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HomeMy WebLinkAboutProduct Approval Joseph E Sammons 9309 Windrift Circle Fort Pierce, FI. 34945 OPENING WIDTH HEIGHT #1 85.5" 70" #2 82.25" 70" #.3 43.25" 69" #4 82.25" 86" #5 43.25" 69" #6 43.25" 66" #7 43.25" 66" #8 33.5" 62" #9 85.5" 66" # 10 43.25 66" # 11 85.5" 66" #12 33.5" 53" #13 43.25" 66" 0� W •• vtoks t. - gC15 Site piap r Stall stats&facts ' pubRcattons .. SUtthas9e' • ReQystsation s .y tog �,U6er BOSS N°me \. Detail OdUet A44raVa1 caUo� f1 ,S �y1 n list•,rac'l r4p�u� A t&�1 USER Publu b5es ? iicatio lication saascb A $ g R ; duct or p F438 .. `uct A sovai MenU�P Revision 2014 Approve APPlicatlonTYP Code Version Application Status � s Association.Inc' American Shutter System CommWjje is Drive 33407 Archived 4268 Westroaach,Fl West P209 8263 etah,com produot Manufacturer (561) @easternm Address/ph hon bfeeleY ! 5,11 Feeuez@easternmetal.com i irodrig Authotized Signature i Technical Representative Address/phone/Ercall Representative Quality Assurance Address/Phone/Email Shutters Accordion Category Subcategory Evaluation Report from a Florida Registered ArChlt@Ct Or A WC0fl8Gd Compliance Method Florida professional Engineer 01 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter Ar.Tiilit,Jr.+.E. the Evaluation Report PE-44167 Florida License National Accreditatiui and Managemenklnstitutg Quality Assurance Entity Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,.,PC €p Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.pdf I 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 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated 04/29/2015 Date Pending FBC Approval 04/29/2015 Date Approved 05/07/2015 06/22/2415 Summa of Products [389.1 Model,Number or Name Description Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC DRWG.15-086.odf Approved for use outside HVHZ_:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Others Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A S 5 A INC PER DRWG 15-086.odf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade W/o window blade,5'-2"for 110 psf ASD load for HV3 blade%N10 window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/windovr blade working in unison,Ma%.span for HV3 blaO w/o window blade for installations Into Metal Stud walls is 79"for max,ASD pressure rating of+728 and ASD pressures.,-64 psf.See Sheet 5 for other Spans Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 389.2 i Only(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Installation Instructions I.iinit5 Of Use 1n t1VHZ,l� FL389 R8 II AS 5 A INC DRWG 15-085.1)_ f LimitAf s Use u5O 1'Z:fifes Verified BY: Amencan Test lab of South Florida Inc. pPptOVmd�gr t15e ogtSide Created.by Independent Third Party:Yes Impact ReSlStant�yeS { Evaluaton Reports n pressure N/A ;; Span is 16-0' for 30 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-0 SHV. d Desi9 rt11S51te 1_4 D Created by Independent Third Party:Yes oth®rl 1.119p; load dtpend�ron centerm tes0"f and Se9attVE ASD ration for the 1 blade,8`-0"for+64, locktn9 rod coriftg .v blade for tone mountings�'-o1 for a p ;\Ot6 tot sand B6,011 'he for 110 � � �stuff��ti�g 1 Rti� pCkirt uai�n.See sheets 7,11 �\\� wln9s for other spans tracks 1�.• ���� 1 �umerlocking blades retained byat, Extruded alurstorm protection 1504 (top and bottom 15-0g4 df Installation InsNC DRAG, Florida Inc. FL38g R8 tI A S.S.A.S 5'A Test Lab of Soutri pmerlcanThird Party:Yes 084 df Vartfted$y'IndependentpRv,IG.15 . Created by Reports INC. p.E. - , les EvaivatRB AE A.S•SaentThrrd Patty 89 a en i s3i f ASD load Created by Ind P �1ti�at o�adatd,tigAO"spanscheduies°n sheet bipQ4QtiedL�e,�ot�2,See Sia{einem S4, ..itefun d e5eatr°7 Wk 0.481 t ce e^ o o°t sent°"q55 th W. `e�lblubtic�Go3g5.Pits ees 5 a P�°na�ad ee a to a p p 487.1 alt add 99 x '55'f.5.. 6�G e da nv to re5P°e�Qata en W}tri o' wlsbaer GhaP�c Gt 6p is State°Flo Cere55 reue5io se Cl�e�e wd tf Ve a 1�en5ee nn C0111a�1 r'ht ZOp1-Zpi our e,oU via"esn0.t Pr°eve pe joe if Vp°at ,esses ip emPiOYe`o d5 'i I&etT dd ee0CHep e D e to t e P b Sn detefi' i public Ce bV pt+o°ee5%tCen tKe°SeeAe a�a'iaRtgr% tr; t ia\2m�Uaddd s wn a%a°be P°du01iAPPrOVa�p lcel � erpa'Ii �p G�td Gf�5a{� GENERAL 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 2014 (5th EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. A DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED ETf THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTU BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 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 AREA •1: HV BLADES(1) & BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (AAS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. GENERAL NOTES 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�.C' USED iN THEIR. SYSTEM COMPONENTS 1-20 ANALYSIS. HOWEVER,A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WiTH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ; TYPICAL SHUTTER ASSEMBLY 38-44 ATL REPORTS • TYPICAL WINDOW BLADE & WINDOW DETAIL -HV BLADE @ #0214.01-03, 00715.01-03, #1004.01-05, #1214.01-05, 90317.02-06, #0609.01-10 AND #0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA ?: U BLADE(D ANO HV WIN AND E-1996 STANDARDS (MISSILE LEVEL D. WIND ZONES 1, 2 & 3) & #1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE HERE APPLICABLE -HV WINDOW BLADE ® #0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL 0, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND $ 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTiSS ON LO( INSTALLATION DETAILS A-F, CONCRETE/BLOCK 2. HV BLADE 0AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE/BLOCK 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED"AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #142.75'AND #14x1.75' RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA W DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CE]ITERMATE ALTERNATING DETAILS HV COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST 13EAR THE HV MARKING ON THEIR HEAD. 4. AALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063 T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BL LL 6005-75 ALLOY. MAXIMUM SPAN TABLES ANCHOR SCHEDULE- CONCRETE& BLOCK S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-.CONCRETE& BLOCK 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 OR 316 SERIES STAINLESS STEEL WiTH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD 7. SER THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE Q : 12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD FIV BLADE 0&Q WORKING IN UNISON: 12. 13 & 15 INSTALLATION DETAILS S-X. WOOD END CONNECTION DETAILS 7-12 & X. WOOD 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PART BY U.S. PATENT #5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC AREA 3: HV-WINDOW BLADE 9. 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. TYPICAL SHUTTER ELEVATION 10. 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 ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. ARFA 4: W WINDOW BLADE 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VLSIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12. BERTHA H.V.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 DENOTE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE THE CONDITIONS DETAILED ON THIS DOCUMENT: CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE (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 SFWJ_SUBMIT TO THIS LATTER THE SiTE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIO LN&ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non Nigh V210C1 tR A7ji�e, ©2015 EASTERN METP BERTH/ fL EC O ���. A■S.S■A■ ,Accordion Sh KV MAX#1.W/OR W/O f �j�J`` ° American Shutter Systems .N DESCRR'NON DA TILLIT TESTING & ENGINEERING COMPANY rF�F,. • *z 63M N.W.36th.SL.Ste,305.VIRGINIA GARDENS,FLORDA 3316 ASSOCiation. Inc. t OLD 11-192 4/1i Phone: (305)871-1530. Fax:(305)871-1531 4268 Westroads Drive 2 '`4i trs••, •'��(r ���� a-mall:8lteco®aol.com West Palm Beach. FL 33407 3 L EER NG��\�` WALTA.TILL(T7 Jr. P.E. 4 Jpl/ 1 1\\\\ FLORIDA Uc. # 44167 P.E. SEAL�Si��ATURE/DATE .6. p 3Y FOR WOW BLADE VARIES 1.918' 1.491" 9 @ N m 23ti °�oa r��s�� JB' o o Max. 1.200" 4.19• o A.454' c i3 °uF (1.0. q9 N A � rJ 4.371' � 4.385" 4.857' Sp- Ot HV SOLID BLADE 3OyV UNIVERSAL FLOATER J1- yN � O HV 90. 180' STARTER COVERED UNDER US PATENT # 5458179 m QUAUFlEDOR USE W/ QUAUFlED FOR USE W/ HV BLADE 1O ®HV DIRECT MOUNT HV BLADE�1 �'IV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 6063-T6 ALLLOYD AND TEMPER �., 6063-T6 ALLOY AND TEMPER 3.226' 1.500' 37 m a 67 ?j (fYP) 4J p. 0' q 2.670' 3.556' .67 1.000• Cii. .670" 2.225" o n 2 .o .994" r 0 842a4.897to�J>t. 815" .092" 0.072" -� 0.072' O I-IV ADJ. ADAPTER W f LIP 4.436' 12 • u3 3.226' QUALIFIED FOR USE-W/ HV szo BLADE 1D ®HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV ( HV TRENCH TRACK 6063-T6 ALLOY AND TEMPER BLADE(1� QUALIFIED FOR USE W HV QUALIFIED BFOR- USE W/ HV 6063-T6 ALLOY AND TEMPER LADE(DBLADE 01 ONLY. / V IN 6063-T6 ALLOY AND TEMPER VARIES 6063-T6 ALLOY AND:TEMPER QUAUFlED FOI 1' 1.915" 0 1.935" BLAI Max. VARIES 1.936" 6063-T6 ALLO 0 1.917' ooMax. 0 083" 083' m .083" mo •083' •093' .093' o ra co N .100" o n ° .125` OL•060' uNi '! m .060' 670 a N -093 p n 093"' 4�'4 A60' 7,A .060'o n o n ep. 670 1.686' m 4.4• 670 3.520" 5 3.529' 670 1 HV HEADER SIL " 11 HV CEILING HEADER ® � � 13 HD CEILING HEADER/SILL 3. QUALIFIED FOR USE WI HV BLADE 1 ONLY, QUAUFIED FOR USE W/ HV BLADE 1 ONLY / 1 6063-T6 ALLOY AND TEMPER QUALIFIED FOR us€ w/ HV BLADE - 14 HD WALL HEADERjSILL SEE SECTIONS FOR VAUD SEE SECTIONS FOR VALIDITY. QUAUFlED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE10 ONLY. X 6063-T6 ALLOY AND TEMPER T1 MNX MN.Y MN.t COMPONENT A B T1 T2 X Y t 0 2" 5"MAX. 1/8" 1/8' 18 2' 5"MAX. 0.192' 0.192` SIDE ANGLES B QUALIFIED FOR USE W/ HV ALUMINUM ANGLES ,s zs" T MAX. 0.190' 0.190- CORNER POSTS BLADE 0 1 QUAUFlED FOR,USE W/ HV 6063-T6 ALLOY AND TEMPER BLADEQUAUFlED FOR USE W/ HV 1 BLADE 01 ONLY. ® 2' S" MAX. 0.139' 0.131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity N-TILZ ��i�i ©201 EASTERN METAL ENsF• -'T'- BERTHA A.S.S.A. I L E C O N . Accordion Shu H.V. BLADE#1 W/OR W/0 H.1 *= American Shutter Systems e,,,( OFscllmnoN DATE TILUT TESTING & ENGINEERING COMPANY STATE OF ,(V` 0355 N.W.3Gew SI,Ste.M.VIRGMIA GWEN%FLORIDA 3316 Assoctafion. InC. 1 OLD 11-192 4/13/ FCDR�� ��� Phone: (305)871-1530 . Fox : (305)871-1531 4268 Westroads Drive 2 e-mail: b1teco®aol.com West Palm Beach, FL 33407 3 ION4 � WAITER A.TILLIT Jr. P.E. 4 P.E. 1 +/i�IIGiVf15'��E/DATE �RmA ua y aa1s7 s s 4.660" .929" 4.576" FLAT H 0x1/' 1/4"-ZO IE SING .745" 2.293' 0.334" FIAT HERO THREADED HOUSING ENAMEL 2.293• .745" S.S.M.S. BAKED'PAINTED THREADED DIE CAST 3 h� m tet` (2 TYP.) HOUSING EF a0 BAKED PAIN "J o a a .062" n vii, O M N U n m ci N M7 0 .875' O d m 1.325' m 6 318 o BRASS CYLINDER E BRASS I ( MI 00- 454' - - - mKEYS PLATED) 21 HV CENTERMATE ,�G,,�� s• o. CB 325 ® HV LOCK ® HV Ec QUALIFIED FOR USE W/ HV BLADED& 10A ONLY l«JHV FLOATING C NT RMA mhb h 6063-T6 ALLOY AND TEMPER QUA ED FOR USE W/ 'HV BLADE 1 & ONLY 3.023' a7s' QUALIFIED FOR USE HV QUALIFlEC 6063-T6 ALLOY AND TEMPER (2 HV CORNER CENTERMATE BLADE & (9 ONLY. BLADE QALIFIED FOR USE W/ HV BLADE01 ONLY 250"O.D. 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD •oD 1.756" .922" 2 MOLDED TQ I. m 4.045' SCREW 2.079" 1.753" 41 1000-+ o p6'� m p n //x�.825" BEFOR • P�7 of N N NOf�'0$• O n n +1/4"ASLO x 3/4" war s S.S. THUMBSCREW 1 " N m I °ai m .n .O$t• m *SERIES 9444 ALUMINUM(2024-T3 c rn m I 2750 I I 2760' I m SHEET NUTSERT, PARI f 0820.AS MAI r� .822- CHERRY TEKTORN.PARSIPPENY, NEW J PLAN FRONT E1EVA OTi H HV MALE "T" LOCK CENTERMATE4.sss- © LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE DONLY ® HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® HV LTERNA I 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR US QUALIFIED FOR USE W/ HV BLADEDONLY QUALIFIED FOR USE W/ HV BLADE(ONLY W/HV BLADEONLY. BLADE1Q ON 6063-T6 ALLOY AND TEMPER- 6063-T6 ALLOY AND TEMPER . 5 ' 1.91 7" 1.917 I•'- ! 3.161 m o II o 'j Il - D .0 43 v ' 3 1.030 THUMBNRN CYLINDER OR o V 063" 214' m .o •063 .062• KEY CYLIND m 214" t� 4 m 545. .i•� ^m in o m a M m to - 0.875- N , $ Om .125' HDC TER TE O LO I G OD D CENT R ATE LOCK G ROD 4D QUALIFIED FOR USE W/ HV BLADEO&& QA QUALIFIED FOR USE W/ HV BLADE(j)& A ® HD CENTERMATE'S INSERT 6063-T6 ALLOY AND TEMPER 804' 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADED& 11 o VARIES. 12' MIN. t/a•0-20S.S. AS.oR 3/8'm-t6 1.130' 6063-T6 ALLOY AND TEMPER ACETAL THUMBSCREWS. 11/2" (SEE DETAILS) DO _ 115 r 1.57 Mi m * 1.78"Mo ® LOCKING RODO 1/4-m HD LOCK 375'0 QUALIFIED FOR USE W/ HV BLADE Q1 © NV 3,[8"0-16 ACETAL 1/4" 0�-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 23.033 H 6063-T6 ALLOY AND TEMPER THUMBSCREWS VERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE(D& Q INSTALLATION WILL REQUIRE A 7/16" HOLE 7�lR!A 1j V BLADE Q1 QUALIFIED FOR USE W/ HV BLADE 1Q FLORIDA BUILDING CODE(Non High Velo D ILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F �j►1 9 ``�� •• ©2015 EASTERN M �'�� cENSF'J� BERTH �wSmSmA _ /rl rECOINC. Accordion S H V. RADE #1 W/ OR W/O American Shutter SystemsEv. N DESCRIP110N • TILLIT TESTING & ENGINEERING COMPANY Association. 1 OLD 11-tsz 4 Ate,, F `OQ.•^_` 6355 N.W.36th.SL.Ste.305.VIRGINIA GARDENS,FLMIDIA 3316 4As datiWestron, Inc.nc.Driv2 �Q ----•\�T Phone : (305)871-1530.Fax : (303)871-1531 '��i'��.....••'•c` ��� rmoil:U7teco®aol.com West Palm Beach, FL 33407 3 SIONA�-"A�``\\ WALIER A 008719 P.E 4 �t)111111►INtI FLORIDA Lia. #44167 P.E. SEAL/SIGNATURE/DATE 6 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 4t 3/8"o ; j O HV GLADE 1 40 3 I 12TOISLADE T PCE GE 1A .1875„1 N. ® HV BLADE 1A �J\! OR HV WINDOW BLADE 0625` sl x x ® HV GONG RECESSED NYLON BUSHING I r I BLADE'S -m OPERIN .1875' s a Y I' x v ''1 KNUCKLE .0625 -¢ 0.0625` Q W SHORT RECESSED NYLON BUSHING 39 a 3 (Trn) WI oat W NYLON HAT WASHER 1Q OR ® N FLAT PORTION TOR R1.7 /� ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I4 I^ 40 I I M /m2. Y50' 0.870"x3/16" THICK NYLON WHEEL 3 I I 3 n N 2 7/8-MIN. HV WINDOW CLEAR 0.188"0 ASI 302 SERIES S.S. RIVETS � - , 315.0 SEPARATION 03.00 BETWEEN 0625" 0625' ® HV 1 3/4” ACCORDION PIN W/ #8 HEAD * EXTERIOR �, OP NGNI GS f 5 3/4LADE " SEC10N Y-Y -y 7� o ON C RS"••*a ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 41 P+'�0 14; 2 1/4" onPB7500'ani LEAR ma ® POLYCARBONATE IMPACT RESISTANT HV WINDOW IOR EL eEmEEEN I� I ! T 5 TYPICAL, HV WINDOW POLYCARBONATE HV ' OR ® f . or N.T.S. 3 (SEE NOTE FO ! I l kEQU1REMENTS1 (D OR ® I I �!c POLYCARBONATE IMPACT RE BAYER MAKROLON 3103 P( 12" MIN. C CE RESINS, UV-STABILIZED GR HV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR r TO BLADE B M INNOVATIVE PLASTIC LEXAN I I f I T OR ® I ' i (SEE NOTE "F" ON SHEET (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR N N VHV BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR !3 f POLYCARBONATE SOURCES FORHV BLADE. TYPICAL SHUTTER ASSEMBLY I EXTERIORAPPL,N�IF R TYPIM PROPERTIES STANDARD am N.T.S. ®2 OR AT g Gg "CuuL,$am (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR uclwa aax am EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 mo.324- BLADE'S KNUCKLE. r�Osrel BLADE WHEN CORRESPONDING TO INSTALLATION 11", SHEET 7. 3 (SEE NOTE * FOR SPECIFIC GRAVITY As1.0792 G.a3 16/te' .048=11- ® REQUIREMENTS) uus,enrb. TTP. I I 1ENSIIE YIELD STRENGTH ASTM TRIM 9.400 W.(3) HV PIN ® OR I 1 FLEXURAL STRENGTH AT YIELD AST.D790 12,500 P.J. W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® I I SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8� °j��' j I MODULUS ASM 0790 340.DDo Ps.R. SHEET I NOTCHO IZOD ASTM 0255 18 FT-1btm OO �9r �u+IND cN. rs WHEEL CARRIAGE DETAIL SA101�DENS ASTM D2643 47.2 X N.T.S. ASSEMBLY LAYOUT RALE OF BURNING AST.oras c-1 CLASS N.T.S. SELF IGNITION ASID-D1929 1040'F 111110"F$ING: ASTM G155 TENSILE STRENGTH AFTER WEATHERING AST.08 9302 W. O HV BLADE SOLID & (A HV WINDOW BLADE DETAILS TENSILE STRESS BEFORE WFATHERNG ASIM 6W 1 8461 °.'. N.T.S. FLORIDA BUILDING CODE(Non High Veloci( A. ]'�j���i� 0 2015 EASTERN META •' c�N •. ''',, BERTHI Accordion Shi . A.S.S.A. H.V. BLADE#1 W/OR W/O H TIWT TESTING do ENGINEERING COMPANY American Shutter Systems Ev.N DESCRIPTION DAT ATE pfi :• 8355 N.W.36th.St,Ste.305,VIRGINIA GAROENS,FLORIDA 3316 Association. Inc. 1 OLD 11-192 4/13, F'.• �RIDP �, Phone : (305)871.1 631tecr,Fox: (305)871-1531 4268 Westroads Drive 2 s `�i`� _ West Palm Beach, FL 33407 3 N•••••••��\ EB WALTER A. L10LLRT Jr. P.E 4 FLORIDA lie. # 44167 5 P.E. S��f(�I�t�A}URE/DATE 6 ®'� •(®,(��°" `© *_NOTES ON HV LOCKS AND CENTERMATES: A 9. C 0 %�, N N S T U ®"LJ°R �® 1. MANDATORY CONDMON flo ONE FIV LOCK® or®SHALL BE USED AT 1/2 OF-SHUTTER SP OR 12' ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105: AND FOR INSTALUf ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO CENTERMATES W/(2) 1/4'0-20 x 1/2" LONG FIAT HEAD S.S. M.S. LOCAl10N OF LOCK SHAl1 BE TYPICAL SHU.. R ELEVATION. 2. {,�QNQIDQ( j;IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSE 16® LOCKS OR t�§§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS " OR ® SW�I.L BE AS INDICATED ON NOTE (1) ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDITION #2 (VAUD ONLY WHEN MANDATORY CONDITION #1 OR LIMRED_MAN AN L #2 IS�SE�_W/7YY0 H.V_ LOCKS): LOCKING RODS ® ARE NOT REQUIRED AT URRICANE PC ° 4 oR�5 oR�6 oR `0 on® 0 ® BE USED IF DESIRED TO ENHANCE SHUTTER P[ tFORMANCE LOCKING RODS Qj OR AN ALTS MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION 12: ONE 14V LOCK® ® SHALL. BE USED AT CORNER CENTERMATE 1 AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or® SHALL BE USED AS AN OUTSIDE OR I ATTACHED TO ® CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWC 1VF —44 fy HDc-Hvc AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHI £G10 ® MAXIMUM SHUTTER SPIN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. hxg ONE ALTERNATE W LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY E Qj °^ s INST TIONS AT ANY ELEVATION. ALTERNATE LOCK® MAY BE USED AS AN-INSIDE OR OUTSIDE ai 3j OF 1/4'0-20x3/4" S.S. THUMBSCREW TO (L`J1 OR® CENTERMATES SHALL BE MADE W/ 1/4'0—'s oRIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER LOCKS AT 1/3 OF SHUTTER SPAN. ® 6. MANDATORY CONDITION #3 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK ® or C.- USED USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPA TO 96', AND FOR INSTALLATION$ AT ANY ELEVATION. HV LOCK® or @ or® MAY BE USED AS it OUTSIDE LOCK, ATTACHED TO ®or ® SYMMETRICAL CENTERMATES W/ (2) 1/4-20 x 1/2' LON SEE.END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKI CONNECTION OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON SHEETS 10 D F E H 1 J K L N P Q R V W X k HEIGHT FULL It *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 D CENTERMATE ONE ALTERNATE HV 'T' LOCK 0 MAY BE IN5ZALLED IN LIEU OF HV LOCKS ®OR® FOR Qpt®a6©+ 7OoR®�10 +Q3� 1 STALLATION AT ANY ELEVATION. ALTERNATE LOCK i(9 Y BE USED AS AN INSIDE OR OUTSIDE OO © ® © © OF LOCK ® INCLUDES USING REINFORCING LOCKER-. AS SHOWN ON SECTION HVG, SHEET 9 + 5 oR + GR 1 + OR CONNECTED TO CENTERMATES®AND®W/ 1%4'0-20 x 1 1/2' LONG S.S. THREADED BOLT WINGNUT OR W/ 1/4'0-20x1' S.S.M.S. INTO A 1/4'0x 5/8' RIVNUT. LOCK MAY BE INSTALLED ©+O •©�©+O+ 1®°N MAXIMUM AE30VE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ®TOP AND BOTOM IS MAN *NOTE 0 D LOC S & CE TE TES: 1. : ONE ALTE RNATE HD LOCK� MAYB TYPICAL n HV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK(3`J4 TO®IS W/3 #8 x 3/8' F.H. S.S. REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB—HVB AND HDC—HVC, SHEET 10. LOCK MAY MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS l`3J5 1S COMPLETELY 0 FLORIDA BUILDING CODE( on High elo ``.-'%A%�R A m 2015 EASTERN M ?• �,\CENSF' BERTH A.S■S T.A■ Accordion S . � = R7EC O INC. H.v RADE#, w/OR w/o 11>► �lf':*' American Shutter Systems E,,W DESCRIPnoH STATE OF - TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4 0;= 63%N.W.36th.SL,Ste.305.VIRGM GARDENS.FWRWA 3316 4268 Westroads Drive 2 ��•• (30 Phone : 5)871-1530. Fox : (305)871-1531 ORI•��G�� `� e—maEl:8t�0eooccol.wm West Palm Beach, FL 33407 4 Q6719 NA� �```\ WFLORIDA OU�g 44166E 5 P.E. SEAtf�ii3N!#tURE/DATE 6 ONCRETE ANCHORS POURED CONCRETE POURED POURED (SEE,SCHEDULE ON OR CONCRETE BLOCK ) CONCRETE SHEET 13 REQUIRED 1/4"0-20x3/4' CONCRETE REQUIRED CONCRETE ANCHORS MACHINE SCREWS REQUIRED _ CONCRETE ANCHORS @@.R@= NE(SEE MOON TING®ON SHEET (SEE SCHEDULE ON NUTS/®"12" O.0 (SEE SCHEDULE ON SHEET 13) SHEET 13) 1" 1' ---- 12 OR t 4 Min. 1/4"0-20x3/4" S.S. Mir,. EQ Q MACHINE SCREWS ___ EQ Q USING 1/4'-20 NUTS 19 ® 12"O.C. 1/ - - E D.* .250'Max. -- - H 13 OR 15 C .250' Max. 1 1 OPTIONAL 1 1 PTIONAL 1 1 1 I MN.SEPARARON 1 I 1 1 TO p�(S I i I 1 f`t9i Ea w mxn 1 1 OR ®� i 1 i - MIN. SEPARATION TO GLASS ExIST1NG i '=d. sett is FOR 1 i 1 1 1 11 EXISTING—, (SEE SCHEDULE ON SHEET 11) 1 1 BI d.(DJtO 1 1 1 MIN. SEPARATION TO GLASS 1 GLASS 1 GLASS 1 `(SEE SCHEDULE ON SHEET 11)— I ! EXISTING 1 1 1 GLASS—� © HV WALL HEADER INSTALLATION �A HV WALL HEADER INSTALLATION B� HV WALL HEADER INSTALLATION + KEYSTONE 1 EXISTING 1 1 MIN. SEPARATION TO GLASS GLASS—"i MOL SEPARA)M i i i i � i 1 �—(SEE SCHEDULE ON SHEET 11) ' i 1 ; 1 !i 1 OR I MIN. SEPARATION TO GLASS t 1 1 f7(G�—� �- 11SCHEDULE ON BLADE I ON SiEEr 19 FOR µµµ 1 i yyy�I��{ (SEE SCHEDULE ON SHEET 11) H!¢6 M& 1 IXISTING 1 1 OPTIONAL i r IIIIFr i 1 i + vw.s—•1 � .D.• 1x11 11111OPTIONAL i it i i1 1/4' Max. E �_ r --- --- 19 EQ EQ 12 OR® -- 1/4"0-200/4" S.S. Min. ` --- E PHILLIPS TRUSS HEAD Q 1/4'0-20x: ONCRETE ANCHORS 17 OR 18 MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEA 1" 1/4"-20 NUTS ® 12" O.C. (SEE SCHEDULE ON W/ 1/4_, (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13) POURED CONCRETE J OR CONCRETE BLOCK OR CONCRETE BLOCK NCRETE ANCHORS REQUIRED O WALL REQUIRED O HV WALL SILL INSTALLATION (SEE SCHEDULE ON POURED CONCRETE SHEET 14) HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED O }ry WALL SILL .INSTALLATION NOTE FOR COMBINATION OF SECTIONS INSTALLATION DETAILS W1 1- SEE SHEET 4 FOR TYPICAL SHUTTER # E D. - EDGE LIMITATIONS OF USE FOR SEE HV ��\ ASSEMBLY SEE SPECIFICATIONS ON SHEET 13) ♦ BLADE 1@ ONSHEET79 B LA D E 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. luluua FLORIDA BUILDING CODE(Non High Velocit I Ci ©2615 EASTERN MET �:. �,\CENs�:'•:'� BERTH A.S.S.A. _ -rL IE c O Accordion Sh SFLV. MADE#1 W1 OR W10 hutter SystemsIFV.N DEscwPnoN DA F - TILLIT TESTING & ENGINEERING COMPANY �n'•- � :��` 6355 N.W.36th.SL,Ste.303,VIRGM GARDENS.FLORIDA 3316 Association, Inc. 1 OLD 11-192 4/13 Phone: (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive z •..... \ �� e-mail:tilteco®aol.com West Palm Beach, FL 33407 3 `�� G```` ES-GDo6719 �fllllifNA IIIHII�\� •WALTER A TILUT Jr. P.E. 4 P.E. SEALX NATURE/DATE FLORIDA Uc. 44167 5 6 POURED CONCRETE ANCHORS { TAN sEPAitmION i i I 1 OR ®� { i i { MIN.SEPARATION CONCRETE (SEE SCHEDULE ON SHEET 13) 1. TO CLAS (SEE 1 { I D11SnNG I I { i { 1 � tD Bass REQUIRED '{tai DR MADE(D 1 i 1 � CLAS (mSCHEDULEs tt)o EDGE OF { yyl�tD FOR , i ro 1 i 1 D. AP UPUCCAeI LE EXISTINGGLASS---'I �O6me i oN s tq I i { 9 ALTERNATE EXISTING 1 I ANCHOR GLAS 1 i { 1 1/ X I LOCATION 1 1 1 1 1 $10x3/4" HEX WASHER HEAD I I I i i 11 { 1 1 OR 13 OR 15 3/8'NIN. TEK SCREWS 0 12'O.C. I i 3/8 NIN. CONCRETE ANCHORS $ (SEE SCHEDULE ON SHEET 13) E 1 EDGE OF EXISTINGi I I I i i {i EDGE OF--+ 1 1 1 t 1 SLAB IF GLASS---j 1 1 SLAB.IF 1 I 1/2 1 EDGE OF APPLICABLE { IF I SPARMON 1 I I APPLICABLE Q• Q APPLICABLE POURED p. CONCRETE FIAT HEAD CONI TO 1 cnrtn.c S SHEET I T CONCRETE (SEE SCHEDULE -{ „FOR�®� POURED REQUIRED /FLAT HEAD CONCRETE ANCHORS REQUIRED I OM --<DOR ® coNCRETE 11 ,DRENCH INSTA { TiAOEsm&Qi { REQUIRED D. D. (SEE SCHEDULE ON SHEET 14) VAUD ONLY FOR UP TO +7( HV FLOOR INSTALLATION t (J) HV WALK-OVER INSTALLATION_ DESIGN PRESSURE RATING & © HV CEILING INSTALLATION SCHEDULE #3, SHEET tt EXISTING EON.SEPARATION 1 CONCRETE ANCHORS CLASS To O (SEE SCHEDULE oN 1/4'0 ITW BUILM TAPODN.W/ ON 5H87 10 SOMDULES— MN.SEPARA7ON I 1 To awls 1 I I { 1 I I EXISTING SHEET 15) AGY OR D THR4.0 ADFORIA POWERS EXISTING { I { I a EXISTING—, I I GLASS—, I I 1 TECHNOLOGY OR t/a'0 POWERS —1 J wn.CEPA&.To cutis 1 I FASTENERS TAPPER+ANCHORS W/ GLASS 1 I I E ? GLASS -I(StE Scxmuu¢ON SH[1T Lt) I — —O I MN.SEPARATION TO t I I 1 3/a"MILL EMEIMMEIA 06' 0 ""IR i (�SOCEDU E ON 1t) I I { O.0 FOR UP TO W--W SPAN!DID 1 i I 4'0.0 FOR SPANS LARGER TWW 8•-O"UP TO W-O"NAX APPLY 1/4" SEALANT AT EVERY FASTENER HEAD { �• 11 (TYP.)(SEE NOTE it ON SHEET 1I I FOR U0.ITYATIONS 3/8" tOx3/4" HEXI 15 I' a WASHER HEAD I I CONT:SEALANT______L $ I I MiN I TEK SCREWS {I I I III �- I 1 1 8- 0 12' O.C. #14x3/4" HEX HEAD I TEK SCREWS 0 9'O.C. I _ --- i i i { .•' e 1 $14x3/4'S.D.S. - --- 1/4" :n :.:��. .:• v OR 1/4"0-20 S.S. M.S. I CONCRETE ANCHORS \ 1 _ _ 6 + 7O 3/S 0 9" 0. C. I 1 1 Max. W/ NTA 0 9" O.C. i (SEE SCHEDULE ON n _ N --/ SHEET 14) y •... :,••• •n • ----- °TTT00---- OR 17 18 1/2. 1•• L @0R@ 2.OD" MIN.:a : ••.1.... E:D III I SLABIfF J`140/4-F.H. S.D.S. T I 1 7 8' 1 7/8 t I APPLICABLE 0 9" O.C. REQUUIRED CONCRETE ANCHORS SEE NOTE 13(b) V EE NOTE 13(b) ` D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 %.•'••: ••..-�'. " p, POURED CONCRETE ON SHEEP 1 OR CONCRETE BLOCK SHEET 14) REQUIRED OR CONCRETE BLOCK oPnoNAL POURED REQUIRED KEYSTONE MOUNTING IN CONCR Qr. HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION TMXNIIN SXSELHUT DESIGN PRESSl1RE +84•-72 wt REQUIRED MAXIMUM SHUTTER SPAN 8'-0" �'HV RAINGUARD INSTALLATION tTHIS INSTALLATION ate: NOTE FOR COMBINATION OF SECTIONS: * REMOVABLEIWHENPERFORMED E. = EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT � SEE LIMITATIONS OF USE FOR 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEEP 13) OR ENTRANCE BLME@ON SHEET 19 ASSEMBLY INSTALLATION DETAILS W/ O H\ NS N ANY WA 'To SUIT ANY STe�TIONINEO FLORIDA BUILDING CODE(Non High Veloci{ ©2015 EASTERN META ?::.!�!<<iT'��., BERTHS EN • C ,�P.•�, SF , A.S.SI.A. L E C O N C. Accordion Shy KV. MADE#1 W/ OR W/O N /T l� ��"� *_ American Shutter Systems .N DESCRIPTION DA TILUT TESTING & ENGINEERING COMPANY -o'• PATE OF 6=N.W.36UL SL,Sta 303,VIRGINIA GARDENS.FLORIDA 3318 Association, Inc. 1 OLD 11-192 Phone : (305)871-1530 . Fax : (305)87-1-1531 4268 Westroads Drive 2 • i /c' . DR ��` a-moil:tTlteco®ool.com West PalrtT Beach, FL 33407 3 IONAL��G` WALTER W-oo08R1Jr. P.E 4 P.E.'Stlf Sfu�NA�TtURE/DATE FLORIDA Uc. s 44167 6 SEE NOTES ON LOCKING RODS LOCKS IS or 2) SEE END WALL co c AI T 8 INSTALLATIONS W/ 1 H V AND ALTERNATE HHV V LOCK®ON SHEET 5. OUT 90 I N I EXISTING GLASS **eU1DE SLACK DETAIL HVF IS VALID FOR ALL BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH BLADEo I ©aR�eR©+Oj aR®oRtp +®aR OR SEE END WAL EXIsnNG GLASS DETAILS ON SI +O +©ORO+O+®OR © O © ® O ® ————————— ————————— ——————————- 1 I 5+ $on� + g OR 8 + OR ————————————— 2"x2-x1/8•x0•-2 3 1/4" 7" 8 1,2" 7^ (6063-T8 ALLOY)ALUM. I OPPOSING P O S I N G ANGLE W/(2) 1/4.0 TAPCON 1/2" OR®+® SYMMETRYCAL ANCHORS TO CONCRETE CENTERMATES (roP/sorroM) , 1oxa/a•S.M.S. ® 12' CENTERMATES (4)®10x1/2'S.M.S.TO TUDE I O.C. FULL LENGHT. W/ HV LOCK Tar C2b) AT EACH ANGLE(i1P) v W/ HV LOCK or 5 i ® m * 35* I N 3 * 3 n 5 + 1/ 2- 1/2- O + m ® O m + m o � I ©OR®OR©+GOR®OR@+QOR O mHVQ OUT ® m HVB HVA 7 EXISTING GLASS + Sae 8 -------------- SYMMETRICAL ---- IXISI7NG 5 ®oR Q+ O+®aR —IN--] 6 + + oR 6 + + 11R —F————— SYMMETRICAL Q Q Q7 GLASS � MIN. SEPARATION _ _8 +_®eRO+@-19+Q� Gas G CENTERMATES* 6TO GLASS ©+®OR Q+ 18 OR®+Q OR (SEE SCHEDULE 5 OR + * W/ HV LOCK OPTIONAL MIN. SEPARATION ® ® ® m ® (INTERIOR) ®+®ORO+©GRO+@ ON SHEEP 11) TO GLASS 3 __ (SEE SCHEDULE I N OPTIONAL OR + ON SHEET 11) (INTERIOR) ----------- _—_—_-- —_--____ OUT LA] — — --------- --- * 1 I 1 VARIES A/ m � J 3 90' * m ® 2 m ® OUT 8 1/2- MAX. SLACK OUT * 5 (EXTERIOR) HVE HVF** HVD �/ FLORIDA BUILDING CODE(Non High Velocii \\\\\11111p I...� 02015 EASTERN META .. <<iTJ,,,,,, BERTH IGEN•• "MECOINC.—\ A.1�7.SM�,■ Accordion Shi H.V. IMAX#t W/OR WAO H TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev. N DESCRIPTION DA, -O•• STATE OF .� 6358 N.W.3601.SL,Sta 305,VIRGINIA CAROM FLORMA 3.316fASSociation. Inc. 1 OLD 11-192 4/13 Phone : (305)871-1530. Fox : (305)871-1531 4268 Westroads Drive 2 e-mail: ulteeo®aol.com West Palm Beach, FL 33407 3 �•,if'�S�S�+/O•••••f�G`�.�`\ WALTER A T1UJr dr. P.E. 4 P.E. jrlAlff„ , Ai' E/DATE FLORIDA UG g 44167 s ALTERNATE INSTALLATION W V "T" LOCK 0 V MALE FEMALE "T" LOCKS CENTERMATES 8 9 & LOCKERS (2x,71 W/ n HV BLADE SCG FND CONNECTION OETAILSON SHEETS 10 A 18 INSTALLATION 111 HV BLADE OUT IN �I�°�""e Glass BLADE QSLACK DETAIL HW.INDICAIM ON SHEET 8, W/ HD CENTERMATES /I�p.�� AS WELL AS UNIVERSAL FlDA7ING BLADE®DETAIL HDD-HVD, ®��°R©•Oonbaa(Q•®m INDICIITm ON IRIS SHEET,MAY BE USED WM THIS ALTERNATESEE OD 10•®e'©•�©'®aa INSTAUATION DETAIL FNG SHOWN W THIS SHEET. DETAILS ON ' (6oD3-T6 ALLOY)ALUM. 35 ANGLE W/2) i/4 TAP'CON • 3/e• ANC 'TO caNCAEIE (OPIIONNJ 4 OPRONA - CIOP/6DON= L----------- ------------ - ---- --------------- (4)/tOAt/2'&Ms M TUM i /.0,3/4•S.MM o 12 3 (4)HV. 1' PINS AT EACH ANt3E(lYP) O.C.FULL LFNGHF * FIN I'v (4) H.V. rj 3 3U LOCK'T(INSIDE) ) PINS(ttP.) a 73 S 7 rr-'C' --- - ----- —'------ -- - ---�'-- • ------ - --- 0-1 S � ' _ 11/4• Ste. ® " 28 29 , t 1 L � 2 J/8• 5 3 OUT 31 oR 3 k 33 31 OR 32 31 OR 2 3 2 1/4" 20 x 1 1/2" S.S.M.S. 4 35* OUT (Qanoll OT SEE NE 6 FOR HV LOCK 3@, * W/ 7/8"0 x 3/32" WINGNUT. (oPnoNu)HDB-HVB •r LOCK,ON SHLLLT 5. SYMA4ETRICAL HO C ®0 HV "T" LOCK (OUTSIDE) .SYMMETRICAL HD CENTERMATES }y/ (RL* LOCK (EXTERIOR) J LACK I t SERIES 9444 ALUMINUM HVC.* (2024-T3 ALLOY)LARGE FLANGE THUI a®oR©•O7 a 8Om 10•®a SHEET NULSERT,PMT f 0820. 10•®ox®a@-&@m AS MANUFACTURED LTY AVDEL CHERRY TDaURN,PAR§IPPENY,NEW JERSEY ©•O!'©a+©•O•®� 07054 OR EQUAL T3 •®^^Q•®��'®�Q•® 3 © SEE NOTES ON LO=NG RODS g HD } **UNMRSAL ROAIING DUDE®DETAIL HW-HV VNlO FOR ALL CUMBLATES APPUCKT MS W HDD—HVD** FLOATING STACK FLORIDA BUILDING CODE(Non High Veloci O 2015 EASTERN METj \cErus'••��'� BERTHA _ F A.S.S.A. = - n1L E C 0 �N�. Accordion Sb _ •— � H.V. BLADE#, W/OR W/0 I • ���J *_. American Shufter Systems REV.No DESCRIPnON a TILLIT TESTING & ENGINEERING COMPANY TATE 0! a Association, Inc. , OLD 11-192 4/1 i ••� .42C-• 6355 N.W.36th_SL,Ste.2505,VIRGINIA GARDENS,FLORIDA 3316 4As claflWestro n, Drive 2 Phone (305)871-1530.Fax : (305)871-1531 e-mcn; tilteco®aol.com West Palm Beach, FL 33407 3 'yACi`"4\`\ WALTER AOTILLlT1 Jr. P.E 4 P.E. SAE�tf STATURE/DATE rtoRmA uG 44167 5 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR BLOCK WALL REQUIRED E lo REQUIRED BLOCK WALL REQUIRED �EXISTiNG GLASS EXISTING GLASS SHEET CONCRETE ANCHOR EXISTING GLASS —r—� 2" MIN ® 16" O.C. i ���/// �( 2" MIN. MIN. SEPARATIONMIM SEPARATION T-— 7 1' TO GLASS(SEE LE ON SHEET MIN.SEPAPAMON E° I EQ TO MASS(SEE 1111 FOR a"® TO�(SEE SCHEDULE ON SHEET 1/16"x3" MAX. ON SHEET 19 FOR 1�F�BIME(!)AND 11 FOR BLADE QAND (6063-T6) CONT. BLADES Q& ON ST{EET 19 FOR ALUM. CLOSER ON SHEET 19 FOR (LOCATE AT / BLADES EITHER SIDE BLADES &® PLATE. (LOCATE 1/2 ' �&Q� OF 5 ) AT EITHER SIDE MIN. \ r 1/2' MIN. OF 4-USE 1" OR 2" MAX. #10x1/2" S.M.S. ® 16" O.C. _---- 10x1®16SO.C. ----- (AS APPLICABLE)x2'x1/8"xo'-2' I ---- _—_—_ ALUMINUM CLIP ANGLE / (6063-T6 ALLOY) AT MIDHEiGHT 4 \ / 4 (i) #10x1/2" S.M.S. TO®& (2)1/4"0 TAPCONS ANCHORS TO S SEE DETAIL X FO WALL AT 1" O.C. (LOCATE AT OR ®� SEE DETAIL X FOR ) OR ®� SIDE CONNECTION TRACKSrOR ETHER SIDE OF®) ) OR SIDE CONNECTION Oa"® SEE DETAIL X FO 4.6 7Om 8 10. TO TRACKS m a 6 7 8 0• a+ SIDE CONNECTION•O �© S©aO`®°B 6 a Oa0y�«©a0.Oa®m O`O«©«O«Oa®°" ©`®�®'®m0'®� ®•® ©-� END CONNECTION DETAIL 0 END CONNECTION DETAIL 2Q END CONNECTION DETAIL� END CONNECTII POURED CONCRETE OR �U REQUIRED ONLY FOR SPAN —————�EXISTING GLASS CONCRETE BLOCK WALL IXISTING z4 - REQUIRED GLASS �i MIN.SEPARATION #1 1/2" S.M. _' ��'------------ To GLASS(SEE MIN.SEPARATION Y "�=------- - SCHEDULE ON SHEET TO CLASS(SEE ------____-- - ---- OR1i FOR BLADE 1QAND CONC ETE 1/2" MIN. SCHEDULE ON SHEET _�H©1&9 FDR ANCHOR ® 11 FOR GLADELAND 4 ORq CONCRETE Q) 12" O.C. ON SHEET 19 FORANCHOR QBLADES Q&® _O.C. 1/2" MIN. 17 L--�_ L.,.,- - _, 2" MIN. EQ F) OR®ORUOR Z' MIN. 2" IN. BLADE(DONSEE HEETS OF UI9 SE FOR (i T ORKy QOR 1OR�OR� VIEW Y Tdl 1 OR ®' PLAN RDETAIL X POURED CONCRETE OR ©"'®a©«Om©m10•®°R ®�Q�°1v O°1®°"10•®� CONCRETE BLOCK WALL ,D•®�®.�®.®� END INSTALLATION REQUIRED '®°� ©-O•®�©`O•®a 1 HV BLADE OR a HV WINDOW BLJ ®•®��•®�O•®� 6, �, , 5 CONCRETE OR CONCRETE BLOCK END CONNECTION DETAIL 5Q O•®""O«Q�a®•QJa END CONNECTION DETAIL© O ® ® ® FLORIDA BUILDING CODE(Hon High Veloci N. Tk /',,'* ©2015 EASTERN MErAj BERTH 1101E C O INC. �,S s Accordion Sh ■A■ KV. MADE#1 W/CR W/o American Shutter Systems Ev,N DESCRIPTION DA s TI LIT TESTING do ENGINEERING COMPANY Association Inc. 1 OLD 11-192 4/1 STATE OF Q; 6355 N.W.3M.5L,Ste.305,VIRGIMA GARDENS.RDRMA 3316 .o'• GRID Phone : (305)871-1530. Fox : (305)871-1531 4268 Westroads Drive 2 a-mail: tilteco®ool.com West Palm Beach, FL 33407 3 S/pNAl-�c�G`\`�� WALTER A.TIOLuT Jr P.E. 4 ICIr��S1VA'iURE/DATE ARIDA Uc. B 44167 5 6 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN" "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+' * NOTES: (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR R "L-" (ft.) 'INSTALLATIONS INSTAL LATIOj�LEGEND CENTERMATES. ® & ® or or INSTALLATIONS W/ O N yy CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN I W/ ONE N.V. LOCK ® or ® or or CENTER & & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE R/ HD LOCK ® W/-NO LOCKING RODS or ONE HV LOCK or ® or ® WALL L-: MAX.ALLOWABLE SPAN FOR A G CENTERMATES ® & ® W/ ONE HV "T" W/ NO LOCKING RODS ® ODOR W/ NO LOCKING MOUNTING A,F,'K & L E. M, N. 0. P. 0. A.S.D. DESIGN PRESSURE RATING. LOCK ® W/TWO LOCKING RODS ® TOP & (SEE NOTES t,tt) (VAUD FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIf BOTTOM SEE NOTES t,It) x SHEET 7) JFLOOR/CEILING G. H, I, 11, 1 T. U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR NAxIMUN CONCRETE &WOOD INSTALLATIONS V uAlaMud CONCRETE&WOOD MA1aMUM CONCRETE MOUNTING & M ASA. [UM A.S.D.IAM O µS,p.DESIGN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRE PRESSURE WALL MOUNTING FLOOR CEILING PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN 'L+" FRO RATING / RA7= & RATING FLooR/COLING MOUNTING GIVEN A NEGATIVE A.S.D. DESIGN PRE LRgt1 MOUNTING (p..f.) FLOOR/CEIUNG MOUNTING (P•%r•) OR FLOOR' ALL MOUNTING DETERMINE MAXIMUM SPAN 'L-" FRO L+ (ft) L-(ft) L+ (IQ L-(ft) L+ (ft) L-(ft) L+ (fo L-(a) 6 MAXIMUM SHUTTER SPAN "L+"OR "L-" FOR 30 OR LES 16'-0" 16'-0' 16'-0" 16'-0• 30 16'-0' 16'-0" 30 16'-0" 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS 105 psf. A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 35 14'-10' 14'-10' 15'-2' 16-0' 35 14'-10" 14'-10" 35 15'-2" 16'-10" 15'-2' 40 13'-10" 13'-10" 40 14'-2" 15'-2" (3) PROCEDURE TO DETERMINE MARIA 40 13'-10' 13'-10• 14•-2' 45 13'-1" 13'-1" 13'-4" 14'-3' 45 13•-1' 13'-1" 45 13'-4" 14•-3• 1' HV CORNER CENTERMATE #3 MAY BE USED ATALL COMBINATIONS IN BETWEEN WALL MOI 50 12'-5" 12'-5- 12'-8" 13'-7' 50 12'-5- 12'-5- 50. 12'-3" 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: 55 11'-10" 11•-10" 12'-1" 12'-11' 55 11'-10" 11'-10" 55 11'-11 11•-11 SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE AS.D. DESIGN 60 11'-4' 11'-4" 11'-7' 12'-4- 60 11'-4" 11'-4' 60 10'-2" 10'-11 NOTE #5, SHEET 5. RATING: 65 10'-10° 10'-10' 11'-1' 11-11" 65 10'-10" 10'-10" 65 9'-5" 10'-1" DETERMINE: LI+= MAX. SPAN FOR WALL MOUNTIN 70 1 10'-6" 10'-6" 10'-9" 11'-5' 70 10'-6' 10'-6" 1 70 W-9" 9-4" Let= MAX. SPAN FOR FLOOR/CEIUN( 75 10'-1" 10'-1" 10'-4' 11'-1' 75 10'-1' 10'-1' 1 75 - W-9- •t'tE(CEPT THAT MAXIMUM SHUTTER SPAN "L+- OR INSTALLATIONS. 80 9'-10" W-10" 10•-0' 10'-9' 80 9'-10• W-10' "L-"AND MAXIMUM A.S.D. DISING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIG 85 9•-6" 9'-6' 9'-9- 10'-5" 85 9'-6' 9'-6- INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9.-3. 9'-3" 9'-S" 10-1- 90 9'-3• 9'-3" SHALL BE LIMITED AS FOLLOWS: DETERMINE: 95 9'-0" e'-9' 9'-2' 9'-10" 95 9'-0' 8'-9" 1- CONNECTIONS TO KEYSTONE MOUNTING Li­ MAX. SPAN FOR WALL MOUNTT 100 8'-9" 8•-4' 9'-0' -10 95 8'-9" 8'-4" . LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE L2-= MAX. SPAN FOR FLOOR/CEILIN MOUNTING(g)ON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11" 8'-9" 9'-4- 105 8'-7" 7'-11' 110 8'-4" 7'-7" 8'-7' 9'-2" 110 8'-4" 7'-7- FINAL MAXIMUM ALLOWABLE SPAN IS 115 72' 7'-3- 8•-4- 8'-;1- 1 115 8'-2- 7•-3• SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "Lt+", "Ls+", "Lt 120 8'-o- 6'-11- 8'-2' 8'-9" 120 81-0" s-11• (4) GO TO ANCHOR SCHEDULE WITH 125 7'-10" 6'-8" 8•-0" 8'-5' 125 7'-10" 6•-8" ALLOWABLE SPAN AND NEGATIVE A.S 130 7'-8' W-5' 7'-10" W-1- 130 7•-8- 6'-5• WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE 135 7'-7" W-2- 7--9' 7'-9' 135 7•-7- 6'-2" SPACING. 140 7'-5• s-11- 7'-7" 7'-6• 140 7'-.5- 5•-1,• ASTM E-1996 SEPARATION 145 7'-3' S'-9" 7'-5" 7'-3" 145 7'-3' S'-9" TO GLASS 150 7'-2" 5' 7'-4" 7'-0' 150 7'-2" 5'-7" 155 7'-0' S'-5- 7'-2" s'-9- 155 7'-0• 5-5• 1 THRU 3 1" 160 6'-11" 5'-2' 7•-1' 6'-7- 160 W-11' W-2' 165 W-10" 5'-1- 7'-0' 6'-4- 165 6•-101 5'-1" 170 6'-9- 4'-11" 6'-11' 6'-2- 170 6'-9" 4'-11' 175 6'-7- 4'-9- V-9" W-O". 175 6'-7" 4'-9" 180 1 6'-8' 4'-8" 6'-8- 5'-10' 180 6'.-6" 4•-81 (1) HV B LA D E 185 6'-5' 4'-6' 6'-7- 5'-8- 185 6'-5" 4'-6" 190 6'-4" 4'-5' 6'-6" 5'-6' 190 6'-4" 4•-5" 195 6'-3' 4'-3- W-5.' 5'-5- 195 6'-3' 4'-3" 200 6'-2• V-2" 6'-4• 5'-3' 200 6'-2- 4'-2- 205 s'—,= 4-1• s'-3- s—,- los s—,- 4'-1- FLORIDA BUILDING CODE(Non High Veloc ©2015 EASTERN M BERTH �•• 1 L E C O -N-. A.S.S■A■ Accordion S FLY. MME #1 w/OMR Accordion TILUT TESTING do ENGINEERING COMPANY Amel"iCan Shutter Systems EV. N DESCRIPTION 6355 NX 36th.n,see.sox,VIRGINIA GARDENS.rLORDA 3316 Association. Inc. I OLD 11-192 4/ 4268 Westroads Drive z Phone : (305)871-1530. 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SCiiEDULE FOR A GWEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK Sl A.S.D. DESIGN NEGATIVE PRESSURE RATING AND rORSPONDING (JOUNi1NG TYPE FOR CONI'RETE OR CONCREiE BLOCK INSfAUATIONS (SEE MOUNTINGS 1;,G,&H ON SHEETS 6 k 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS. POUND COOCKTIE/CONCREDE BlDCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE (Min.Vc - 3 k9!) NAwMDu E@WALL SILL MOUNTING ©CEILING MOUNTINGHO FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDE SPAN ICHORS SPACING I FGEND - 1/4'0 x 3/4"ALL POEMS SOLID-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW. BOLT& SPECIALTY COMPAN (ft) kSUX BMW NOGONE PRESSURE(WING M DESIGN NWATNE RATING W .DESIGN NEGW E PRESSURE RA71HC(ps0 - t/40 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC.(Min. f c- : 30 140 160 175 90 120 160 205 30 40 60 175 9TAPCON OR0 120 160 205 30 40 60 75 90 120 160 205 - 1/4'0 TAPPER}ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND OLSTRI13lJ1ED BY ALL POINTS SCREW, TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SY 14 12 io 9 8 8 8 5.5 14 12 10 9 8 "8 6 6 14 12 10 9 8 e fi 6 THREADFORM TECHNOLOGY ( N, f•c = 3 ksi) 3'-0" 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 S 0 ALL POINTS SOLID-SET OR 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 tU 9 8 8 6 5 BLUE TAP'W/CAP NOTES: 14 12 10 9, 8 8 '6 7 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOG 14 12 10 9 8 7 55 3.5 14 12 10. 9 8 e 6 s 14 12 10 9 6 8 6 5 TAPPER+ ANCHORS IS 1 3/46. AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 4V-0' 14 12 10 9 8 8 6 B t4 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5.5 14 12 to 9 8 8 6 4 14 12 10 9 8 8 6 4S 14 12 10 9 8 6 .4 35 A2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SbUD-SET ANCHORS SHALL BE'7/8" INTO THE POURED CO 14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 S.S. MACHINE SCREW USED SHALL.BE 1 1/2" LONG MINIMUM SHI 14 12 10 9 7.5 55 35 - 14 12 10 9 8 8 5 5 14 12 10 9 8. 7 5.54 •SEE.�ATIONS OF USE FOR 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5S 14 12 10 9 8 8 6 4.5 BLADE ADN SHEET 19 5'-0" 14 12 10s. 8 7 4 - 14 12 10 s 8 ESS" 5 35 14 12 10 s 8.5 5 3.5 3 A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE E7GST11 to 12 to s 8 7S 45 - to 12 10 9 8 8 s 45 14 12 10 e s 6 a.s 3.75 ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE$1 14 12 19.517.5 6.5 45 - - 14 12 10 9 8 7.5 5S 4 14 12 10 9 8 6 45 3.5 NOTES A1) &A.2)ABOVE. FOR INSTALLATIONS ON-VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSL 6-0" 14 12 10 9 8 8 6 - 14 12 10 9 B a 6 5 14 12 10 9 8 6.5 *5 3.5 INSTALIATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 t2 10 9 75 55 3 - 14 12 to 8S 1 5S 4 3 14 12 8 6.5 5S 4 3 - 14 12 10 9 8 6 - - 14 12 10 9 a 65 5 3.75 14 12 10 85 8 5 4 - (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 14 12 8 6.1.2.5 3 - - 14 12 70 9 8 6.5 4S 3S 14 12 t0 $ 7 5 35 3 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDE 14 12 t0 9 8 8 - - 14 12 10 9 8 7 5 4 14 12 10 9 7S 55 4 3 - 1/4"0 x-3/4'ALL POINTS SOLID-SET ANCHORS. AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPAN 7�-0' 14 12 TO 8 8.5 4 - - 14 12 8 75 6 4S 3.5 - 74 10.5 7 55 4S 3.5 - - - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. la 12 10 eS 7 4 - - 14 12 10 9 75 5S 4 - 14 12 9 7 7S 45 - - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW, 14 11 7 5.5 45 - - - t4 12 70 9 7S SS 4 - 14 12 9 7 8 4S 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORGZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SY: 14 12 10 9 8 6S - - 14 12 10 9 8 6 4 - 14 12 10 a 6S 5 3.5 - NOTES: 14 12 BS 75.5 3 - - 14 12 9 6.5 &5 4 3 - 02-519.5 6 5 4 3 - - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS 14 12 95 75 6 - - 14 12 9.5 8 65 5 - - 14 12 8 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1 . 13 9.5 65 5 3.5 - - 14 12 10 8 65 5 - 14 12 8 6.5 5 1 4 9._O" 14 12 10 9 B - - - 14 12 10 9 75 4.5 - - 14 12 8S 7 55 4 - - 8.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO Ti 14 11.5 7-5 6 4 - 1-4 11 7 5S S' 3.5 - - 11 a 5.5 4.5 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALT_BE 1 1/2'LONG 14 t2 8 65 45" - - - 14 12 BS 7 55 4 - - 14 10S 7 5.5 6 4.5 - - EOST,AND t" MINIMUM FOR WALLS WITH NO STUCCO. 11.5 8.5 5.5 4 - - - - 14 12 9 7 6. 4.5 - - 14 11 7 55 45 3.5 - - 1O•_O. 14 12 10 9 7.5 - - - 14 12 10 8' 65 5 - - 14 12 8 6 5 4 - - 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTII 14 I(X5 7 5 3.5 - - - 113 95 6.5 5 1 4 3 - 10 7.51 5 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL.FINISHES. ANCHORAGE SE 14 it 75 55 - - 114 11.5 9" 6 5 4 - 12L 9.5 6 5 4 4 NOTES B.1) & 13.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR E3FS WITH OR WITHOUT MESAL STUDS CONSL OS 8 5 - - - - 14 12 8 BS 55 4 - - 13 10 6.5 5 4 3 - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - 14. 12 9 7 6 4S - 14 10.5 7 5S 45 35 11'-0' 25 95 5 - - 12 9 6 45 4 3 - - 9 7 45 35 3 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS 14 10 7 - - - - - 14 10.5 7 5.5 4S - - - 1S &5 55 4.5 3.75 - - - 9.5 7 4.5 - - - - - 14 15 75 8 5 - - - 112 9 6 4.5 4 1- - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12'-0. 14 12 10 - - - - - 14 12 8 65 55 - - - 113 10 65 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 115 8.5 4.5 - - - - - 11 8 55 4 35 - - - 18 6 4.-L - - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW. FOR E 0. LESS THAN THE INDICATED, R 13.5 9.5 6 - - 13 9S 6.5 5 4 - 110.5 8 15 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - - 14 10.5 7 5,5 4.5 - - - 1111 85 55 45 35 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR 13'-0' 14 12 - - - - - - 14 115 75 6 5 - - - 112 1 9 6 4.5 4 - - - FACTOR 10.51 8 I- - - - - - 10 7.51 5 4 3 - - - 7.5 5,5 4 3 - - - - ACTUAL TAPCON WiTH ADVANCED - - 12 s s 4.54 - - - 95 7 IS 4 - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP 8" THREADFORM TECHNOLOGY 6 - - - - - - 13 9.516-91 5 - - - 05 75 5 4 - - - - HV BLADE O DICTANCE . 14•_O" 14 12 - - - - - - 14 105 7 5.5 - - - - it &5 5.5 A5 - - - - ED. MIN. SPACING 3" MIN. SPACING o 3' MIN. SPACING 3 1/2` MIN. SPACING 3` 3 10 75 - - - - - 9 7 4.5 3.5 - - - - 7 5 3.5 3 - - - - HV BLADE W POURED CONCRETE& Pq�p a�E E a= POURED CONCRETE& POURED CONCRETE&Ppm 75 8 - - - - - 11 8 5.5 45 - - - - 9 5.5 4.5 - - - - - 11% HV WINDOW CO A9N F.D.RErE BLOCK M FAL=3 1/2' MN.ED.•2 1/2' cam,ED 3 1/2-CRETE K CONCRETE BLOCK MN.CO 7.5 - - - - - - - 12 9 6 - - - - - 9,5 7 45 - - - - 3• 1.0 0.90 1.0 0.78 1.0 0 15•-0` 14 - - - - - - - 3.5 10 6.5 - - - - - 05 8 5 - - - - - BLADE WORKING 2 1/2• - 0.91 1.0 - - o 9 - - - - - - - 85 8.5 4 - - - - 6.5 5 3 - _ IN UNISON 10 ^ - - - - 0.5 8 5 - - - - - 8.5 6 4 - - - - 2' - 0.71 - - - 0 7 - - - - - - - 1S 85 5S - - - - - 9 6S 4.5 - - - - - 1 3/4• - 0.91 - - - O 16'-0" - 2S 9.5 6 - - - - - 10 7s 5 - - - - 1 1 2' D.35 - - - - 0 8 - - - - - - - 8 8 4 - - - - - 6 4-5 3 - - - - - 9.5 - - - - - - 95 7 5 - - - - - e 6 41- - - - - FLORIDA BUILDING CODE(Non Nigh Veloc `o," N.TIL tlp'r ©2015 FASTERN MET ' �ENSF' � ' BERTH /TiLTEc O iNc. A.S.s.A. Accordion S H.V. RADE #1 W/OR W/O �!'�/-� = American Shutter Systems E,.N DESCRIPTION D Ix TILLIT TESTING & ENGINEERING COMPANY gTATE OF Association. Inc. t OLD 11-192 a/ 6355 N.W.36th.SL,Sta.305,VIRGINIA GARDENS,FLORIDA 3316 -- Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive z 0, , OR SF a-mail:Ulteco0caLoom West Palm Beach, FL 33407 3 sS10 N A��� `` WALTER A TILL T1 Jr. P.E. 4 P.E��iS�E'A1! �i�NATURE/DATE ARIDA Uc. R 44167 5 6 •. •al r w- -,ont •1 •• •w TAPCON OR =723 IS.h "A.\��.�� ••j • • ®®[1is117>1171177111�11131�3®®®11FS�t�I3Q©�©�©11i1117®111371©�©©�� '• • i ®®171SO10uu0[MEN®®.®.®�0 ©00000.0■©©©©©©©© ®®O1117M MIKE®® ®n.1..00®1©101#7©©©11171 ©©®©®©©© ®717:31FaO1t71113�Du®®®®®�®1m E/10mm11171i17111771r7©©■■©�©©©©0 ®17F�O10II17mugs1m 6731773173I7alUMIO®A10O10©000©©©©©®©© 1M1® 17PS17mmm1m ®®11I>I7717I113�71]11L•711135®®1133loanKa®®©11131 m "EMS us 1310OO701Las®®" � 7�l173#1m ®�0©©1177Q©00©®0©©©©©©®0© • ®®m000M 113 ®®01717O711�O10O ©©©©©©©® 1<5111717uILA®®E®Im®©CS©1170171©Ei©�©©©©©®I©0 •. ®EENIM0OO1m10®KEMM- 0 1I01�a1010101171f�10135I10©dv©®©1©0 M®®ilsi>iO 1717 m110MOKE®®0©ODD©©�®a©I75Mu©©tai®D • Ka E11170IR®17ESQSuu®m1710©00000©©®©®©©© + ®1®¢>tuuuuu®1l33uOUD©0 0©DD©®OCS©Ou©©uO7© ®17»101f7I1710IDEs®1®1vu13511©tea11AIM" 10mmm©©1m1mmmma iJMENEMuuuu0®®Oum©ma©1010[ ®000 Al©l0©®©Oa �UNMEMu110111MIu®®®1011121uO©Ai710 rr/F>fri 00©©©©©©0© 0®¢lI uuuuul� MM111131M 11011 "1121"M OCS©Du©®©©© ®®1iLslFCuuuu®1®m©®illaOml7�© ©1CS0©1©O©uuOCS ! • ►- • • ®u1710OUCsMiami" im PSF A.S.D DESIGN ®®inADODa®®M®um®O©©17A10000ul�uuuu©© FOR SPANS PER ®1®mu[SuuO®l0ufasO®ala 17mEs©®000©Ou©uOOaSCHEDUIE CAM 17n10110o1mC11MMMK 11©3�aaIi7I0171�u1�olCs©1v1©0©1�IaC711 EMEA o1amo1©Ialaamml ®©oao©7vv1v©©aa m®E7000CSCI1®®100®©1©CS©®100107007©©©©©©©©© ' ®®OpO11[CaCi�113111MIOml0OCs©74010©®OO©©®OOOOO ®mmECOOaC!®MWENmCSCsa 10mi7L35l13F3aOO7m113u©1©Oafs ®Q7ECL7Oalra733EOO®m®aal7c1i®®malaau©ummaaa ®®717 7�000®MMIMIMM a®©Q©0©®QI©©©©0®©® 707®m110O71�aa�Om> 117©al0a© 7�ro ""EU11011 ©©1©©Mm i i' aa ®u101131117aC111auu1131110111111CIIIaa O10m1[7©aO0©1©u1 3©aaa M ®QSpOUCSCi®muu�ISS®»O1mu0Cs®11MUMI l�mM7SC1117O070©©Oa©©©©©©®® ®®0pOuaCSOMMEEN" laamM7u©©aCsp©©©uOODD enlo , a�■17a0c017111-�..�' 11 1O ©mmmmm ®®"IODaaa II51'NV®7JF30aaaa®©®®1©17CSa ®[MENEM 10aaa®12313517©0©aa©©7017mu©a©1©1!©©©®® ' !®�ODaaat71770© === MEM ©©va l017�I1n1muOaCs EMM1101O10aCsa m17[7uaaaCs D©©!1311©a�lo IME311310Oo1aau i ; MIMImlaaCs11010�iM C11aal©©®E0I"== f ®®m110Oaa173®73511719H im smm"Q©®a1au©ummumm ' 0®OuuaaOO©®©411211 01"mO©aO0©mum©MI0110111 ®®II�ESuaaC1117©IMIXIIa1vaO m©®®CSOaCs©©Im®Oa10O EMM QSESOaaM E3123OD©10CSa 000©aaCsO©OO1©aaaa [MEN CSCSa= 7ES®ME01 SMI©M&A "Oafs©Ou®©©©© ' EN =110 mmC1I= 1121101"M 110CSOCS©©uOCSaaCs 0®[D70aaa1773!3313i3OOaCsaa101"M =101111011011131©uOaaaa ®®ummmmm151�111®®1©70a117mEBEERM all®um©MMOMM [OEM ====L0NSIMI Oafs®7F7Q©10®MIO©©©131uuO7© ' lagoal mmaR70m©aCSCS11SCSmO®©aaOa©©®Eummmm Ew[Emsmlaaao11a1 calxlra/aaaoa m®®o11e�o1oa11©©Ire©7oaov ®®allaaovv v7�©®o1v1a11a 101�III�aoaaa©©mvaaaCll TILFE �!�®>m17SCSCSCSCl1�©1�©©CSCSCS©®©OD1©aa©©©©1.3®l�3CS ' m11®77noCs7v©OL•31m1©7vv111SaCs©m©ssaaoal©1©Il�maaCsa I�11�71n11lsoao111�7�31�•3�110Qa1Ci147I©mr�loleoao©�7�101Q11.71RIS10 i• i I i i i . - . • ! •• • • Association, Inc. ® ■ � FLORIDA 3316'� Phone .. r t• ' 6—moil: b1tecocool.corn West Palm Bea ch, FL • EB-0006719 t 0�� FLORIDA t I MAXIMUM A.S.D. DESIGN PRESSURE RATING (ps.,f,) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FORA GIyEN Mg. SHUTTER SPAN NEGATIVE ASD DESIGN PRESSURE RATING AND A CO,Q$ESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16 & 17). :E3U B :EE3TF=R F= SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE-PINE FIR NORTH SPRUCE PINE FIR SOUTH SO ER PINE No. SPRUCE PINE SPRUCE 1/2" MIN. CDX 20UGLA1S F MAXIMUM G=0.55, FIR NORTH FIR SO( DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD 0IN. G 0.50 W/ MIN. G=0.43 W MIN.__G SPAN(R) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MC M, N, O & R W & X M, N, O & R W & X M, N, 0 & R W & X P & Q S & V S &V S&I LM oFSMI wm%TIMM a9NC(4 Lu EM MK I1FSIAE KM(APM OM WANT OEM RM(pQ M OSMI I¢suAE Iffi91ff IL6NC(pdJ aE9MN AErANE E!✓EA10E wotlls M mamom wmwfumw 16Art+E I7�WO/G(p� aE9M1 N�6AE R69a�R11IXG(p� TSMI NONE RNSGENE HUNS({� IF9MI IBALE TO 3014o 60 75 90 105 30 40 160175 90 1105 30 40 1 60175 1 90 105 30 40 1 601755 90 6130 140 160 75 90 hO5 30 140 60 75 90 OS 30 40 160175 190 1105 30 140 1 60175 190 105 30 40 160175 90 05 30 40 607! '-0'OR LEg 2 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 W 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'=0' 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12. 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12. 12 12 12 12 12 12 12 12 12 12 12 12 12 6'-0' 12 10 10 9 8 6.5 6 6 6 8 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 5 4.5 12 .10 10 9 6 3.5 6 6 6 6 5. 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 7'-0' 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 .5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 0. 12 12 12 0 8'-0' 12 10 10 7.514.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.53 12 10 10 4 - - 6 6 5 .5 3.5 3 6 5 4 - - - 12 12 12 12 12 1212 12 12 12 11 9.5 12 12 1.5 9 9'-O' 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.54 3 3 6 5 3.5- - - 12 12 12 12 12 1b. 12 12 12 t. 9..5 8.5 72 12 10 8 10'-O' 12 10 7.5.4 - - 6 6 5 4 3 12 10 6 3 - - 6 6 4 .5 3 - 12 10 3 - - - 6 6 4 .5 3 - 6 5 - - - 12 12 12 12 7.5 9.5 12 12 12 10. 8.5 7.5 12 12 9 7 12 10 5.5 - - - 6 6 4.5- - - 12 10 4.5- - 6 5.9 3.5 - - - 12 10 - - - 6 5.5 4 - - - 6 5 - - - - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6. 12'-0" 12 10 45 - - - 6 6 4 - - - 12 10 3.5 - - - 6 5 3.5 - - - 12 10 - - - 6 5 3.5 - - - 6 5 - - - - 12 12 12 1.5 9.5 8 12 12 11 8.5 7 6 12 1.5 7.5 6 13'-0' 12_ 10 - - - - 6 6 - - - - 12 10 - - - - 6 4,5 - - - - 12 .5 - - - - 6 4.5 - - - - 6 4.5 - - - 12 12 12 10. 8.5 7.5 12 12 10 8 6.5 5.5 12 0.5 7 5. 14'-O' 12 10 - - - - 6 5.5 - - - - 12 7 5.5 4.5 - - - 12 7 - - - 5.5 4.5 - - - 6 3 - - - - 12 12 12 9.5 8 6 1212 9.5 7.5 6 45 12 9.5 5.5 15'-0' 12 - - - - - 6 - - - - - 12 - - - - - 5 - - - - - 12 - - - - - 5 - - - - - 6 - - - - - 12 12 11 9 7.5 5 12 12 8.5 7 6 4 12 9 6 12 - - - - 6 - - - 12 - - - 5 - - - - 1.5 - - - - 5 - - - - - 6 - - - - 12 12 10. 8.5 6.5 1 4 12 12 8 16.5 5 3 11.58.5 5.5 G BLADE OR 6) HV BLADE W/ �A HV WINDOW BLADE WORKING IN UNISON* v ♦SEE UM BLADEONSHATIONS OFEET USE FOR a 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/G=0.55(N.OS) - 1/4'0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G=0.50 (N.D.S.) EACH SECTION ONSHEETS 16& 17. -SPRUCE PINE FIR NORTH W/G-0.43 (N.D.S.) . EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(N.D.S.) 2 ANCHORS TO HOLLOW CEILING SHAT BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MN. 1/2'COX PLYWOOD(1986 APA) LAG SCREWS AS PER NOS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Veloci ©2015 EASTERN MET BERTH 711IIt11111TFF// ,•� 1L EC O INC. A.S■s.�. Accordion S H.V. BLADE#1 W/OR W/O P ~•.�: TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EV. N DESCRIPTION 0•. � � 441ST S 6355 N.W.36th.St.Ste.305,VIRGINIA GARDENS,FLIM OR3316 Association, Inc. 1 OLD 11-192 4/1 =-��9 ; _ Phone : (305)871-1530 . Fax: (305)871-1531 4268 Westroads Drive 2 e-mail;6Nteco®aaLcomWest Palm Beach, FL 33407 3 OF cc= EB-0006719 STATE WALTER A TILLIT Jr. P_E 4 y�O CA .` FLORIDA Lie. 44167 S i V (f(t 6 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & HV..* BLADES AS AF MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADEffl ONLY SHALL WALL FINISH E LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR M X SPAN & 1/4'0 TAPCON ORA.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE (D& A WORKING IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4"0 TAPCON OR W/ 1 1/2" Min. PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO ". W11 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING EXISTING WOOD HEADER. L;" WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 1 iu0 S� (SEE SCHEDULE ON SHEET 15) �� ® 121/4'0-20x3/4" S.S. MACHINE ° SCFEDU E ON SHEET I I 1 OR N Il/UR 8 SCREWS W/ 1/4"-20 NUTS —11 FOR�T 19 RA 0 I I �l " O.C. ®ME 1' Min. EXISTING 1 BLADES O& e GLASS---4 N >< i WALL N- =y ; 1 OR 1 N 9 FINISH z [__OPTIONAL r. I o Li Li :•:: WALL I I I I" 1 vEXISTING MIN. I I I I t .ai,'_ .?'a FINISH 2'x4"WOOD - EXISTING MIN. I I I I iv OR 1 HEADER REQUIRED I 1 OR ®� 1 2'x4"WOOD I 1 I I 1 4"O TAPCON OR T EXISTING 1 1 HEADER REQUIRED I I I J MIN.SEPARATION I I I I 1 I I Min.THRPENETRATION TECH GLASS--•1 TO GLASS(SEE I I 9 I I I ;'° IXISTIN�G WOODOHEAC — EXISTING 1— MIN. SEPARATION TO GLASS I I I (SEE SCHEDULE ON S 1 ERA�DE ONO I �I I (SEE SCHEDULE ON SHEET 11) 'i„' 1 ON BLA06 SHEET & I I I GLA55-1 I I I 2'x4'CONT. SILT ff PLATE REQ'D. O HV WALL HEADgR INSTALLATION OO HV WALL SILL INSTAL 11 OM HV_WALL HEADER INSTALLATION ° I EXISTING ° MIN. SEPARATION TO GLASS I I I MIN. SEPARATION TO GLASS GLAIXISTING GLASS -(SEE SCHEDULE ON SHEET 11) I 1 (SEE SCHEDULE ON SHEET 11) CO” MIN. SEPARATION TO GLASS I I EXISTING 1 2"C PLATE"(SEE SCHEDULE ON SHEET' 11) I O I I GLASS—� REQ'D. I I " 1 1/4'0-20x3/4"S.S. I 1 i 1/4'0-20x3/4'S.S. "I I a MACHINE SCREWS I 1 USING 1/4"-20 NL/T5 WALL Ile-20 NUTS®Y72' I I a ® 12" O.C. FINISH I I I I �` fill O.C. I I B i I OR 18 I1 ..;,.. 1 oR 1® ORrn I w pit, 2'x4' CONT. I >; WOOD PLATE ` REQ'D. 1" Min. I T`+ l OR I OR I \ \ THREADFORM N TECH 2.k/4-0 TAPCON OR TAPCON WITH ADVANCED - SILL PLATEMin. PENETRATION 0:• ,a. EXISTING WOOD HEA THREADFORM TECHNOLOGY W/ 1/2" 1/4'0 TAPCON OR NOTE: REQ' . �;, (SE SCHEDULE ON Min. PENETRATION OF THREADED AREA INTO PLYWOOD TAPCDN WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL WALL FINISH (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 2"x4' 1/2 MIN. CD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. STUDS ® 16'D.C. MAX. PLYWOOD REQ'D. W/ 1/2" Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2"MIN. COX PLYWOOD REQ'D. WALL FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO REQ'D. PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUR ANY INSTALLATION. ®HV WALL SILL INSTALLATION \-EXISTING MIN. 2"x4' STUDS ® 16"O.C. MAX. REQ'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®}IV WALL SILL INSTALLATION ♦ SEE UM ATIONS OF U E OF POHV WALL SILL INSTALLATION F.H.C. BLADE 80N SHEET 19 FLORIDA BUILDING CODE(Non High Veloci ,fyyfflflllllllll/// ©2015 EASTERN MEi AIIII `1`��s�����p:A• r►��i�•w" BERTH I L E C O 1„�. A.S.S.A. ASE#1 W/OR Sh ,r Ii.v. �#� w/OR w/o . A `N Li TICCIT TESTING 6C ENGINEERING COMPANY American Shutter Systems EV. N IDESCRIPIION DA n 6355 N.W.36th.SG.Ste.305.VIRGINIA GARDENS.FLORIDA 3316 Association, Inc. 1 DLD 11-192 4/1 • SPhone (305)871-1530 . Fox: (305)871-1531 4268 Westroads Drive 2 % :(r✓ e—mail:t teco®ool.com West Palm Beach, FL 33407 3 Flom& .•' EB-oaos�le . .•� `�.� WALTER A.TILLIT Jr. P.E 4 P• �� ...••• FLORIDA Ue. #44167 5 tL. go, 6 11 1 INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR I HV & HV* BLADES (AS APP MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD_ WITH HV BQCDE i) ONLY SHALL B LIMITED 0 105.0 sf. A.S.D. DESIGNPRESSURE RATING SEE SHEET19 FOR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON 1/4"0 TAPCON OR 4"xB" (Min.) EXISTING a EQ EQ 2" MIN.- r TAFCON WITH ADVANCED THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. W/ 1 1/2" Min. PENETRATION STRUCTURAL ADEQUACY 1/4"0-20x3/4"S.S. OF EXISTING WOOD BEAM OF THREADED AREA TO 1" PHILLIPS TRUSS HEAD TO BE CERTIFIED BY EXISTING WOOD HEADER. EXIST iu Min. MACHINE: SCREWS REGISTERED ENGINEER OR TRUS (SEE SCHEDULE ON SHEET 15) W/ 1/4"-20 NUTS ARCHITECT PRIOR TO E EQ E E ® 12" D.C. SHUTTER INSTALLATION. 1/2' 1/2" RAFTS 9 0_C. 1 OR @5 1/4'0 TAPCON DR EXIS I, TAPCON WITH ADVANCED .257" THREADFORM TECHNOLOGY 3/4"I C4 \ Max. W/ 1 1/2"Min. PENETRATION EQ Q 14x3/4" EQ E 1'x4'x _Z ITI OF THREADED AREA TO S.M.S. (6063 OPT (SEE EXISTING WOOD HEADER. ® 6"O.C. (3)5/' (SEE SCHEDULE ON SHEET 15) 1 Or ( Or 15 I 1 Or 1© Or 15 EACH I AT MID" M1EXISTING MIN 2"x4" 1 I I MEMS IXISTI0G 11 HEADER REQ'D OPEN HOLE AT EACH WIDTH GLASS ui MIN. SEPARATION TO GLASS I STUD TO ACCEPT (SFE SCHEDULE ON SHEET 11) EXISTING I 5/16'0 LAG SCREW I I PEN. AREA 11 - GLASS— 1 1 9 AT CENTER OF TUBE. ISA ). EXISTING I MW.SEPARATION I � 9'-0 �S .I-IV WALL HEADER INSTALLATION SCHED=ON t (1 FOR WDEm i N GLASS— ON i N FOR ON SHEEI 19 FORNom: I GRAV BLADES(D&® I O OR ® +I a SHEDES T FOR 11 FOR BLADE([)ANDI ♦ FIR 1—SEE SHEET 4 FOR'TYPICAL SHUTTER ASSEMBLY 1 OR ® OR 2—MOUNTING SECTIONS CAN BE COMBINED T HV CEILING INSTALLATION IN ANY WAY TO SUIT ANY INSTA11AT1ON. IU. HV CE LING INSTAL , ION • I�L.�.� MIN. SEPARATION TO GLASS -I��-ON ST I SEPARATION I 1 (S( SCHEDULE ON SHEET 11) EXISTING I 1 74- -I{ TO GLASS Y I. GLASS\ ENaDESd)$� 1(SEE SCHEDULE I I EXISiIN' 1 I I ON SHEET 11) I I B I I I I I I IALTER 9 I ANCHOR I 8WALL. I I LOCATION EXISTINGS-1 FlN H 1/4" ©+ 7 1 3/B• MIS WASHE/R4HEAD TEK HEX GLASS— FIN _ Max. SCREWS ® 12"o.c OR 2"x6' MIN. WOOD DECK REQUIRED (NO o FINISH ALLOWED) -EDGE OF DGE 1" 19 EDGE OF DECK DECK IF o IF APPLICABLE APPUCABLE f� Ci1/4"0-20x3/4• S.S. 1/4"0 TAPCON OR 1" PHILLIPS TRUSS HEAD 2 — TAPCON WITH ADVANCED Mm' MACHINE SCREWS 1/4"0 TAPCON OR TAPCON WITH ADVANCED 2 x4"COM' THREADFORM TECHNOLOGY W/ t/4"-20 NUTSTHREADFORM TECHNOLOGY W/ 1 1/2'Min. 2" MIN. SILL PLATE 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2" MIN. PENETRATION OF THREADED REQ D. W/ 1 1/2" Min. PENETRATION ® 12"O.C. TECHNOLOGY W 1 1/2' Min. PENETRATION OF THREADED OF THREADED AREA TO AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15 AREA TO EXISTING WOOD HEADER_ (SEE ENLISTING WOOD HEADER. ) SCHEDULE ON SHEEP 15) " (SEE SCHEDULE ON SHEET 1S) ♦ SEELIM A710N5 OF USE FOR X A K— VE STA �V HV WALL SILL INSTALLATION BLADED ON SHEET 19 WO HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Veloci x"O"Wvk A. T�l i�i��4 ©2015 EASTERN MET P�: '• \,\CE - BERTH �.•'• NSE•:��% 1 L E C O N�. S � Accordion Sh H.v MADE#1 w/OR w/o American Shutter Systems*'= Y EV.No DESCRIPTION B TILLIT TESTING do ENGINEERING COMPANY sociation. Inc. 1 OLD 1I-1 s2 4/1 ��••,• ��` 8355 N.W.36th.St..Ste.305.NRGWUI GARDENS,FLORIDAFIARRU 3316 i Phone: (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 .......... , •• •��,`���� a-mal: blteco®aol.com Wes( Palm Beach, FL 33407 3 t jjNAL EN .���� WALTER A TILLIT1Jr. P.E. 4 P.E. SEALfURE/DATE FLORIDA ua' g 44167 5 6 END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN WOOD STUDS 2'x4'MDF.WOOD STUDS MIX 2'%4'MIN.Wow 2'x4'YIN. STUDS RWD. WOW STUDS. 1/4Z0 2k4'L (AS APPLICABLE)) \ / W CHOR/2' 'OZ. wow \ / (AS API FINISH \\ / STUDS OR W/MIN. 1/2PLY'PQIERtATX1N ��NG CLASS TO 1/2'COX I FlNISH / \ r STUDS EXIST. \ E)OSRNC GLASS EXISONG GLASS '1 / DOSRN . 1/.MINCDX X'+ %ED \\ . ATFL SERMON PLTWOO �'S1FAP.OIW 1/2'FON.COX '•' TO GLIA SFE =.'. •y. IA TO tAASS(SEE N.^ xCc 1 n 4a.• �;. EOIAE�(�� 6tH.SET (ME 11 MRlE ON SLEET PLYWOOD. *v,uk. '.G .t 70 CYS;(9E 1/2'MIN.COX 17 FUR flAOE®/ND 1/16 it3' 11 FOR itUOE(DAIn vcxi^. '3 ..c'..�`� 4]EDUE ON 9E>:T PLYWOOD. .'r"r, '+r�' SRi ON SHEET 19 Tat (6063.- CUNT. FINISH 1/2•FOAL LUz �T Is 7t FUR H/(E®AlO 1/2 11 I B ACES ma� ALUM.CLOSER PLYWOOD. HOOFS m a QA WAL ON SHEET I9 RR ON 12'MIN. PLATE(LOCATE 1/2' FINISHHAOFSma Q) t'L —� AT ETHERE MIN OF 4) -USE I'OR 2'MNL 610x1/2'S.MS. — — (ASA UN CUP-ANCLE - 016 O.G JIO OO.SMS. DY CIDP AHOIE 4 1(60 OTO%lAllOfJ AT NIOHEICHT /2'SAL4 10Qh $ 4 WALL AMI/T OTHER I'G_(La TE a'G 0'6 1 OR®� SEE f CONNECTION X FGN 1 OR®� 4Vt t OR®� SEE MAIL X FOR 1 OR®� 70 1RACH5 SEE DETAIL X FOR ®•,®a©•Q7 aOa�.®� SIDE CONNECTION �'�Y ®^'®�©,O�®a�•®� SIDE CONNECTION TO TRACKS � ®•®�©'�©•®� TO TRACKS �O•®a®•®u©•®� END CONNECTION DETAI!Q7 �•®�®•®�) END CONNECTION DETAIL* END CON ECTION DETAIL END CONNECTION DETAILI) � H EXISTING x REQUIRED ONUF FOR SPANS GREATER THAN 12'-0' _p LASS 2'a4'AOS.WOOD 1/4I I/Z-L ANCHORS 1/4'0 IAPCON ANCHO 610x1/.S.M-S STUDS Rt1yp W/1 1/IO FaL W/1 1/2'MIN. 16 C. EOSTINC GIASS� PENETRATION O 12'O.C. PENLTRAMON O 12'O.C. MIN.SOMPABON 10 CLASS(SFE SEE L)MRAnONS OF USE FOR m 3 M < 1/2'MIN. 151�H�� 4 4 BLADE to ON SHEET 19 SC1EDllE ON sEET A ` I I 5 9ADE517)4 F� ----- 1O1t1�9f£ADE a� 1/2•MIN HADEsOa w _____ _--_ _�� 6 OR®OROOR — f — 4 ----- -- — — @OR®OR(qOR� 5 + 5 Y M A1D(. -- R 4 (DOR 2- 4 ..... OR®OR�OR �/I�) y a(yla©•TO�V"®•®°1 WAt1 FlNISFf 2'x4'Yw.wo00 WALL+ p1��V-OT I�./"'LY'•®^' ©�F OR®OR�OR� SlL].L-_i STUDS REO'0. FINISH t .I�a®•�'©•®� PLAN ©•®-®•®_®•® �'®'®'®'®'® DETAIL X END CONNECTION DETAIL © END CONNECTION DETAI! 12 FLORIDA BUILDING CODE(Non High Velocit +++a►11u L prgrr// ©2015 EAStERN MEf .���'��� CEti���/ BERTH A■S ��■ Accordion Sh H.V. MADE#1 W/OR WHO kr: �/ /`f TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems N DESCRIPTION DA STATE()F Bass N.W.76th.SL.Sta.30.5.VIRGINIA GARDENS.FLORIDA 3376 Association, Inc. 1 OLD 11-192 4/13 Phone : (305)71-1530. Fox : (305)871-1531 4268 Westroads 04ve 2 a—mail: Uiteco®oal.com �` CpRIpA .•��, West Palm Beach, FL 33407 3 TILUT Jr. O•...... EB-0006719WALWR 4 i� N E ��I` FLORIDA0.Lie. B 44167E 5 P.E. S&A{ 1Y'�RE/DATE 6 GENERAL tIurTATloNs AND CONDITIONS OF HV BLADE ACCORDION SHUTTER A ® ® M0 t T UNISON WITH HV WINDOW BLADE II Al @F7 1. MAX A.S.O. DESIGN PRESSURE RATING: +110,- 110 2. MAX. SHUTTER SPAN: 96' 3.ALLOWED MOUNTINGS:A. D.G& H ON SHEETS 6, 7. MOUNTINGS M. O,T. U&W ON SHEETS 16& 17. f ONLY CENTERMATIB 210AL(BOTH W/IN A OR OPPOSING OR Lary) AF `�oR`' 1 . MUST'BE INCLUDED ONLY AT D(T RI RYYAC CE ENTERMA E. 1 s oa G TYP. FA END • ' • • • • no ' ' ' ' ' S. (A)HV WINDOW BLADE 1T`@ SHALL ONLY ALLOW A MAX 169 (3-0 HOLES) FOR®PER BLADE AT SPACINGS SHOWN C MAX. 5 WINDOWS a. ♦ • • • • ♦ r r r s s a s OF x.3-0 HOE FOR q4 SHALL B 112'0 TOP OR EDGE OF H1 ALLOWEDAT FTV N WINDOW BLA]E (C) FIRST OR BLADE COMING OUr FROM STARTERS WINDOW BLADE N ♦ ♦ • • ♦ • a a s s r r s • (D) HV WINDOW BLADE 1@ MUST BE USED ALTERNATE TO THROUGHOUT SHUT`TER'S WIDTH. ♦ r • no ♦ • � s • a s s s s r (E) C MATES SHALT.ALWAYS BE INSTALLED ADIACENI or BLADE 1 AT OTHER SIDE OF THEM. ly (F) POLYCARBONATE HV WINDOW®SHALL BE INSTALL SEE END ED CONNECTION • no 'THE• • g s s r a s s s THE IMFRIOR OF THE OPENING BETTING PROTECTED. HV W DETAILS ON SHEETS - ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL 10 & 18 EYP. � � INC. Fl1LL HEIGHT. !E^ 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS 1 1 1 d BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESI zP TYPI I IF t &2 ABOVE). N 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS CONCREFE OR CONCRETE BLOCK WALL ON SHEETS 12 & SPAN AND DESIGN LOAD (SEE NOTES 1 &2 ABOVE). 8. MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM (SEE PLAN FOR D H 5 TYP TOP &DOTTOMUIREMENTS) WIND ZONE MINIMUM SEPARATION TO CLASS UNLIMITED VOUTH 1A�RU3ELEVATIONMIN.SEPARATION TO GLASS L DUSTING GLASS SFE SCHEDULE ON SHEET 11 FOR BIADEm _ — AND ON THIS SHEET FOR BLADES Q& 5 1 I t \\ . TYP. I \ 4 AND MAT N(SEE N07E 4 ABOVE) aft P. SYMMETRICAL 2 OR CEIFMATES 21 ® �\ •� (oursee ma \ W/O (SEE NOTE 4 ABOVE) R 1' PLAN TYPICAL 1 HY BLADE WORKING IN UNISON WITH HV WINDOW BLADE SHUTTER* ���--- N.T.S. FLORIDA BUILDING CODE Non High Veloc ```,��Illllllllllfl/7/ © 2015 EASTERN WET SER A' BERTH �- Accordion Sh 1L ECO INC. RV DAM #1 W/ORW/0 *• vf/�l TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems REV. N DESCRIPTION D + STATE pF = 635 N.W.36th.St..Ste.305.VIRGINIA GARDENS.FLOROA 331e Association. Inc. 1 OLD t t-t92 a/t Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive z V - O' F e-mail: titteco®aol.com West Palm Beach, FL 33407 3 ��,�'C�•. ��FiI�P ''��`�� - EB-0006719 4 ss'•••..••••'Cj\ ��� WALTER A 11LLrT Jr. P.E. a E/DATE FLOROA Um g aa,s7 6 z 1 1/2'x 0.035"THICK, 1" ""-` '• Min. ASTM A-653 GRADE 40 in. ''•:vt tis INSTALLATIONS Wf 1 HV BLADE & HV CENTERMATES �1 MIT•G-60L SIU S LV.AT STE16.O W „^,t,��M07•r'• 43b INTO METAL STUD WALLS . ,� 01 METAL STUDS A7 16'O.C. � * + © .083" � ------ ® 6.O.C. 40 41 moo. d a 1 ----- 1/2 478" W W :' 3 * �QENERAL LIM ONS AND CON IT QNS OF USE p FOR BERTHA 7 HV BLADE ACCORDION SHUTTER 1 3/a"x s 1/ax 0.035'THICK Nm. 43c 43a 1 Z a - CONT.cALv.STEEL TRACK CHANNEL I® s' o.c. ® s"o.C. SYSLEM INSTALLATION TO MgAL STUD WALLS -`ASTM A=653-GRADE GRADE ao Min. G-60 1 SEPARATION TO GLASS SCHEDULE wl(2)IZ!-D FASTENED TO STUDS I " i i T—� N w/(2) $6kt/z'TER SCRLWs ON 1 EXISTING FINISH 39 , 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 (Psf) INTERIOR& EXTERIOR FACE AS APPLICABLE > 2. MAX. SHUTTER SPAN: 84" y WIND ZONE MINIMUM i MIN. SEPARATION I SEPARATION ASM E-1996 EXISTING GLASS-1 TO GLASS 1 �`' 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS (SEE SCHEDULE) 4 43 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" WITH 21 ARRANGED A S METRICAL LAYOUT. MUST I ' n USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4'x 6 1/4'x 0.035'THICK Min.I EXISTING FINISH , INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1 25 CONI.GALV. STEEL TRACK CHANNEL,1 AS APPLICABLE I I 11 I I CENTERMATE. - o ASPM A-653 GRADE 40 Min. G-60 I GALVANIZED FASTENED TO STUDS I w/(2)y6x,/2•Tac SCREWS ON i 43c 43a 1— INTEItIOR&EXTERIOR FACE 1 o '� 06" O.C. ® 6'O.C. In x d a "S.:I 'k'I` BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43C 4'�fQ �'•' m ' 1=- CENTERMATE 21 APPLICATION WITH BLADE lO 11 a ' 4PRODY 3b J� 8'x 1 Ih"xTMA 6530.035.G THICK W ® 6" O.C. CIJM ASTM A-653 GRADE 40 •::•Z.,�aK,.:: Min. G-60 S AT STEEL ," I MS WALL HEADER/SILL INSTALLATION METAL STUDS A7 16"O.C. in. - EXISTING FINISH AS APPLICABLE SLI (TYP. TOP& BOTTOM) ------ -- T — — -- — --------- Ex 13/4"x61/4z 0.035'THICKMii – – –ZEXISTING GLASS _ ONi- CALV. STEEL TRACK CHANNEI – – – – ASTM A-653 GRADE 40 Min. G-60 _ - :1 1' .1 1 •�' ,1 1 •• 1 1^ GALVANIZED FASTENED TO STUDS 1 1 1 I 1 1 1 1 1 1. .:. N S 1• M ETRYCA -��� 1• 1 1: L• , 4.3E f 4.36:43c •i 1 SYMW(ETRI(CA W 2 6x 2"TIX SCREWS ON YM ;1 1 .1 ,: :MiN: SEFARATiON:�yARiES. 1 1 ., 1 INTERIOR& EXTERIOR FACE 1 1 "I CENTERMATES W/- •., � 1- � � TO GLASS 2" •1•�' 'CENTERMATES W/ ,. I I •' I -.EXTERIO 1 •, , ,I i- •(SEE SCHEDUI-f7:` - 1 1• •, , R ACCESS SIDE; ACCESS --- -- ..6e-�—-` - ----- --- - -----'__---'.`-------- -"-_SIN --- -----------_�35(6"Min.) 1 1---'IN------- -------- 1 1 ------`_---, 4 1 ------------ -- ------ __ — y y ,• I 2) - + 2 1 2 1 + t 2 1 1 LOCATED AT 1 2 -- - - -- -- ------ ----- --- --------- -------- -- _ HV HEAD /ILL EN ----------- _ ERS DS VIE' -- ---------- ---- -- -- --- --- ----- 4 1 2 3 1/4" (Typ.) 3 (6"Min-) 24 SIDE CONNECT (Cont.) 6 1/2" (Typ.) 7' 7" 6 1/2" MAX. SLACKHYA *'k HY@ BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING COBE(Hon High Vefoci 1NL111I11111NUgII qi4 ©2015 EasTERN MET/ �T BERTHA P�. /► Accordion Sh �I�4/16 - _ ' ECO A.S.S.A.I INC. H.V. BLADE #1 w/OR W/0 r l American Shutter Systems EV. N DESCRIPTION DA :7>!: TIWT TESTING do ENGINEERING COMPANY Association Inc. , OLD 11-192 a 1: -0. RTATIC III: 8355 N.W.36th.SL,Ste.305,VIRGINIA GARDENS,FLORIDA 3316 / O Phone (305)871-1530. Fax :(305)871-1531 4268 Westroads Drive z ORIOQ '�a`4��� e–maiEB-0006719 lB Oe 8®aDol.com West PGIM Beach, FL 33407 3 '4 Fcs •'•••••••''••G���`� WALTER A.TILT Jr. P.F_ 4 QE�DATE FLORIDA LIC. {� 44167 5 Ir 6