�O w" O N Y. • 63% N.W. 361(. S) 51,. 303, VIRGttTA CNt0FN3, FlDRLLN.MI6 Association, Inc. DATE'^"Y (hone ;(]05)871-1530 (305)871-1531 4268 Westroods Drive 1 a-maT: UR -6-1— O? -0006719 West palm Beach, Fl. 33407 a s`s�ri��ti 4 WALTER A TILUT ar. P.E. P.[. 5Eiitj/rstGNAf11REfDATE FLORIDA LI p 44167 4 15K?> s 6 SNEE7' TOA I SENO WALL CONNECTIONF, INSTALLATION WITH - U -S -ON -SHEETS 10A 13 .16 so i O)OR 0+ HV BL. ALTQ * S"� ATEES + Loa ON 4. DaSnNG CLASS HY CENTERMATES SCALE 3/8'*=l- OUTIN 7A ON SHEET 18- ----- --------- OROOR@+T 7 OR($)- 7*_ OR(@OR (g)+(�j)OR(Z)+(�) 1/2'___1 AM. SEPARATION MI%!,10ErPAR4t1'.0N ' UN. I � L. TO IN W/ INSIDE W/ WIDE LOCK 70 q.EAr.5.S- MIN 91=1( OR(@ OR + LASS SCHEDULE CtIASS (SEE SCHCOULIE ON SHEET 5) - r4-6)OR io U I �@ (9 SHEEP 5) ON SHEET 5) SHEET r") R OR (j3 11/ i V, �V -1 %1-1/ - F0 UT (samlbli) - UK I - t OR) SECTION AT END I Q SECTION AT SYMM ICAL (9 SECTION AT. OPPOSING Oz (DIRECT MID CENTERMATES. WZ LOCK (1-6) CENTERMATES WLL6C S 2 IM X.UK.ANGU -OR I ------- ---- OR(�)OR@+(7)OR 8 I TKICUN maims 1 QX3/4' SAI S 0 1,* OR 2)+5 (a) OR (a)+(�) 6R(O+ EACH a+cLE'(srP) OR 40A OR@+(@ FIN S VIARAMON UK SEPARATION To TO CLASS W./ INSIDE GABS W OUTSIDE LOCK (SEX SCHEDULES LOCK (sx ULES MIN. SEPARATIbN To MIK SEPARATION (SEE S=LES (S TO CLASS EE SCHEDULES 6 w6v/ :7) ON SHEET 5) _Qj SHEEr 5) ONLY FOR SECTION 10 ON SHEET 5). Ot4 SHW BY (SoTrom� I I 4� ----------------- -------- ----- - ----- - - ------ OR 0 OR 714- 15 6 1/2 -SECTION SECTI.ON AT OPPOSING 15 s ET IC L @ SECTION ALCORNER POST FOUT] CENTERMATES WZ LOCK CEWERMATES� 1. LOCK FLORIUA BUILDING CODE (Nigh ,I' t Az• OSE elocity Hurricanq 2016 EASTERN METAL SUPPLY, INC.. T_T� C' BERTHA HVr'1 AS-A■ -as Accordion Shutter Sylt, 04 f �ILLIT TESTING ENGINEERING COMPANY KV. BLADWE #3 np W10 RV. WNDOW 84! American Shutter Sysfems REV. 8. 0 & �= Nw. 36M SL, St. =% MRODIA GMENS, FORVA 33106 ph..a :(305)871-1530 . F... (305)871-1531 Assoclaflon, Ind, fBAtE 4268 Westroads Drive 11IIVI. OATME .......... -WW .. *..I— EB -00019 2 West, Palm Beach. FL S3407 3DRAW T) WALTER A00OLLIT Jr. P.E FLORIDA U. If +4167 P.E. SEA 4 S I. 11/ F -IN-] --OOROOR(g) OR@OR OR@ OR ---------- INSTALLATION WITH fi SMEs 94414 HV BLADE W1. (2 024-T-3. PAW -EXIS . IING CLASS HV "T" LOCK CENTERMATES JAEvRotS"ELY SCALE 3/8 - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - 112- MIN, SEP flom TO WASS Wl' UTSIDt Z, A LOCK (SEE SCHEDULE& LOCK (SM SCHEDULft Ef, ON SHc5) U Er I' ONI SIHEEr Eft (R SECTION AT END F0-0-111 (DIOECT. MOUNT) EXISTING GLASSIN. SEPARATION TO GLASS )'(SEE SCHEDULE ON SHEET 17 SECTION AT END (DIRECT MOUNT) P.E. Ile 0-20 x I*_ S.S.M'S. W/I/4'0 5/8' fMUT T. W �)EGIIQN AT SYMMETRICAL .""-v WZ-E�v MATE �66K - I - W-- �-- — "I,-- @!W CENTERMATES W/ H LOCK FL "oft FLORIDA BUIL0#47V R �-4;O —to Ire/, /�T C41 'S's . .... .. . .2p, Arnericon WASIF VLUT TESTING - ENWNEERINO� COMPANY Shutter s W. 3W, MINIM GAMENS, RMVA 3316 Assc yweins -1531 'clatlon • Ph— (305)671-1530�jU 4268nve wesfrood, Svi West Palm I eo FLORIDA L;oLLJ 44167 owl ATURE/DATE WALTER A. TI IT Jr. P.E, L 33407pal I END INSTALLATION INTO CONCRETE OR CONCRETE BLOCK WALL* POURED CONCRETE SCALE 3/8=1- k". OR CONCRETE ---.90URED CONCRETE BLOCK WALL REQUIRED OR CONCRETE , CONCRETE • 1/4 0 IA ., ... t� . - DUSTING CLASS REQUIRED POURED CONCRETE OR BLOCK WALL REQUIRE() RErE BLOCK WALL IN 16 N 'ISnN,G GLASS EXISTI cc s s E (LOCATE AT *USE LO (AS APPUCABLE).2x -2- EIIII(D SIDE (6063-T6} CI CI I" OR 2' MAY - ALUM. CLOSER 1/8-xD- FLAITE. (LOCATE ALUMINUM CLIP ANGLE rr (6063-T AT EnER SIDE Of — - — - — -- ALLOY) AT MIDNEIGHT (1) #IOXI/2* S.M.S.o 2 (2)11 -Vo ANCHORS T; W PDX AT V 0 C (LOCATE ng J� xT &H SEE DETAIL X SIDE CONNE( OR ® OR @'i-@ OR 0+0 OR @ OR @+(53 (j) END CONNECTION DETAIL SEE DETAIL X FOR) rOR \0 SIDE CONNECTION To 'X OR®OR ORO+D OR@ OR(R+(@ (Z END CONNECTION DETAIL END CONNECTION DETAIL -EXISTING CLASSPOURED CONCRETE OR MSTING BLOCK WALL GLASS - -REQ - - -- - - - - - - '- 1/4 -0 -go ! �: •'+••', 1/2- MIN. I I ANCHOR !V: Ifi; 0 SIDE OFG7 SEE DETAIL X FOR SIDE CQNN....-Ir� U REQUIRED CLASS ORaOk@+QOR(2�QR@OR@+(g @ END CONNECTION DETAIL .F REQUIRED ONLY FOR SPANS GREA70 THAN l— VIEW UL X OORO OR ®OR @ OR@OR@ OR(-OR��7 OR(�d) �) -=USE FOR OR I(@ OR @ +(�) ORO+(�)Oft @ OR &@ SHEET 18. .a.......... r ue- V IV --- - - - - - - - 11LIECO 1)4:0 'p.000tM , INC. OF ATE - OF -TILLIT TESTING & ENGINEERING COMPANY '6355 .0-5 NX'300. SL. St..'305. %IRMNIA rAMENS. FLOPJDA,33 F. (305)871-1531 Phone :(30*071-15,30 . : 1 0 eo- 06719 P.E. SEOZ�IaNATILRL/DATE WALTER 1 TILIH Jr. P.E. FLORIDA U.. 111 44167 1 OR POURED CONCRETE OR L CONCRETE BLOCK WALL REQUIRED END CONNECTION DETAIL SEE DETAIL X FOR) rOR \0 SIDE CONNECTION To 'X OR®OR ORO+D OR@ OR(R+(@ (Z END CONNECTION DETAIL END CONNECTION DETAIL -EXISTING CLASSPOURED CONCRETE OR MSTING BLOCK WALL GLASS - -REQ - - -- - - - - - - '- 1/4 -0 -go ! �: •'+••', 1/2- MIN. I I ANCHOR !V: Ifi; 0 SIDE OFG7 SEE DETAIL X FOR SIDE CQNN....-Ir� U REQUIRED CLASS ORaOk@+QOR(2�QR@OR@+(g @ END CONNECTION DETAIL .F REQUIRED ONLY FOR SPANS GREA70 THAN l— VIEW UL X OORO OR ®OR @ OR@OR@ OR(-OR��7 OR(�d) �) -=USE FOR OR I(@ OR @ +(�) ORO+(�)Oft @ OR &@ SHEET 18. .a.......... r ue- 11LIECO INC. OF ATE - OF -TILLIT TESTING & ENGINEERING COMPANY '6355 .0-5 NX'300. SL. St..'305. %IRMNIA rAMENS. FLOPJDA,33 F. (305)871-1531 Phone :(30*071-15,30 . : 1 0 eo- 06719 P.E. SEOZ�IaNATILRL/DATE WALTER 1 TILIH Jr. P.E. FLORIDA U.. 111 44167 FLORIDA BUILDING CODE (High Veiocitq Hurricane Zone" 02015 EASTERN METAL SUPPLY. INC. . BERTHA HVm Accordion Shutter System A,S"S,A 11 1�� a' iiijV;.F _ aW/ OR n Ky. WINDOW a" h3 American Shutter SystemsDATE DRAWN f1Y: LLL Association, Inc. 11,11./15f DATE, 04110/15 4268 Westroods Drive West Palm Beach, FL 33407 DRAWING No 15-081 WALL TAPCON Wj AOVAHCED 0 - -EQ 2' MtN. - y_,• GE 4"x8' (Min.) OSISRN _ - - -- WALL FINISH ...- WOOD $FAM REQUIRED. ....... :Y. ....--. QF APPLICABLE) THREADfORM. TECHNOLOGY W/ 1 1/2' STRUCTURAL ADEQUACY Min. PENET)tATION OF THREADED AREA OF EXISTING WOOD TO EXISTING WOOD HEADER. (SEE ISTING W000 BEAM TO BE COFRTIFlE13 - - - SCHEDULE ON SHEET 8) US`''ES OR BY REGISTERED - - RAFTER O 24' ENGINEER OR 1/2"- -11/2' O.C. REQUIRED ARCHITECT PRIOR TO 0 TAFICON W/ ADVANCED 1/2. � 5HLTITER INSTALLATION.—"'Sj}jREADFORM TECHNOLOGY W 1 - J� OR \:l OR EXISTING SbfilT 1/2' Min. PENETRATION OF EXIS Mac. FFITHK. IHR,. AREA TO EXISTING WOOD MIN T/4' jIW48Ux 3 4' BEAM. (SEE SCHEDULE ON SHEET 8) EQ E 1"x 'x1/8' CONT. ALUM. TUBE MAX 7EK SCR (6063-T6 ALLOY) W/ (3)5/16'0 LAG — $ SCREWS TO EACH RAFTER OR TRUSS. — O $' O.C. p EXISTING WOOD MEMBER, (2 Mi.. F �1/4" > - I I = __ i. _..._ _ ,♦._ STUB TO HOLCCFPT CH _ __ \l NOMINAL WIDTH) W/ 2' Mm.OPEN p MAX. 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SFAAxA11 to ,ora SfPAlm GLASS (s1E yfJrEpUIEb I •I �� (SASS (wSCIIEDLRF9 S) • I ( GR ON 9Q'ET A 5J i W WALL CONNECTION AT TOP I all grGR HOLLOW CEILING MOUNTING INSTALLATION SOFFIT MOUNTING INSTALLATION t OR MAXIMUM DESIGN PRESSURE: dL62 Par 1 MAXIMUM SHUTTER SPAN 8'-0' i EXISTING I i. wx. smA fs 10 Rus I I CLASS I i uua somMnoN m + I {SEE Sa+dltxfS on 4NiT H AS � 2'x4" CDNT. {� spuw�i[i sainslrt�x-r s) 1 OR 1I4H�1 EXISTING WOOD PLATE �/��) n�Q, GLASS I I REO'D. yi WAtI. i I __@ @7 V EXISTING 0 FINISH I (S££ NOTE 1 f ON SHEET 5 GLASS I SyALL , 1j4' F.'•t �.. FOR UMTATIONS) ALTERNATE,1/4' MAX. FlNISH ""�' i� ; `•{ c �AfAK Mle ax. w�anorl 3 tOx3j4' Nfl( s� x.41 - • '� 'I 6 * 7 3/b ""`�.'�"`�:: .':} J7 OR 4- OR lL_)Y' L3••�✓...SCREWS N6EA9" To.. ED 1/2' . TJ OR =t• OR 2'x6' MIN. W000 Y' •1/4'0 TAPCON W/ ADVANCED !% DECK REQUIRED - EQ T IREAOFORM TECHNOLOGY W/ 1 1/2' } .c 1/2' 1/4'4 TAPCON W/ ADJANCED THRFALSFORM (NO FINISH ALLOWED) -f2 i Min. PENETRATION OF THREADED AREA 1 TECHNOLOGY W/ 1/2' Ml i PENETRATION OF THREADED - TD EXISTING WOOD PLATE. (SEE 1 AREA IWO PLYW000. (SEE NOTE 1 t• ON SHEET 5 .EDGE OF DECK �~ EDGE OF SCHEDULE ON SHEET 8) FOR t1MTATIONS) IF APPLICABLE •---` DE" IF 2'X4' CONT. SILL —1/2' MW, COX PLYWOOD REO'D. 2'-iLIN:- �_.• r- APPLICABLE (//A}W,��,) ! PLATE REO'D. EXISTING MIN. 27x4' STUDS O 16• D.C. 1/4'0 TAPCON W/ ADVANCED THREAMORM_ \J WALL -CONNECTION AT BOTTOM MAX. REO'D. PLYWOOD TO BE ATTACHED � TLCHNOLOGY W/1 1/2' Min. PENETRATION 2' MIN. \/ TO STUDS IN ACCORDANCE WITH OF THREADED AREA INTO WOOD DECK. (SEE —' SECTWN 2308 OF THE F.B.C. SCHEDULE ON SHEET B) Tis `EE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY S� WALL CONNECT10N AT BOTTOM 6W FLOOR GONNECTIbN 2 -MOUNTING SECTIONS CAN BE COMBINED IN MY WAY MAXIMUM DESIGN PRESSURE 162 11" 70 SUIT ANY INSLALLinM MAXIMUM SHUTTER SPAN $'-11" ®SEE OMTATIONS OF US£ FOR INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS BLADE I�A DN SHEET 18. SCALE 3/8"=1" FLORIDA BUILDING CODE (High Ve)ocity Hurricane Zone JJ 444,11 p�1ERq.T��- y r 1 S( t E}� �^ {l+ (0 -LI'sl •,.q��•IJD A�(;.' �'�,• P. ' SElfl�/f1bT7A�URE/DATE �. ■�a American Shutter Systems Association. Inc. 4268 Westrdads Orivs West POIM Seach, FL 33407 I ' 0 2DI5 EASTERN METAL 'SUPPLY, INC. ' BERTHA HVL" Accordion Shutter System KV. MADE 19 w/ OR W/O KV. WIND v MADE 63 TILLIT TESTING & ENGINEERING COMPANY 6]55 N.W. 361x. St., s 303. NRGRM GARDENS. FLORDA 3318 Ph- ; (305)871-1530 . Fax : (305)871-1531 a-mdl: 6¢awoaaacam ED- 006719 WALTER A6MLUT J, P.E F ORIOA U. g 44167a RD. H. DESCIII N DATE DRAWN BY: M.L. / an i - 411DIIS DATE: 04/10/15 2 DRAWING No 3 1 cJ-Q81 A 14 OF 18 t I !ALL FINISH 1ALL NISHTAPCW1 ADVANCED THREADFORN TECHNOLOGY W/ 1 1/2' *ENNATION OF THREADED AREA - WOOD HEADER. (SEE MIN, SEPARATOrN TO SCHEDULEN SHEET B} ___LASS (sm I- '4 -20x3/4" S.S. BOLTS W/ ON SHF2TIB) I �i .'x. do WASHER O S" O.C. I 1;1. Mui.EXISTINGGLASS-° 2x K MIN, WDOODECK ftEOUIRE�(NO WHISH AitOWED} KOF E P�1C BECK APP ICIFEOGILE EXISRNG NtN��UWOOD HEADERI'.- _ _ I� - ._ a _ - __I/ I /4'4 TAPCON W/ ADVANCED .� REOUIRED 2" MIN.— EXISTNG Mm. SEPARATION TO I t THREAOFORM TECHNOLOGY W/-1` 1/2' - ^t/ss ((SEE SCION TOS (� 1 11 Min, PENETRATION OF THREADED AREA, GLASS OLL SHELT S) ( ? INTO 0800 DECK. (SEE SCHEDULE ON ) 2" MIN. �W WALL MOUNTING INSTALLATION SW FLOOR CONNECTION DCG NG EXISTING �j ( I ; CLASS— I ` I Mw. SEPARATION TO NW. SE'PARARON TO I VSS (SEE SCHED 5 5EE SCBE I f L ON SNEEr 5) j' ON SHEET S) •nNiSN �I L FlNISH i I j i 5 2 EO I �• u+x. EO tYitYtt �3=i' uIN, S EO 1/4"0-200/0' S.S. BOLTS W/ NUT Rc WASHER CED O.C. 4-0 TAPCON W/ 9• 2 1f2 - TI READFORM *TECHNOLOGY W/ 1 1/2" ((140/4' F.H. S.M. ®9" O.C. Min. PENETRATION OF PLATE. (SEE 1/4"4 TAPCON W/ ADVANCED SCHEDULE ON SHEET 5) THREADFORM TECHNOLOGY W/ 1 1/2" 2"x4" CONT. SILL WALL FINISH 2'x4" CONT. SILL Min. PENETRATION OF THREADED AREA PLATE REO'D. ' PLATE REO'D. TO EXISTING WOOD PLATE. (SEE SCHEDULE ON $HEFT B) � WALL MOUNTING INSTALLATION l �1 WALL ,MOUNTING INSTALLATION t1 -SEE SHEEr 3 FOR TYPICAL SHUTTER ASSEMBLY 2-MOU SUTTTN S ICTIONSCANNBAN E COMBINED IN Y WAY INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS LAApp/nii SCALE 3j8"=1" FLORIDA BUILDING CODE (High Velocity Hurricane Zone) L i J 2015 EASTERN METAL SUPPLY, INC. +'3, ' JGENS' w� = ZERTHA HVTM Accordion Shutter System ii• S% �� m ■ 004a KV. >AAnE h3 W1 MR w/o Nv WINDOW RADE �• r 1tC American Shutter Systems REV. Na DESCRIPTION DATE DRAWN BY. u.L. "a TIt UT TESTING Ec ENGINEERING COMPANY QF I Association, Inc. i mtulzEeuT oy�7(L YTe oa/ID/ts e359 N.W. 3au,. SL. slx. Sas, vwrrNu GAROTNs. FlARIM ssle Phone : (308)871-1530 . Fux : (305)871-1531 - { 266 Westroods Drive 2 DRAWING No =_ n /� ..L... a man: Bhateoed. wm We Palm Seach, FL 33407 3 / (gyp t ' V'UNAL� Lf" � � WALT! RA.�TZU t,91,'. P.E. ! 4 1 ET 1 Aat FLORIDA UC. g +ars? S SHEET P.E. SEAL%SIGi4AAYNE/DATE a 15 OF 18 i I/ 2' MIN. CDX 11 WA PLYWOOD. WA L 2'x4' MIN. WOOD y^'�STUDS REO'D: �1 2x4 MIN. WOOD UOS REq'D. 1pY TMCQ! OR TAfCOH Wf SCALE 3/8"=T" •.� �y� Wt!/N(ID 11(iffAOf'OyOi 7EGiN0y0Cr ;:fit 2"x4' MIN. WOOD ' BERTHA HVTM' STUOs READ. Accordion Shutter System Phare : {303)671-1530 . f (345)677-1531 TION M SRDS OR W/ MN ' 2"x4' MIN. WOOD;i? STUDS REO'O. Assoclation, Inc. 1/2' POORNION TO 1/Y COX ...,..M 1/4'0 TAPCON OR TAPCON W/ PLIWOOD IF NO SIM EAST �ISRNG LASS `+' EXISTING ADVANCED THREADFORM 1ECHNGLOGY ANCHOR a 6" O.C. !y. PLYWOOD. `� W/ 1 1/2' MIN. PENETRATION •' ',•fy'.•4' SSI. :., An�'{;t INTO STUDS OR Wj ABN, 1/2' rt ISTING 1/2' MIN' Cox ;w PENETRATION TO 1/2' COX .,; 1 •OtASS :•- PLYWOOD IF NO STUDS EXIST. I NG %`•• SPLYWOOD, I/2' MIN. COX PLYMM. 2'x4' MIN. WOOD y^'�STUDS REO'D: �1 2x4 MIN. WOOD UOS REq'D. 1pY TMCQ! OR TAfCOH Wf +' FLORIDA BUILDING CODE (High Velocity Hurricane Zone �y� Wt!/N(ID 11(iffAOf'OyOi 7EGiN0y0Cr 2'x4' MIN. WOOD y^'�STUDS REO'D: VIEW Y 2x4 MIN. WOOD UOS REq'D. 1pY TMCQ! OR TAfCOH Wf +' FLORIDA BUILDING CODE (High Velocity Hurricane Zone �y� Wt!/N(ID 11(iffAOf'OyOi 7EGiN0y0Cr TILLIT TESTING & ENGINEERING COMPANY BERTHA HVTM' ANGDR Y 6. O.C. W/ I I/Y MN. Accordion Shutter System Phare : {303)671-1530 . f (345)677-1531 TION M SRDS OR W/ MN a-maE: UltED-09aa l.cam Assoclation, Inc. 1/2' POORNION TO 1/Y COX ...,..M 2N. PLIWOOD IF NO SIM EAST �ISRNG LASS `+' EXISTING 1/2' MIN. COX !y. PLYWOOD. -L_ ---- ',•fy'.•4' SSI. :., An�'{;t 1/16'x ' _._.. _._ _._ •►USE 1 OR 2 MAX. 3 M 1( {LOCATE A7{608CONT 7-T6) _-A FINISH -- a (AS APPUCABLE)x2"xl/8'xO'-2' ALUMINUM CUP'ANGLE- If EiYHER- SIDE. .�__:: (.�. _ OF ®) _ PLATE (LOCATE y? - \--_- __ 6063 76. ALLOY) AT MIOHFA 1 Y _—__._ N °—'_. AT EITHER SIDE �� :mt {t} )$50x1f2' S.M.S_ 171-4Q.k�.-) jjTOxt/2' S.M.S\ 1 L (2)1/4'0 7APCONS ANCHORS TO 1 \ 0 16' O.C.• JlOx1/2' S.M.S. 1 WALL AT 1' O.C. {LOCATE A7 1 /O -OA .-. 016* 0.0. 1 � � � EITHER SIDE OF (0 /\ / TO TRACKS I I . 1 OORo OR& %DOR@ CO ®. OR 4�oR 4�OR $�+ ORO+ END CONNECTION DETAIL (2) END CONNECTION DETAIL 1/4'0 TAPCON OR TAPCONEXISTING GLASS 2"0" MIN. WOOD W/ ADVANCED THREADFORM _ _------- STUDS REWO TEr,HNOLOGY ANCHORS W tj4'0 TAPCON OR TAPCON Wj 11/2' MIN PENETRATIN ~� ADVANCED TH,I O.FORM 0 12' O.C. TECHNOLOGY ANCHORS Wj I I%2T MIN. PENETRATION o 12' a.Cl SEE OEINL X FO S DE CONNECTION OR CLI OR A TO TRACKS — DETAIL X FOR. 9 yE CONNECTION � TO TRACKS 2, OR 3 OR %&� OR@)_/ OR 44 OR&OR $0+�ORai-� END CONNECTION DETAIL EXISTING CONNECTION DETAIL _ 4 GLASS;< REQUIRED ONLY FOR SPANS GREATER THIN 12'-0' 0x1/2' S.M.S. ® SEE UM AGONS OF USE FOR 16 OC �, DLAgE ON SHEET 18. _A A 4 — I 2'x4' MIN. WODD WALL STUDS* REO'O. FINISH `Z ORQ OR END CONNECTION DETAIL OR(4 0'R(@ORO+ .E. END CONNECTION DETAIL. W OOR(a)OR (a) M @OR($a) i 7 10Rt�OR (4 OR-] pLA J VIEW Y > / '1L. ECO INC. FLORIDA BUILDING CODE (High Velocity Hurricane Zone @ 2015 EASTERN METAL SUPPLY, INC. TILLIT TESTING & ENGINEERING COMPANY BERTHA HVTM' 6755 NW. 36th, SL. St. 305. VIRGINIA GMOENS, FLORIDA 33 Accordion Shutter System Phare : {303)671-1530 . f (345)677-1531 RV. BADE #3 W CR W RV. IMM OW MADE a-maE: UltED-09aa l.cam Assoclation, Inc. 006 WALTER A SILIJr ,k P.E. •I,. NATURE/DATE FLORIDA U.. # 44167 OOR(a)OR (a) M @OR($a) i 7 10Rt�OR (4 OR-] pLA J VIEW Y C@)oR® @ DETAIL XX FLORIDA BUILDING CODE (High Velocity Hurricane Zone @ 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM' � :�+.��9e Accordion Shutter System American Shutter Systems RV. BADE #3 W CR W RV. IMM OW MADE REV. Rn DESCRIPWON DART DRAWN OY. M.L. Assoclation, Inc. I as fs i/wp/ DATE: 04/10/15 4268 westrocds Drive West' PDIm Beach. FL 33407 2 DRAWING No 3 /^�p 4 51/01 12" U1 'ACE TO BLADE TOO EDGE Z.11 W1NpOW BLADE 1.1 BLADE'S S -o OPENING III KNUCKLE MP) 0.0625" E` FLAT PORTION L= OF BLADE HV WINDOW 0.1875" 0.0625" _ 0.0625" t SECTION X—X 0.0625T z-04,1 03.0000" 03.7500 2 7/8' MIN. CLEAR I I f 2. 1/4' CLEAR :L 5 3/4' SEPARATION BETWEEN I BETWEEN TABS ON CENTERS BLADE OPENINGS I I 0.7500" POLYCARBONATE IMPACT RESISTANT HV WINDOW I Try BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV—STABILIZED GRADE EXTERIOR ELEVATION SCALE- I" = 1 12' MIN. CLFARA ¢Ce TOBLADE q= EDGE TM TYPICAL n1A HV WINDOW BLADE #3 AN SCALE: 3/8"=1" TYPICAC PROPERTIES -R1-.1.7500" RESULT 'TESTING 0S Q.- � & ENGINEERING COMPANY -.�Zonb10 .. nj. �o - •RIP,. . 3. St., St.. 305, VIRGINIA GARDENS. MRM MIG 6355 N.W5M P1,_ ; (305)871-IWO . F..: (305)671-1531 .—itz tht-0-1— L EO WALTER A. TILUT'I'* P.E. P.E. SEAL/SIGNATURE/DATE fill 1.3750" 11 Im ) 02.8750" PHYS SPECIFIC GRAVITY .1, I 03.0000" 03.7500 2 7/8' MIN. CLEAR I I f 2. 1/4' CLEAR :L 5 3/4' SEPARATION BETWEEN I BETWEEN TABS ON CENTERS BLADE OPENINGS I I 0.7500" POLYCARBONATE IMPACT RESISTANT HV WINDOW I Try BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV—STABILIZED GRADE EXTERIOR ELEVATION SCALE- I" = 1 12' MIN. CLFARA ¢Ce TOBLADE q= EDGE TM TYPICAL n1A HV WINDOW BLADE #3 AN SCALE: 3/8"=1" POLYCARBONATE SOURCES FOR 1308 TYPICAC PROPERTIES APPLICABLE STANI]ARD RESULT 'TESTING 0S Q.- � & ENGINEERING COMPANY -.�Zonb10 .. nj. �o - •RIP,. . 3. St., St.. 305, VIRGINIA GARDENS. MRM MIG 6355 N.W5M P1,_ ; (305)871-IWO . F..: (305)671-1531 .—itz tht-0-1— L EO WALTER A. TILUT'I'* P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA U. # 44167 POLYCARBONATE SOURCES FOR 1308 TYPICAC PROPERTIES APPLICABLE STANI]ARD RESULT am M110,SAIIIIIII REFERENCE_ I RV. MADE P W/ CR W/O KV. WINDOW BLADE #3 American Shutter Systems M. A. DESCRIt"1014 DATE I DRAWN By: M -L Association, Inc. I DATE.- 04/10/15 4268 We5troods Drive 2 DRAWING Na 1 PHYS SPECIFIC GRAVITY ASTM D792 0,043 Id/in' 0.043 lb/in' TENSILE YIELD STRENGTH ASTM D638 9,400 p:s.l. 9.500 P.S.I. FLEXURAL STRENGTH At YIELD ASN D790 12,503 p..J. 13.400 p..J, FLEXURAL MODULUS ASTM 11790 340.000 p-1. 345.000 p..J. IMPACT. NOTCHED 1200 ASTM D256 18 Fr-Ib/In 17 Fr-Ib/In SMOKE DENSITY ASTM D2043 47.2 X 64.5 X MAX. RATE OF BURNING ASTM 0635 C-1 CLASS C-1 CLASS SELF IGNITION ASTM 01029 1040 *F 980 F ASTM 6155 TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 p..1. 8840 p..J. TENSILE STRESS BEFORE WEATHER 00 ASTM 638 1 8461 0:, .1. 1 BOBO P..J.— HILL- FLORIDA BUILDING CODE (High Velocity Hurricane Zone. 0 2015 EASTERN METAI. SUPPLY, INC. I BERTHA HVTM' am M110,SAIIIIIII Apcordion Shutter System I RV. MADE P W/ CR W/O KV. WINDOW BLADE #3 American Shutter Systems M. A. DESCRIt"1014 DATE I DRAWN By: M -L Association, Inc. I DATE.- 04/10/15 4268 We5troods Drive 2 DRAWING Na 1 West Palm Beach, FL 33407 34 —ET, 5-081 �w of-�' - TYP. EA D 1 VOL5 WINDO ALLOWED AT Qy�(1$NV WINDOW GLAD (13 f �j SEE ENO___// CONNECTION GETAILS ON SHEETS 13 & Is TVP. FULL HEIGHT. ELEVATION SYMCETRERMATES @ B _ (,l W/ I6 OR L7 13 12" 7` MAXIMUM SHUTTER SPAN SEE UMTrADON NOTE 2 Mi Ni M i 3 OR�OR� TYP. PLAN 1Q TYPICAL HV BLADg ,#3' WORKING IN UNISON WITH HV WINDOW BLADE #3 SHUTTER* ,1 'Xtr STATE TILLIT TESTING & ENGINEERING COTAPANY �..p :• OF 8755 N.W. 361h, SL. Ste. 36S. VIRGIM C.AIIDERS, FLORIDA 33 PDone : (30.5)B71-1530 . Faz : (305)671-5531 OIILUT1J, �•:RID S Sj�p••••• � A+AL �`- WALTER A P.E. P.E. SEALfSIGNATURE/DATE FLORIDA Uc # 44167 a e a e as e I IF AV44 ELEVATION SYMCETRERMATES @ B _ (,l W/ I6 OR L7 13 12" 7` MAXIMUM SHUTTER SPAN SEE UMTrADON NOTE 2 Mi Ni M i 3 OR�OR� TYP. PLAN 1Q TYPICAL HV BLADg ,#3' WORKING IN UNISON WITH HV WINDOW BLADE #3 SHUTTER* ,1 'Xtr STATE TILLIT TESTING & ENGINEERING COTAPANY �..p :• OF 8755 N.W. 361h, SL. Ste. 36S. VIRGIM C.AIIDERS, FLORIDA 33 PDone : (30.5)B71-1530 . Faz : (305)671-5531 OIILUT1J, �•:RID S Sj�p••••• � A+AL �`- WALTER A P.E. P.E. SEALfSIGNATURE/DATE FLORIDA Uc # 44167 + GFNERA1 ( IMLEAT10NS-AND-CONDITIONS OF USE FOR HEMA 6A RIADE #3 ACCORDION SHHITI ERSSYSTEM WDRKING IN UNISON WITH 4 WINDOW BLADE 13. I. MAX. A.S.D. DESIGN PRESSURE RATING: +62, 2. MAX. SHUTTER SPAN: 107' a W-11" a +62. -62 pet MAX SHUTTER SPAN: 114' = W-6" * +55, -55 Psf 3. ALLOWED MOUNTINGS: 1, 2, 7 & 6 ON SHEETS B & 10, AS WELL AS MOUNTINGS 1W, 2W, 3W, 4W, 5W & 6W ON SHEET 14- 4 ONLY L,'F,t4TIILANTE5 13 T (BOTH Wj ®OR t�'p7 ARE ALLOWED WITH8 ARRANGED IN A SYMM LAYOUT. 5. (A) 9 IN WINDOW BLADE3 SHAONLY ALLOW A MAXIMUM OF 5 OPENINGS (3"0 HOLES) FOR D. PER BLADE AT SPACINGS SHOWN ON SHEET 17. - .(B) MIN- CLEARANCE FROM TOP OR BOTTOM EDGE OF 0 RV WINDOW BLADE J3 OF ANY 3"0 HOLE FOR ® SHALL BE 12'. (C) FIRST OR LAST BLADE COMING OUT FROM STARTERS AT ENDS MAY BE �A HV WINDOW BLADE (13. (D) IA HV WINDOW BLADE 03 MQSr BE USED ALTERNATE TO A SOUDOI tIV BLADE #3 THROUGHOUT SHUTTER'S WIDTH. E) CENTERMATEEITHSHALL ER SLD ALWAYS THEM. INSTALLED ADJACENT TO A SOUR IDW 6 (E) POLYCARBONATE HV WINDOW SHALL BE INSTALLED SO THgT TABS FACE THE INTERIOR OF THE OPENING S NG PROTECTED. HV WINDOW B MUST BE ONLY INSTALLED AND LOCKED USING A HV SETTWO TOOL PROVID BY ASSA. INC. 6. SEE ANCHOR SPACING SCHEDOLE FOR INSTALLA71ONS INTO WOOD FRAIAE BUILDINGS ON SHEET S. AS LIMITED BY SPAN AND DESIGN LOM (SEE NOTES 1 & 2 !+ROVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 6 & 7 AS LIMITED Or SPM AND DESIGN LOM (SEE NOTES I & 2 MOVE), 6. SEE MINIMUM SEPARATION TO GLASS ON SHEET r, FLORIDA BUILDING CODE {Nigh Velocity Hurricane Zone ® 2015 EASTERN METAL SUPPLY, INC. BERTHA HVA' Ill. IS, S,An Accordion Shutter System KV. 81tMDEi Wj tXt Wf0 HV. KtNXtsY a�ADE American Shutter Systems PLY. No OESDRIPIION DATE DRAWN BY: ML Association. Inc. I — 13 010 4/tOAS I DATE: 04/10115 .4268 Westroads Drive West Palm Beach, FL 33407 DRAWING No 15-081