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Home My WebLink AboutProduct Approval BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact UB IS Site map Links 1 Search db a (0) Product Approval USER!Public User RECEIVED /�ICI Product enu Mn M >Product or Application co�...ti>Application Lls >Application Detail J A l` 2 1 2021 FL# 3 9-Application Type 5t.Lucie County Revi 'on P�Ir�raltl� Code Version 2 Application Status ed He Copy 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 lrodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category S utters 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 the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity Nation creditation and Management Institute Quality Assurance Contract Expiration Date Z0 Validated By n Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R10 CO'i COT ASSA BL ADr-1 pdf FL389 RIO COI COT ASSA BLADFI 7 pdf FL389 R10 COI COI ASSA BLADE3 pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2012 ASTM E-1996 2012 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 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FIL# INodel,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 20-165 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRWING ASSA BLADES pdf Approved for use outside HVHZ:Yes Impact Resistant:Yes Verified By:American Test Lab of South Florida,Inc. Created by Independent Third Design Pressure: N/A Party:Yes Evaluation Reports Other:Large Missile Level"D".Max span is 12'-3"for 40 psf FL389 R10 AE PER ASSA BLADES pdf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party:Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf, W-11"for 55 psf HV3 blade w/window blade working in unison-Max-span for HV3 blade w/o window blade for installations Into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 20-164 and bottom)for storm protection Limits of use Installation Instructions Approved for use in HVHZ: No FL389 R10 iI DRWING ASSA BLADE? pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile level"D".Max.Span is 16'-0"for 30 p.s.f FL389 RIO AE PER ASSA BLADEi pdf negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes E configuration for the HVI blade,8'-0"for+64,-72 p.s.f.A.S.D. load for HV blade for Keystone mountings 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.S.f.for HV1A working In unison.See sheets 7, 11 and 20 respectively of installation A rewi s fo other spans ands esMs. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection Limits ofa Use Installation Instructions Approved for use in HVHZ:No FL389 R10 II DRW ASSA BLADE--1 2 Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R10 AE PER ASSA BLADEI 2 pd for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Created by Independent Third Party:Yes 25 and 28 respectively Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:85_ 0 -487-1824 The State of Florida L5 an AA/EEO employer.Cop_yl(ght 2007-2013 State of Florida ;;P it vaev 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(i), 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 emalls 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,FS.,please click here. Product Approval Accepts: E3P-0-1 ECIFLt F] Credit Card safe GENERAL NOTES. 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(7Th EIXRON)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 162D OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-D.85.USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.)DESIGN PRESSURE RATINGS INDICATED TABLE OF CONTENTS ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WINO LOADS AREA 1: BY IMES n& BY MULTIPLYING THEM BY 0.6 IN ORDERED COMPARE THESE W/MAX.(A-S-D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15.19&20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED.A 33 A INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS GENERAL NOTES SHEET 1 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. NGI USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 BERTHA H.V.ACCORDION SHUTTER SYSTEM's ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE IYTH SECTION 1609.12 OF THE ABOVE MENTIONED CODE AS PER SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 —HV BLADE OO TYPICAL WINDOW BLADE&WINDOW DETAIL ANDARD 1(MIS ILE LEVEL D,WIND ZONES05.81214.)&01 20,01 10 AS PER TAS 201,AND &2030PROT AS PER TGE MIS,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1888 AREA 2: W BLADE n AN F{1/ WINDOW BLenF n AND E-1996 STANDARDS(MISSILE LEW1 D,WIND ZONES 1,2&3)&�7220,01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. .(WHERE �PpL1_CewLE1 —HV WINDOW BLADE 0 00505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2,3) BASIC PROTECTION ONLY AND 6 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&ND77S ON LOCKS SHEET 5 2.HV BIADEQ AND HV WINDOW GUIDE (9ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS A—F. CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G—M. CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHAD.BE®14 2-75'AND S140.75'RESPECTIVELY,410—KT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6053—T6 ALLOY IS 30.0 W.AND 35.7 ksi FOR END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 6005-75 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 3D4 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 kst MIN.TENSILE STRENGTH. ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 12 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE— CONCRETE&BLOCK SHEET 13 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— CONCRETE&BLOCK SHEET' 14 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE tQ 12,1J,14,15 AND 20 ANCHOR SCHEDULE— WOOD SHEET 15 INSTALLATION DETAILS M—R,WOOD SHEET'16 HV BLADE D&® WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S—X,WOOD SHEET 17 S.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM SEARS A U.S.PATENT 06'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S. PATENT 85'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12& X. WOOD SHEET 18 METAL SUPPLY,INC. 9.T 5941 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 AREA 3: KV VANDQW-BLADE 16A ON Y ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL W A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CI:NTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW B enF ONLY v 11-SHUTTER MANUFACTURER'S LABEL SHALL BE LOOTED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LASEUNG TO COMPLY WITH SECTION 1709.9.2 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 S APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,I.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (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 USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITEREVIEW.E 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 V1H0 WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO TINS LATTER THE SITE SPECIFIC DRAWINGS FOR (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SFAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED D. `` FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' All 11 ¢17j 02020 TILTECO•INC. ©2020 EASTERN MAETAL SUPPLY. INC. P� \CEN F'.,9'-% / OL E ® �N� Accordion Shutter System : No.4*41 7 (:..z la 19 RV. MADE�LI w/OR w/o RV.WINDOW BLADE _ TILLIT TESTING& ENGINEERING COM American Shutter Systems PANY tEV.No DESCRIPTION GATE DRAWN.BY. N.P *% 6355 N.W.36th.SL.Ste.305.NRONM GARDENS.FLORIDA 3316 Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 -0' STATE(F � Phone:(305)671-1530.Fax:(305)871-1531 4265 Westroads Drive z O'•, F a-mail:4lccoWoal.eom West Palm Beach, FL 33407 a DRAWING No ' �D�) G-0006719 20-1 6 A `S/ONAL��` EAL/SIGNATURE/DATE FDA u e a+1siE 5 SHEET 'F I G I 1 OF 20 •, .J9 FOR w6maw BURL p VARIES _2_, 1.491'_ oo.asa• o,F'4 , t.z00� +v -haT`?Sof --! iL. f•�_ y�,+1�, _ 4.85T__ `J HV SOLID BLADE - '37—s• � 5 HV 90' 180' STARTER COVER UNDER US PATENT 545 79 ®-HV UNIVERSAL FLOATER m, QUALIFIED FOR USE W/ HV BLADE ) 4 H I CT QUALIFIED OR USE W/ HV BLADE 1) fA H ■ 6005-TS ALLOY AND TEMPER OQUALIFl SE W/ HV 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 BLADE i1 .J7J, o 6063-T6 ALLOY AND TEMPER 3226'____ 6063-TS ALLOY A TEMPER 085' I .124_Q-' 4_f .556' (IYP.) rd 9• W0- yoo, -.670' 2.22 _.� --'1-----6' 072 1 'L. Il____JI o� I :_875'i_5,092' - 0.07z•_� �HV ADJ. ADAPTER W/LIP 4.436' — Qg�z _ls7s' L_._-3226'_ - QUALIFIED FOR USE W/ HV -�.920 - BLADE Q 8 NV WALK-OVER TRACK _ ©HV ADJ. FLOOR TRACK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV O HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE(� QUALIFIED FOR USE W/ HV "-"-'- 6063-TS ALLOY A D TEMPER BLADE 10 LADE I ONLY. 1 HV RAINGUARD 6063-T6 ALLOY AND TEMPER 1O' VARIES "' 6063-T6 AL D TEMPER QUALIFIED FOR U E W/ HV N q • _ 1.977• 1`---=-:Max.! i 7_ VARIES 1.936' 6063-T6 ALOYEAID TEMPER o !67 kSQ.o.093-1-,O8J _!-.083' I .08' 083 ) c .0600' IDD 1 -,0-.125 ... .i!670 �.060'�l n _ .__�• v 1� � -.._._-._^lip ,I�./) o ?' i HV CEILING HEADER 1 HV HEADER/SILL L"____. 3szs'`_-_= Q O IFIED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADE�1 ONLY 13 HD CEILING HEADER/SILL^ SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOIY' AND TEMPE QUALIFIED FOR USE W/ HV BLADED 14 LL HEADE SILL 6063-T6 ALLOY AND TEMPER SEE SECTIONS FOR VALIDITY QUALIFIED FOR USE W/ 6063-T6 ALLOY AND TEMPER BLADE 1 ' 6 - OY AND TEMPER Ti 1 — COMPONENT A B T7FT� } MN XMNYMNt � X Y t ! t' 1' 0.062- a ! i > 2' 2• 0.125' .� T7 2' ;5'MAX.1 1/8' 1/8' L...—_---...---- .t , 3',, 3- 0.09D" --- _— 0.192- 0.192-a 18 � 2' 'S'MAX.I _.._ .% OUAL'FIED FOR USE W/ HV ALUMINUM ANGLES - -,9 zs- `7-MAx. ©0 CORNER POSTS 16 SIDE ANGLES ------8— -- - --- -- 0.190-;0.190- BLADE QUALIFIED FO USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADEU)ONLY. _ —7 BLADE D 6063-T6 ALLOY AND TEMPER 2' S MAX. 0.139-;0.131' 6063-TS ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' ` tUll 11II,II �(7 7 02020 MTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. `F{lCEN7T!! BERTHA HVTI., V` �� ; LNt:" A,5. o Accordion Shutter System No.441 7� =% �`" Hv. aenE r;El w/aR w/o Hv.wlNDow BLADE American ShuRer S stems TILLIT TESTING & ENGINEERING COMPANY Y tV"Na otscRlmON DATE o uNN BY: MA STATE 0 6355 N.W.36 h.St,St.305.VIRGDIIA W DENS,FLCMaA]316! Association, Inc. f OLD 17-107 2 2020 DATE 7 2 2020 'z •, r �02tJ Phone:(305)871-1530.Fax:(305)B71-1531 4268 Westroads Drive z West Palm Beach, FL 33407 s DRAWING No F(ORID :'�v4'�� 6-ma6A-006719 QD—�64 ..F ''• CA-Do9w19 S/ONAL `G.��. IULIMFLORIDA u 6 44167E e n„ tit SEAL/SIGNATURE/DATE —6 —_�SH2 OF 20 1/4 ......_RY2.-sq.2.9_3e'._._"1'-'-----.Io---- 7-TI o _r` fI 0y•.'�p;' I I ( �ml ryL� 0.3 (z TTP.E)A D oII, IND- 5 �•293 r .745' 31• -A tTf RN /C-20_ L CAST t1 HOISM BAKED ENAMEL PAIA 6! \ �__._•J I I.-1 0, I c I o +� O�,6I ',( �n T nl - EGRESS TURN- �S Icusa. f _.062' L N 8I ^I-_--..1(Lo� �t .. `""' m ----- I e7s• �°a I... l' KNOB. — c p.2f'__._.___.._._ ___._I I_._ ,�_..__-_- °\Sa• I I ' N Y! L BRASS CYUNI)M BRASS CYLINDER do 11EY5(dwoNE (CHRo11E PLATED) \OAS. 2 L A G T � •.co,�L-�zs'I1 I- m-f ® LOC V EGRESS LOCK QUALIFIED FO USE W/ HV BLA 1 & 1�ONLY f � 3.023' -__I p, �LB7Yf QUALIFIED FOR USE W/ HV 0 FlED FOR USE W/ FN 6063-7 NPER QUA ED FOR USE W/HV BLADE 1)& fA ONLY Q - 6063-T6 ALLOY AND TEMPER V (�` E BLADE 01 & ®ONLY. E 1 & 0 Q ALIFlED FOR USE W/ HV BLADE 1 ONLY (-.250•o.D. ,916. I ?•B�4•___ 6063-T6 ALLOY AND TEMPER r/4"jffl9_-2O —of�T 518' •__1.756' _922_,�__ __ 4_045_-__ To t2.079 _ W .. $•--7 I \ ,�� c,I i o: I _- :360•AFTER RIVETING I N .06• of I mot, I,:•825__p m4� BEFORE RIVETING n:O CI •e• i7 a v ,I x 34 "T UMBSCRE ]f4 0-20 RIVNUT$ + e4 *SERIES 9444 NUbt(2024-T3 ALLOY)LARGE FIANCE THIN I-.._.-2750------ .__. �L I j_822_j SHEEP T.PARE Q 0820,AS WWUFACTURED 6Y A710EL PLAN FRCNT ELEVATION 17AI V M E " " LOCK CE ERMATE L-----_4566�__�___ G Y TEKEORN,PARSIPPENY,NEW JERSEY 07054 OR EQUAL �2J7 `LOCKER FOR "T" LOCK CENTERMATE C7 QUALIFIED FOR USE W/ HV BLADE 1 ONLY HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK ® HV ALTERNATIVE LOCK VJ HV BLADE 1 ONLY 6063-TES ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE / O QUALIFIED FOR USE W/ HV BLADE(1 W/HV BLADE 1Q ONLY. BLADE( ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' 55' o I 0 3• - - THUMBTURN .063• _ _ I I I eZ m 432 __7 0..0_I_, ;�-ItU� I �1NDER OR .274' .0631_ L. -�n67.• %J KEY CYLINDER oil 214 _ o• q `-�^r�- A� • � .545' T f ... �n ml e N e c 0.875•Min. 1 .125•Mo.. 31 HD CENTERMATE W1 NO LOCKING ROD HD CENTERMATE W/ LOCKING ROD aos e O�0 0 -" QUALIFIED FOR USE W/ HV BLADE(i)& A QUALIFIED FOR USE W/ HV EME!_7;& AA � --- �;1 o 6063-TES ALLOY AND TEMPER _ - V D CE TE S I m, 6063-TES ALLOY AND TEMPER // QUALIFIED ALLOYWANOH TEMPERE 1 & to , "t_ _ 1/4'0-20 SS.OR 3/B ._.-, 1.130• I 1 �•ry Y u. THUMRTURN 'ACEru nluuBstRLWs. _ _—�i tl/2• CYLNDER (SEE DETAu9) Qo - I OR KEY it15' !-__ .I - !_._� __._._.__A ,1_57__Nin_i CYLRDER LOCKING RODS ® HD LOCK N UALIF:EDFOR USE W/ HV BLADE01 37so -T6 ALLOY AND TEMPER P66� W 3/8"0-16 ACETAL u 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. IA' TION WILL REQUIRE A 7/16" H THUMBSCREWS SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1O& OADTTtCILLED TRACKS FOR PROPER EMBED NT QUALIFIED FOR USE W/ HV BLADE:1 QUALIFIED FOR USE W/ HV BLADE FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ��?c..uu11 iuE�Y ©2020 EASTERN pM,,EETA�Lt,SUPPLY,INC. H: .C`T,, D202o nLTECO,INC. BERTHA HVTM `'1'\.\CEr FGGJJ:��' Accordion Shutter System No.44 67 = i L E c c .- Ae S®S.As H,V.MADE#7 W/OR W/Q RV.WIMM BLA" American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY CV.Ns DEscmPrlDN DATE DRAWN 8Y: MP STATE F ' lw_9✓ 63M N.W.36M St..St..30s,VRGM GARDENS,FLORA 331 Association. Inc. , ol0 17-107 U/z/z9z,DATE: 7/2/zozo 9'•, i / 4268 Westroods Drive : dC Phone:(305)8wM tilt . o:(305)871-1931 DRAWING No �ORI •' 6-mOm tatecOOod.eOn West.Palm Beach, FL 33407 3 -,,,FS ....... • ' 0006719 { 20-164 gzjYsdONA!� ` SEAL/SIGNATURE/DATE 6FLORIDA .19 44167 6 SHEET OF 20 SHUTTER ASSEMBLY SCHEDULE FOR _r' 1� HV Dl V 6�H 3/8- I � 12'WIN. NCE .0825" 4 I 70 BLADE TOP / L , I . 1Q HV BLADE 1 1 ° I j I -_EDGE f-',1Ai 1875"L -` - .0825 ,0625' if j ,�7fI �=.A i1iV YJINUOW BLADE .0625' © HV BLADE tAF._.-. ---------------- �ll- '!� 1 - `� I - BLADE'S 1875" Y '- - ! \I I 'C OPFNIN 1 I .0625`r f+�# 3® HV LONG RECESSED NYLON BUSHING'~ fy^a� f I1j 1!—x zU I roI Kr� Ic)LE J \ I 0.0625 vJ, `I g,F� al 3 -1 ® HV SHORT RECESSED NYLON BUSHING Ijl @3 ® HV NYLON HAT WASHER -------- "{1 OR® .D ' I II ( �`t7�T BLA'oNd_ I T000.i /' �`RIJS 3750' 4 HV WHEEL CARRIAGE ANSI 302-303 SERIES I { � 1a�p/�'40 x 1/c2.67so' -+ X 0.870x3/16"THICK NYLON WHEEL. C% J I I C%' - - {� --- �' INV ttlNCC<Y I ' 0.188"0 AISI 302 SERIES S.S. RWETS cLErJa :I ! Ps.cO, e3.7500' sEPALungN •{� GLADE ---_ 1 .062s•J_.0625• I .� ® HV 1 3/4"ACCORDION PIN W/ 8 HEAD * EXTERIOR �' �� ;I; OPENINGS 5 3/4" _�__-1 _ .__.. I ERS 7500' I '1`,;, 0 1' /. Or C[NT 5E�➢IN ® HV 2 3/4"ACCORDION PIN W/ �JB HEAD 2 1/4" Rp- IV CW �` I' r! IB-R5•%'41 TYPICAL HV WINDOW BLADE 91 AND ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i { o' -� I i i _- !ia9s I ll - sg ! :(- POLYCARBONATE HV WINDOW DETAIL OOR or 43 j N.T.S. "((SEE NOTE FOR I i,I, I kEOUIREIAENTS) I O OR (® ! ! *PO Y AR ONATE IA{PACT RESISTANT HV WIND9 4 I_I_1_____. I I "• I BAYER MAKROLON 3103 POLYCARBON.ATE RESINS, UV-STABILIZED GRADE OR SABIC Pgt �_,______J•__. TO MADE BQTTOFA INNOVATIVE PLASTIC LEXAN 103 RESIN ffiL( iv PIN' U S 1 O ` I = lI-_ (SEE NOTE "F" ON SHEET 19). ��a� i OR (1} HV PIN ! SHALL ALWAYS BE USED AT ALL EXTERIOR - 3® NW BOTTOM KNUCKLES OF HV ACCORDION SYSTEM 'A'/ HV 1Q OR N I 1 POLYCARBONA7E SOURCES FOR 44 i i EXTERIORS fs� T HV ® BLADE. TYPICAL SHUTTER ASSEMBLY t �d�P�pFpps 5PLIS,IL N.T.S. ,i IfHY PIN ®2 OR/�AT (2) HV PIN @ MAY BE USED IN LIEU OF® AND ONLY AT ; ExTERiOR BLADE'S KNUCKLE. ` '••' EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O 06.324 f[ + (SEE NOTE x FOR_ wE�s cw mY Asn D 2 oAas o/. oau c� BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. oa" ` ® 1j:i REQUIREMENTS) �( TEFISAE Y=STRENOM tisiu DB.A 7A00 0., 2.500 P.,I. TYP. O ! il..x k S'TESNGTI a YIELD ASM 5M 12="J. I3,100 P Pi. (3) HV PIN © OR ©3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER 4, i FExowa MXULUS AM C17M MOAd PA 1. 745.000 P.,.i. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, �B p• `�� j{ ((( L�c0 SHEET WHEEL CARRIAGE DETAIL P SW%E DDIMTY 4T1 02945 47Z" 61+2 uAY N. ASSEMBLY LAYOUT PAID cr a 111� JbTI 0915 C-I cuss c-1 C1A1S .. SELF".010N AM 01929 100.r 90D'T s�•1+r*W asn 0155 TaTYIE STDEr.:a1 Ans ffAT ME .. ATU 00e 9] PA.1. 6910 p.,J 1 : HV BLADE SOLID & !A, HV WINDOW BLADE DETAILS M=x STFESSegwE�SATNLm+D A=LIM IWI°A' W10-1. N.T.S. FLOMDA BUILDING CODE(Mon High Velocity Hurricane Zane; 02020 7ILTECO,INC. @2020 EASTERN METAL SUPPLY. INC. BERTHA HVTM �'. �>cFrF•-�% Accordion SystemIL E C® !NC. . . .w. {V.BLADE#1 IV OR Y!/0 KV. WXW MADE NO,44 s _ I TILLIT TESTING &-ENGINEERING COMPANY American Shutter SystOme W.N on DATE DRAWN BY: M.P - - Association, Inc. 1 OLD 17=107 /2/202 OATEi 7/2/2020 - _ -- )1! osss N.W.sew. 5)t.sl..JOS,v.Pa.:(DS)8INS.1-153FLMDA ss1 4268 Westroads Drive 2 DRAWING No STATE F PTaD9.(fie-mail:ti. Vccl.ccm05)87t-15st West Palm Becch, FL 33407 s I] CA-WO6779 0—9 64 %��FS•��O R I �� RANTER A.TILLIT Jr.P.E. aRDM 2 L •-a L/SIGNATURE/GATE 0J L .®aalc' 6 SHEET e OF 20 nnuul ®• a ®�� *NOTES ON HV LOCKS AND CENTERMATES: A B> c a �,t ' x K s i a ,�m®:®�� 1 YANIIATORY COMITDON /1. ONE HV LOCK®or 6'SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105".AND FOR INSTAILATIONS T ANY I ELEVATION.HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®OR 1 n ne 1 11 i CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON - S TYPICAL SHUTTER ELEVATION. 16 a20' 1 2.Q$)Q� fj L,��;IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV R S�FIALI.BE AS INDICATED ON ENOTE A ABOVINSIDEE,OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES ' 1 V LOCATION of LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. V vy v 3. OPTIONAL CONDITION J2 OaUD ONLY WH ON 01 OR LIMITED MANDAMORY CONDITION c • ! f2 IS USED W/iW0 H.V. LOOKS): LOCKING RODS ARE NOT REQUIRED A7�URRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE LOCKING RODS OR AN ALTERNATIVE DEVICE II MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). V if ' ' 4.MANDATOR(CONDTTtON/2.ONE HV LOCK (@ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN O�r D II v } AND INSTALLATIONS AT ANY ELEVATION. HV LOCK I2 or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, II o I I i ATTACHED TO T CORNER BENUSED. L CATIO 1/4 0-20 x 1/2' LONG FIAT HEAD S.S.TTYPICAL TWO LOCKING RODS AT TOP&BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 1 ® MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. f e § 8, is� ffI5 5. FIRST ALTERNATE TO N (D ANOATOCY CONO0N 61 VALID ONLY F 2 OR 22:ONE ALTERNATE HV LOCK 26 MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND g INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4' S.S.THUMBSCREW TO fv OR®CENTERMATES SHALL BE MADE W/ 1/4"0-200/4'ALUM. x�D-�gm� o0- D ' RIWNUT AS SHOWN ON SECTION HVE. SHEET 8.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDTDON/3 FOR KEYSTONE MOUNTING INSTAUATIONS: ONE HV LOCK�'or or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96', AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK IS or @ or @ MAY BE USED AS AN INSIDE OR u I I OUTSIDE LOCK,ATTACHED TO©1 or®SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2"LONG FLAT HEAD S.S. SEE END--� I M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS @ W/0 CONNECTION y 4? OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D r RE H 1 ) J) K L• Y> P) SHEETS 10 do HEIGTIH'TP.. Fuu • 'NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 . SECOND ALTERNATE TO MANDATOS CONDIT N#11 VALID ONLY FOR Hy Y Ua db kup CENTERMATES AND .__.._-------------------- -t,MIIf1IEDlnon+----------------------_:_ CENTERWffE © O O O O ;;ONE ALTERNATE HV"T' LOCK(SCO MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND 1 as cR 6 + ] �++8 10+ 3 IRSTALLATIOjJ AT ANY ELEVATION.ALTERNATE LOCK�d�AAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK g INCLUDES USING REINFORCING LOCKER 127� AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 10•1 S•"1�7+13 1©•1 J« - -- -- CONNECTED TO CENTERMATES @ AND®W/ 1/4 0-20 x 1 1/2" LONG S.S.THREADED BOLT W/7/8"0 x 3/32" WINGNUT OR W/ 1/4-0-20x1'S.S.M.S. INTO A 1/4"0x 5/8"RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" ©•,7�' t��o+©*�7 18 MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS iS TOP AND BOTOM IS MANDATORY. 0.1 a�x Q•(3�x 1 s•�s 6�•�Z-® *NOTES ON HD LOCKS & CENTERMATES: 1. :N=WATE913-t OR-k W/133 : ONE ALTERNATE HD LOCK®MAYBE USED IN LIEU OF TYPICAL I HV BLADE SHUTTER ELEVATION Hv LOCKS 24 OR�y FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 1�4 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF RD LOCK(g TO i�3 IS W/3/8 x 3/8"F.H.S.S.MS.,AND INCLUDES REINFORCEMENT INSERT ELF AS SHOWN ON SECTIONS HDB-HV8 AND HDC-HVC,SHEET 10.LOCK MAY DE INSTALLED AT MOSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; 02020 ULTECO.INC. ®2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM �? Ero, �� ® ��,� ��.�.�� Accordion Shutter System ��\ AH v etnnEt w/oR w/o ttv wINDChN aoE ' No.441 ' — AmeHCan Shutter Systems REV.N DEMIPnoNJ�DAT§ DRAWN BY: M TILLIT TESTING & ENGINEERING COMPANY / BOC)Ot)On, InC. 1 OLD 17-107 GATE: 7/2/2020 63"N.W.36N.St.St..305.HRMMA WDENS.FLORIDA 33161 STATE 0 Ph—:(305)B71-1530.Fax:(305)B71-1531 4268 Westroods Drive 2 DRAWING No �'•, - •-man:blte-CORI.com West Palm Beach, FL 33407 3 2�— 64 ORID r•� WALTER A.Twrlar.Pe 4,SS'•••••••• '•v,\`�� FLORIOA Uc.8 4t.167 5 SHEET '�iq /ONAL ..i?0AEAL/SIGNATURE/DATE f 9 6 5 OF 20 -CONCRETE ANCHORS POURED CONCRETE 7 (SEE SCHEDULE ON OR CONCRETE BLOCK/ POURED- POURED i REQUIRED J -1/4'0-2Ox3/4'S.S. CONCRETE CONCRETE SHEET 13) REQUIRED_ REQUIRED -- 4--�-� CONCRETE ANCHORS 'I MACHINE SCREWS CONCRETE ANCHORS r' '^� 17 18 RSA FLE%ME(SEE MOUNTING®ON SIW 7) ;/ , i•/' (SEE SCHEDULE ON W/1/4'12" ' `.�• i (SEE SCHEDULE ON SHEET 1 /� / / i i•' '- SHEET 13) NUTS® 12'O.C. rMtn. ox3/a'ss. -EO- EQ-,' MACHWE SCREWS f / ..�f � �EO�"E.� j r7 1!z' USING 1/4'-20 NUTS / /� 2 l 19 E D I j' / �-.2so'Ma I" ;' r 13 oR 15 I . /ter--- _ 1 oR 15 r L —G :. — t 250, ' IE.OJT;f I a I " ;I ,.250'Max. GUY I:'y : II i lIL 1 Max. " I:' - i. ?',I - '✓� / OPTIONAL 11 I,1; OPnONAL ri 11 l I;` I G5 I L'xlFOIlE _IN1 11 RR OAM AND t 11; 1�1• _:,1:OR �ILrli�tErr t EXISTING ! _ MIN. SEPARATION TO GLASS - - --SEE SCHEDULE ON SHEET 11 {� EXISTING aAna TOa�N n I '; I 1 ° + '•-- --0 GLASS i_ _ ( ) MIN.SEPARATION TO GLASS °. : 1 ; CLASS-t I,I I!I I $ 1 .C J e '-(SEE SCHEDULE ON SHEET i t)� ' IXISTWG I. GLss—; __ __� l 4 ©HV WALL HEADER INSTALLATION J V WALL HEADER INST ION �� — — --" HV WALL HEADER INSTALLATION + KEYSTONE EXISTING MIN.SEPARATION TO GLASS GLAS M,y qy ,� [.1 1i "(SEE SCHEDULE ON SHEET 11) 7o cuss(su li I i I i �1"i OR 1�/ I �I I I it I ---- (1; Ex!snNc 1` ' a_• E ON Mw -(�r F l MIN.SEPARATION TO GLASS -it a GLASS- Mp�1"' 11 FOR aATE(DA1D (SEE SCHEDULE ON SHEET 11) n ON sea 19 Fi1t aMF!Oa� It{�t�JJJJJJ' gµW�t R DI MG ' i'L i ;ill' f OPTIONAL GLASS--i 1 1 - i � '' � ( k ' C.D.• " 1/4 .i it I 1; n I E.❑.' Ate, Max. I:[ 4; 1/4'Max. OPTIONAL N, ,� ,7` 13 5 E D.• Z[: i i E. ^ - O-i LED EQJ 3 OR - Min. �12IOR 14 :'hL__1_ ____ I -.._".1/4'a-20x3/4'S.S. ---- EQ EQ-. PHILLIPS TRUSS HEAD 1/4'0-20x3/4'S.S.PHILLS'S MACHINE SCREWS USING _._._. _.__ _ CONCRETE ANCHORS -_TRUSS HEAD MACHINE SCREWS '_e _...._.. CONCRETE ANCHORS 'j _ 1" 1/4'-20 NUTS G 12.O.C. il' -(SEE SCHEDULE ON W/1/4'-20 NUTS®12'O.C: (SEE SCHEDULE ON SHEET 13) f ' -Min. POURED CONCRETE-' SHEET 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK �`�- —1^=-- (CONCRETE ANCHORS REQUIRED WALL REQUIRED HV WALL SILL INSTALLATION (SEE SCHEDULE ON FDHV WALL SILL INSTALLATION P RED CONCRETE.- SHEET 14) CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE- E-G°XiR1NM9N—Q`5E`n0N5' INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER •E.D.<EDGE DISTANCE `, ASSEMBLY ♦ SEE LIMITATIONS OF USE FOR l H V B LA D E 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13j BLADE lA ON SHEEP 19 IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTV :��'-; �-co , w Accordion Shutter System _ i �.. ■ ■ ■ ■ FLV.BLADE#1 W/OR W/0 KV.WINDOW BIAOE ND.441 17 American Shutter Systems *; * TILLIT TESTING & ENGINEERING COMPANY y rv.t+ DEscarnox DATE DRAWN-- - BY: M.P :fir Association. Inc. 1 OLD 17-107 7/2/202 DATE: 7/2/2020 S rv,.a/ .355 N.W.36N.St.SLe 303.VAGWM GWOQ+5.FLWOA 3316 STATE 0 z Phone:(305)871-1530.Fox (]OS)871-75s1 4268 Westroods Drive 2 DRAWING No ' O •, F -mac:1dLEaoao cam West Palm Beach, FL 33407 F�3..� � wALTER aoaole PE ZD-164 111 1 p```SEAL/SIGNATURE/DATE FOR°°L a 4a167 SHEET OF 20 POURED CONCRETE ANCHGRS A= C1•i OR MN.SMAPATION CDNCRETE (SEE SCHEDULE ON SHEET 13) GLASS= EXISTING To REQUIRED W '(SEE Sm on EDGE OF TIM.OLMOM GLASS---4 7- ! -— APPLICABLE EXISTING lo CIASS go SLAG IF G EXISTING i ALTERNATE- LOTID.R -Tjn1?.S/4"HEX WASHER HEAD LASS jig C U1 U3)OR k5) 74V REVS 0 12'D.C. % EDGE OF 3/6 _CO.1CRETE ANCHORS �81 __SLAS IF (SEE SCHEDULE ON SHEET EET 13) EQ EDGE r EDGE OF EXISTING OF--.1 SLAB IF GLASS—' I 1/ 12'-1 APPLICABLE /A APPLICABLE SLAB IF EDGE OF SLAB IF APPLIC POURED- FLAT HEAD CONCRETE ANCHORS CONCRETE POURED 11 Tell M"CA10 (SEE SCHEDULE ON SHEET 14) cu wi= 9 OR REQUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED a:A*CONCRETE REQUIRED L E. D.'---- _____E.D.. (SEE SCHEDULE ON SHEET 14) 01-1(1) TRENCH INSTALLATION HV WALK-OVER D ONLY FOR UP TO +70, -75 IPSF A.S.D. INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER V HV CEILING INSTALLATION 4) BY FLOOR INSTALLATION t SCHEDULE#3. SHEET 11 E)Z7WG GLASS- To ctAss 1----- ----� -(-V scammo SHEET 15) 114-0 TDI UMM tAPCLVj e/ CONCRETE ANCHORS M (SEE SCHEDULE CN .—") r I CD EXISTING= /"• i E TECK.-XOGY W 1/�-O PUAVM GLASS FASM.IFS 14'M+&NICI-Cits V/ I I 1 3/4'FAIL DC-MWDU 0 G' MAX. O.C. FOR L.-TO 6'-0'STAN AND If*I 1/4" W-11;'VTP T61-,=A= T 4'D.C.FoR SPANS LAP.GM rrWI • GLASS t 112 E."Di..., 110.3/4'HEX 'SEE NGT1`1RCtL11 3 CR _R HEAD F-b-* MAY. mu t.SMArg. j TEK SCRZ 13 #14x3/4 @ 1 0 12'D.C. ,I , �:.. EK SCREM 0 9 O.C. #14.3/4'S.0.5 1,;; I .. . 1/4-0-20.3/4-r5 US j' USS 1/4-e-20 NUTS OR /4-0-20 S.S.M.S. CONCRETE ANCHORS 1/4'_, NUT 0 9'O.C. (SEE SCHEDULE ON C 9 _7 f 12"0 C� DMMG I SIRJCIURAL 2,0 C 17 T FL 617 HEX HEAD /2-=tclr.• WALL TOM(DECOPATNE EDGE 0 _V: E.D. SAL) SLAS IF F.H.S.O.S. MIN. FV=CMICRM 'A APPUCASL CONCRETE ANCHORS -SEE NOTE 13(5) a 9"D.C. _-E D/1 -SEE NOTE 13(b) 1. ,D POURED CONCRETE--' (SEE SC EDULE ON ON SHEEP 1 POUREDCONCRETE CONC ETL ON SHEET I —:4 OR CONCRETE FELOCY REQUIRED RFOUIREr) CPTIONAL POURED 9 KEYSTONE MOUNTING INSTALLATION CONCRETE HV WALL FLOOR INSTALLATION CL) HV WALL WALK-OVER INSTALLATION 1,AXUUM A.S.D.DESVI PRESMM_ 1.1 REQUIRED Lw=v Swrrra SPAN 8'-0, QJ HV RAINGUARD INSTALLATION t &M, i ROTE FOR I OF SE t THIS EFADVABLE W INSTALLATION WALL SEE) P CMON E.V.- EDGE DISTANCE IEN'ERFORMEE17FSEF DURATIONS OF USE FOR (SEE SPECIFICATIONS ADJACENT TO AN OPERABLE BLADE ICATIONS CN SHEET 13) g On SHEET 19 I- SEE SHEET 4 FOR TYPICAL SHUTTER OR ENTRANCE ASSEMBLY INSTALLATION DETAILS W/ T HV BLADE 2- LIOUUTNG SECTIONS CAN BE COUBINED IN Ur(WAY M_SUIT Any INSTALLATION. FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone,• 02020 TILTECO,INC. 0 2020 EASTERN METAL SUPPLY, INC. N BERTHA H T" E Accordion Shutter System q q ,S.S.A KV. MADE#11 W1 OR W10 RV.1AINDOW MADE � V A�L�E No.44167 ezo --TILUT TESTING & ENGINEERING COMPANY American Shutter Systems 4EV.Ne DESCRIPTION DATE DRAWN SYC Ma STATE I F 6355 II.W.MM St,Sto.3M.VTG44k GJADENS,FLORMA 331 6 Association, Inc. I OLD 17-107 7/2/202C DATE. 7/2/2020 Phone:(305)871-1530.Fox:(-VS)871-1531 4268 Westroads Drive 2 DRAWING No R: West Palm Beach, FL 33407 3 ��AiA Ss _0 CA-0cloulo 20-164 ....... WALTER A.TTJ.IT J1.P.E. 4 FLORDA lj�. 44167 5 N A L.. tP"SEAL/SIGNATURE/DATE SHEET 1111,111 7 OF 20 WALL CONNECTH SEE NOTES ON LOCKING RODS®,NV LOCKS©or 2© r INSTALLATIONS W f )HV AND ALTERNATE HV LOCK®ON SHEET 5. O U T so {I —IN--] EXISTING cuss I **BLADE SLACK OETAR FNF IS VALID FOR ALL BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH BLADED, i ©ox®oR©•��®on10.©� � ) v OR SEE END WALL CONNECTION 10•�°•©•6"'Q+©w EXISTING GLASS DETAILS ON SHEETS 10 & 18-1 ©.O.©oA©•Q.� e _ l 1 � a -------------------- -------------------- 2'x2°xt/8.�._2. I ®a��O+©�l8•Q 3 1/4- 7° 6 1/2° —— �. (6063-T6 ALLOTS ALUM. , _�..- l ANGLE V!/(2)1/4'0 TAPCON ,/z• oa®.® I OPPOSING I SYMMETRYCAL ANCHORS TO CONCRETE / I (roP/BOTmM) CENTERMATES CENTERMATES (4)#10x1/2'S.M-S.TO IUBE' I 1 ®IOxJ/4°S.M.S.® 12° j I I MIN. SEPARATION ' D.C.FULL LENGHT. W/ HV LOCK L ' or 5) I TO GLASS i Al EACH arvcLE (TYP), a ' W/ HV LOCK or i� � (SEE SCHEDULE 1 \ i,='� i` �' ® OR �I* * I IN I ON SHEET 11) _ ----------- -�>? -- ----- -- --- --- — f - '-- �- - --- ---� � _ 6�`� -----� —, Imo' --a -----�--- ------ •-- ��-- — lr i O°" 0 3 I `®°' ; '�1� 2 00 e,------ �°�� OUT ® ex (25'*.� ® HVB HVC HVA v Qoa®0°©•O7 w®oa10 +O°A POURED CONCRETE OR CON ©+ 7O 8 O9'`EXISTIN I I IN MIN.SEPARATIONr-EXIrnNG GL155 /I REOL,ED BLOCK WALL IXISTING�, $ 8 oR 1 8 oa 8 7 tF I �- � -—— - GLASS SYMMETRICAL ^* z' D-tQ.P�6 • 75 (W. T- _ -®0eO9+Qa 19.6 CENTERMATES rC © � �, 5' i __ 6 5+ 8 ow 1 • 8 m 8 7 6R To cuss 1, 1 ———J GLASS b J 1k 1 (SEE SCHEDULE C' i — —t1._— nn®.® �+, LOCK 26 OPTIONAL I O Q O © O ON SHEET 11 MIN.SEPARATION * (INTERIOR) — 1 8 ' 8 0e 9• °R 19+ $ ) TO GLASS T (SEE SCHEDULE I N ®OVAL �I I 3) ON SHEET 11) (INTERIOR) � _-CONCRETE / ANCHORS el f J (2j' �1*_.- -+ awl \/ �I I VAaIES ri 1/2•IM slacK a�J ' OUT K'� 3 (EXTERIOR) HVE --- HVF** HVD '1' 1 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone ,,// 02.020 TILTECO,INC. @2020 EASTERN METAL SUPPLY, INC. � TTCCR.••�LLL....... .•�/T,,, BERTHA H V T1. .5'� �e��e Accordion Shutter System No.44 67� -- O 1Q°e ►V B.ADE#1 W/OR W/o KV WINDOW MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Y EV.N DESCRIPTION DATE DRAWN EFY: M.P STATE F / �� 6355 N.W.36R St,Ste.305.MOO` wZENS,"O"EA 331[ Association. Inc. , OLD 17-107 r/z/zoz wTE 7/2/2020 x •, ;t Phone:(305)871-.I:1530.Fa::(305)871-1531 4268 Westroods Drive 2 O '• je P `�i __ wloce®aa1.Wm West Palm Beach, FL 33407 3 DRAWING No .�,/Cn•• CORI 1.,•�\`.� CA-OWB7,9 SHEET ///1Ir11Itt1 I%1L'A. SEAL/SIGNATURE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK 3-0) HV MALE/FEMALE 'IT" LOCKS CENTERMATES 8 # & LOCKERS at W/61) HV BLADE SEE END CONNECTION DETAILS ON 2W33 10 t is INSTALLATION n HV BLADE oUT I ' IN ri _OTSDNC CLASS �Qq�DETAIL KVF INDICATED OIL am B. W/ HD CENTERMATES �' f IN WELL A5 LRmaRsu FLOATING,MAYDUDE WITH Ti HLro-1T�i o 6 7 n 8 n f 0• 3 m INSTALLATION ox Tws sNEaT, ONI BE USED SHE . AamxA' LSEE EN LHSTALUTLLw OnAa xuc sHuwn IN T1R5 SHEET. DETANS ON HEEI'SN10CJt�8 - (wG]-T6 A11fiY)ALUM. I pll10AwT O SDA'P/S`B•.O'TT�OTD!YLOTBcE!it i �1 �;ANG1 *-)-t (-�A3-I � �------------------------------------------ � ^ .--------------Oa N.V.EACH ANGLE( P) ;O.C.FULL LENCIT. I (a)H.V. I�N HV 'T" IN PINS(TYP LOCK (INSIDE) ARro DM1af➢l � L) �c. E"2131 oR�2-3 2 31 oR 32-' 31 on 32 OUT I 0 ! *I I 31�DR©i - 351--' 9 1/4" 0-20 x 1 1/2" S.S.M.S. (oPnarui) SEE NOTE 6 FOR HY LCCK�, #HV "T" LOCK (OUTSIDE)-' W/ 7/8"0 x 3/32" WINGNUT. (OPODNAI)HDB-HVB UUT HDC-HVC _r LOCK.ON SHEET 5. © SYMMETRICAL HD CENTERMATES SYMMETRICAL HD- CE,yLERMATES 26 s t�4? LOCK I SERIES Dana ALLnaxuY WL HVG* Wf LOCK �EXTERIDR - --_ --(INTERIOR) (2024-T3 ALL"LARGE FLANGE THIN ©n®m0 O O O O 6 7 n 8 n 10• 3 m NUiSER PARE 0620, AS LWI _O•®n®.®n©•®m A6 UFACN RED e1•AVDEL CHERRY 1 O ( TEXTC O PARSTPPENY,NEVJERSEY 07054 JERSEY ©`O•©m©•O•®m N EQUAL {� _..Q *SEE NOTES ON LOOMING RODS p ,m p Lacs 0%sHEa s MIN /---�� UM1M/6Al nOA1NC BLAOEG DETAIL.NDO-NYD IS VALm FOR ALL c NRNOW APRIGTYJNS YxH BLADED �J HDD-HAV FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' %lip111+1'(✓I„7j/ 02020 TILTECO.INC. ®2020 EASTERN AIETAL SUPPLY, INC. 11 /r BERTHA HVTIA ;'y� \\GENS ''J'p w� �.�. Accordion Shutter System H�. MAX , w/OR w/o RV.WINDOW BLADE No.441 7� American Shutter Systems TILUT TESTING & ENGINEERING COMPANY y Ev.x OcscR�nON DATE DRAWN BY: LIP ssociation, Inc. 1 OLD 17 /2/202 DATE: 7/2/2020 Lass N.W.xw 3BLI,.s,.sue.30.5.xRGucA W1mLN5.FLORIDA 33TE i o STATE"' PH.—:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No A-ma0:Wtowo...— West Palm Beach, FL 33407 3 %�D'.•FCDRI ';•';y��'�` rA-0006719 20-164 WALTER A TILIJT JF.P.E. a FLORIDA Ua,0 u157 5 SHEET SEAL/SIGNATURE/DATE 6 9 OF 20 _ POURED CONCRETE __ —POURED CONCRETE OR t/ / POURED CONCRETE t., CONCRETE % i t !� CONCRETE.__.______._ -� CONCRETE BLOCK WALL _ _. __ _ -_ .,_..��` OR CONCRETEOR CONCRETE Ti 1 % BLOCK WALL REQUIRED ; i'��' 7 " T e WALL REQUIRED I'""i- - i BLOCK WALL REQUIRED I % REQUIRED I j % �.• / �, I %•./ A✓. EXISTING GLASS % EX NG GLASS I % I'CONCRETE ANCHOR'-: EXISTING GLASS '`- % /, — I I .;�-2"MIN.i�- EXISTING GLASS 0 16"O.C. r•% %. _ _r_ ; �--/ j;-•�—Y MIN.;r. % RIX SEPARATION i' f;� r-f!" `� Fri i ►4N.SEPARATION /,%' %/ TO GASS SEE i 'i MN.SEPARATION '.I:' f MR S ARAMON EO I I+ i % SCHEDULE ON SHEET `? i %'--)r-•I EO: TO MASS(SEE 11�gµDE OAND TO MASS(SEE TO QASS 5=T ' ,• I I I; / SCHEDULE ON SHEETON SHEET x3'MAX.—_ Ol•1 SHEET 19 FOR i- 1E ON SHEETpArm I i f sCr+ErnAE oN(sHs:LT 11 FOR BLADE QAND (6063-T6)COM. BLADES Q 8 Q�. '%- 11 FOR MADE t ANO (LOCATE AT + SHEITT 19 FOR ALUM. CLOSER / 1 I F R/VDT:+ SNEET O&FOR 1/2' / qy$Fgt7 19 FOR EITHER SIDE) T' FN.MES Q& PLATE.(LOCATE 1/2"l f , I I Qa T_ 1 ,BLADES Odc OF 5 AT ERHFl2 SIDE MIN.c _._O) 1/2"MIN. —� OF 4p) ./� �� i I U_.:--'--t ¢USE Y OR 2'MAX. I _•-- T" — $t0x1/2"S.M.S.__ I __( '% 1 _—_--�- (AS APPLICAS )x2-x1/87.O'-2' #10z1/2'P.M.S. r. 0 16"O.C. -, <" ALUMINUM CLIJ ANGLE I ------ ® 16'O.C. ' ` (6063-T6 ALL Y)AT MIDHEIGM •1 i / I- ® ,�---�--- (I)81°x1/2' I.S.TQ©8 !� (2)1/4"0 TAPC NS ANCHORS TO _ WALL AT 1-°1.(LOCATE AT O �r SEE DETOI X FON O OR 1 EITHER SIDE F•®) ,i O OR J I SIDE CON CTION I `- T OR II0 SEE DETAIL X FOR ) OR SIDE CONNECTION I O ®� TO CKS ®v©•OmO 10•®v DETAIL X FOR —�- Q� p7� 10•®v TO TRACKS �v�m� Ov10•®m 1D,•Sv SIDE CONNECTION O i ®np•p7 v0 10•®v ®'Om®•®" TO TRACKS 1 .l'J,+®v®'6�©•®°° 10•®v®.®m®.®m L©,O,©v©•O,®v fi'v®v©'®v©•®v ©'�'®m'l©l'�'®m ©•O•©m©•O•®m Bne. ' O.O•©dp.p.®m ®•®n®•®m0•©n 1 fine• ®'®'®•® O ®m p.®„®.®e.p.®m ®•®�®•O O ®� •®np•®n�.�n ©,®m®•®ate•®m®,® OON D TAI ®m®® ® ®m® ®mom O m®® END CONNE AIL 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL O1 END CONNECTION DETAIL® O O NCRETE OR +REQUIRED ONLY FOR SPANS GREATER THAN 121-0" !� /—EXISTING GLASS CONCR�POURED ONI BLOCK WALL GLASS EXISTING ————_L ______.i REQUIRED _______ 7. MN.SEPARATION 810+1/2'S.M.,S: � .�:,=--.-'------------'.. 10 GLASS(SEE ® 16 �:C. MN.SEPARATION Y +I r�Z------T -___-- SCHE000E ON SHEET TO GLASS(SEE �� __�._ '©OR®OROOR 11 FOR BLADE OANO CONCRETE 1/2"MIN. SGLDUIE CN SHEET -C'[.--=________________" ______ ON SHEET 19 FOR A14CHOR0---= r-; 11 FOR BLADE OAND ;;� - ---- QOROOR(qOR@ -'CONCRETE- — MAD6 12 Q Q� 'O.C. ,` ON SHEET 19 FOR 4 ) _____ .•EO ) j' O BLADES O&® OR© ANCHOR '. ® 16" 1/_i2`MIN. i— O.C. _r _ I ®OR®OR))OR 2'MIN. 2'MIN. `h, A SEE LIMITATIONS OF USE FOR ! BLADE @ ON SHEET 19 'I OR@OR(qOR@OR(g VIEW Y A OR 0OR ® PLAN DETAIL X ®n© OmOn10 ®� END INSTALLATION -- POURED CONCRETE OR ®v©•p7 vOv10•®v —'- - w®v©•�©•®e.CONCRETE BLOCK WALL 1D• REQUITED 10�®�'®•�®•®m �.._.©•O•©n©•O•(Dm 0 HV BLADE OR 1 ) HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL(5) BO•®"O•®n@•®"&@ END CONNECTION DETAIL(g) BO ®��•®m®.® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; at 111 rt 1 02020 71L1Et0,INC- ©2020 EASTERN METAL SUPPLY, INC. BERTHA HV,. �\GEP IsF .V Accordion Shutter System r• No.44 67�c'��"��"� e � � e H.v euroE;fit w/OR w/o RV. wlNoaw a� '-��—_J— AmeNCan butter Systems qrv.Nc DESCRIPTIDN DATE DRAWN 9r: MY TILUT TESTING & ENGINEERING COMPANY AELSOCIGtion, Ino. I OLD 17-107 2 a' STATE F 5355 N.W.35th.St.,Ste.305.WiGPM GMDQIS,RORWA 3316' //202 DATE: 7/2/2020 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westra°ds Drive : �''• F e--0:Vbc.9..Lcom DRAWING No CA-0006719 West PQIrn Beach, FL 33407 3 FS •..... e > 20-164 7,,;0NA '� ` wF: a nWT 44 P.E. "r7F00111V1111 ht�A.. SEAL/SIGNATURE/DATE FLORIDA�1 LI`6 441B7 6 SHEET 6 t0 OF 20 SCHEDULE #1 SCHEDULE !l2 SCHEDULE tY3 MAXIMUM SHUTTER SPAN' "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+' (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR 7R "L-" it INSTALLATIONS INSTALLATION ND NMFA: CENTERMATES.® &® or or INSTALLATIONS W/ OPPOSING ( ) W/ ONE H.V. LOCK ® or® or or 1 & 1& I)WI ONE HV LOCKS COMANSORYNCRETE & WOOD (1) LITHE AXI UM AA�LGLO ABLE SPAN FOR GIVEN � ONE HV LOCK or®or® OR W NO LOCKING L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES®&®W/ ONE HV 'T" W/ IN LOCKING RODS® / WALL A, B. C, D, E, M, N. O, P. Q. A.S.D.DESIGN PRESSURE RATING. LOCK® W/TWO LOCKING RODS ®TOP & (SEE NOTES tit) ODS MOUNTING F. K & L R. S, &V. (VALID FOR MOUNTING Q1 BOTTOM (SEE NOTES ,tr (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR/CEILING G. H. I, 11, J CONCRETE&WOOD INSTALLATIONS CONCRETE&WOOD CONCRETE MOUNTING & M T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR i'LOOR/CEILING: Asia YDEE GN A.S.D.WSIGN INeTAI TI NS ASJL U.Y INCONCRETE GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, PRESSUREWALL MOUNTING FLOOR/CEIUNG PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE. P.RWG RANG RATING FLOOR/CEAJNC MOUNTING MOUNTING FLOOR/COU G MOUNTING (w.) OR GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, L�PGR 7 _ _ _ (+oR�) - (.OR-) FLODR/WWLL MOUNTING _ p DETERMINE MAXIMUM SPAN'L-'FROM SCHEDULE. L+ (M1) L-(I) __L+ (IQ L-Ie) - ..L+ (3)- L-(8) �. L+ QQ L_(81 0 MAXIMUM SHUTTER SPAN 'L+'OR 30 OR LES 16'-o" 16--0- i6'-0" I 16•-D' 30 16'-0' 16'-0" 30 16'-0° I 16'-0" INSTALLATIONS INTO WOOD SHALL BE UMXTED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE --"-"' '—'�- -------- ----- -------------_-- 105 psf.A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+"AND 'L-'. 35 14'-10° 14'-10" 15'-2" 16'-0' _ 35 14'-10' 14'-10' i5 15-2- 16'-10" 40 13'-10' 13'-10 14'-2' 15'-2" 40 13'_70'_1_131-10" 40 14'-2' 15'-2'_ (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 1'__I 13-_7_'_ _ 45 13'-4_ 14•-3" t HV CORNER CENTERMATE#3 MAY BE USED AT ALL MOUNTINGS COMBINATIONS IN BETWEEN WALL - - -` - `-" W/FLOOR/CEILING MOUNTINGS: 50 _ 12 5' 12-5' _ 50 12'-_3" _ _13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS - - SHALL BE AS INDICATED ON MANDATORY CONDITION 82 12'-1" 12'-i1` 55 11'-10' � it'-10' S5 _ _11'-7' _7l'-71' FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE NOTE J5,SHEET 5. DO 11'•-q•-_ 11-4'_ _11•-7�._� 12'-4"_ -..60` 11'-4'- _11--4•-_ _6tt 70'-2'_ I 10'-_71'_ RATING: -1._ -- DETERMINE: 65 10'-t0'1 70'-to' i1'-1' �t1'-It' 65 t0'-f0' 10'-t0" 65 9'-5" t0'-1'_ -____-..__ ___-.___ ..- .. _ MAX SPAN MOUNTINGINSTALLATIONS. 10'-9' ! 11'-5' 70 10•-6' 10'-6" 7D 8'-9' 9-4" _ ------ ----{ -'--•- -------- -- - --•-- ---- ---•---_- = MAX.SPAN FOR FL OR/CEILING MOUNTING { Lt+ AN FOR W 75 10'-1" 10'-1" 10'-4' I 11'-1' _--75 1D'-1' I 70'-1' 75 - B'_g• L2+ M AN -_.__..4. _ __—-�_---- _., _ tt'EXCEPT THAT MAXIMUM SHUTTER 5PA74"L+'OR INSTALLATIONS. 809_70' 9" 10'-9' _BO _get 0• g'_ip•_ 'L-'AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR 85 9'-6' 9'-6• 9'-9' 10'-5' 85 9'-6' 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE AS.D.DESIGN PRESSURE .......--_.__._ ..__ __._- _.- .___._-_ ___.--_.-. RATING: - 9_-7 _9'-5'_ 70'-1` _ 90_ _ 9'-3"_ 9'-_3° SHALL BE UNITED AS FOLLOWS: DETERMINE: 95 9'-0` 8'-9' 9'-2" 9'-10' _95 9'-0 ) B'-B' 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. —_-.- LIMITED TO +64,-72 S.(. AND 8'-0' SPAN, SEE ....-100 ..8-_9• __8•-4'-_9:-O.__._9._7. �100-- 8'-9' 9•-4' .._ p. L2_= MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING M ON SHEET 7. INSTALLATIONS. 105 El 7' 7'-11' 8'-9' 9•-4" 105 B'-T T-17• 7=7"_- B'-7" 9'-2'- -^-110----8-4' 7-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE ---115 8'-2- 7'-3" 8'-4'� 8'-it' -�115 � 8=2' _T-3' MINIMUM BETWEEN •Lt+', °L2+","Lt-'AND "L2-" - 120 - 81-0" - s'-11" e'-z'- __8:-L- --_�zo ---6-D" t 6'-t1 SEPARATION TO GLASS SCHEDULE 125 7_-to" _ 6'-a' 8'-O'-�- W-5' 125 7-10' _6'-B° (4) GO TO ANCHOR SCHEDULE WITH. FINAL MAXIMUM - _ ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN - 130 T-8'_.i .6'-5' T-10' _ 8'-1' 130 T-8' 6'-5- PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR - i3s -7�-7-7• j c'_z _7_9" 7•-9. 7-7 -� e_z` WIND ZONE MINIMUM SPACING. .7-5'__.{ 51-11, V-77" i.-e_- --1440� 7`s�_--I-5-11. ASTM E-1996 SEPARATION _ 145__ '-3' 1 5'-9. 7-5- 7'-3- 14s-- 7'-3- i W-I' TO GLASS 150 T-4' ) 5' �150-... 7-2'-_i-5'-7" _ 7,_2. 6,_B:.. -155 �_a,— 5,_5: 1 THRU 3 -7". 160 6�-tt' S•_32 2• ._.—-- -' ---- ----------- ---'---- 11 -- 165 6'-10' T 5'-1" 7'-0' 6'-<' 165 6'-10" 5'-1' 170 ...._175 fi'-7` 1 4'-9-_ V-9 _6_O".. ..--175__ 6'-T._-.4•_9__.., 175 __,65=-=_6��g�__..__4•-6�-_ 5'_B" 1135 HV BLADE _ 190_ 6'-4• 1 4'-5' 6'-6" 7 5'-6' 190 W-4- 4'-5• _ 195 _..6-3- { 4'-3- 6'-5'.._�-5-_5 - __ 195 6'-3' 4•-3" - --2(X) 6_2. 4._Z. 6,_4. 5'-3- 200 --s._2. 4{2:.._ zos s-i• T 4'-Y 6'-3` 5'-i' - 205 - 6'-1�---q-i= FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; ((U��!!7j'!' 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. .... ...z/T BERTHA HVTM A.%S,511111 Accordion Shutter System H V. BLADE#1 W/OR W/O H.V. WINDOW MAX No.4.41P-- American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY:MWW.IL.G. * - TIWT TESTING & ENGINEERING COMPANY Association, Ina I OLD 17-107 7/2/202 DA7@ 7/2/2020 W55 N.W.35th.St.Sto.3W.VIRWU GME NS,Mom 3316' STA _OF Phene:(3D5)871-1530.Fm:(305)871-1531 4268 Westroods Drive 2 DRAWING No e-meaG000ee6eLc"n West Palm Beach; FL 33407 3 S/0..:...•• G, `V�` WALTER A Twr Jr.P.F_ 4 �O- 64 !q! N Al/SIGNATURE/DATE FLORIDA Ue.1114+167 c SHEET 11 OF 20 MAXIMUM N.HORs FDU F N MAX. SHLVER SEMA.S.D. DESIGN NEGATIVE PRESSURE AD( A OSRRESPONO MOUTTING TYPF FOR QAINCREM OR CONCRETEA IONS ANCHORS SPACING LEGEND POURED CONCRETE (SIX MDUNIINGS A 0.C,D A-0= ON SNFET 6 POURED CDNCRETE CONCRETE BLOCK TAPCON OR A WALL HEADER MOUNi1NC (A)WALL HEADER MOUNTING WALL HEADER MOUNTING D WALL SILL .OUNRNG D WALL SILL OUNRNG C& WALL HEADER SILL TAPCON WITH ADVANCED SPAN W/6 W/ ® W/�� W/ MOUNTING / THREADFORM TECHNOLOGY (N) ASD.OE4A NEGATIVE PfZES51��1RAND �150.DLCIN 12GONE piRS pglC _ ASO.OFSAiV NIMME7PRML_F1T:i(C!0.SD OF57Q1 NBiQME P3019 RAIRO(. A5p p6q�}I hMM PR7 MM RANG(p7 RLD.DEM 78WNE PRES M RAIM ALL POINTS SOUD-SET 30 40 60',s J eo I'2u117i0 zas 30 4o s0 7s 190 izo t60 205 3040 60 7a 19tl lYo 160JY05 Jo 40 s0 7s 80�720�60 2D5 30 40 60 7s BO 7z0 160 zob 30 4oj 60 7s�g0 izo,sD 205 BLUE TAP ,4 12 10 B 8 B_j�e 6 14 72 f0 B e e 8 8 �1412 10 8 B e fi a 11 1�10 e a B 9 - 14 12 10 9 a a 6 9.S B e 8 a B B 7 SS 3'-D' 74 12 10 B B B IB 6 14 12 t0 9 e- a e 6 ,0s 11 12 f0 D B6B }4 12 f0 9 B !- 6 8 -B B B B B 6' 8 8 TAPPER+ OR LE$$ 14 12 f0 8 8 B (B D 11 12 10 8 E 8 e 8 1210 B_ 6 6 14 12 f0 9 a B- 0 ] f- 12 10 9 B BB6aea a 8 8 B 6S 2 70 9 8 8 1 8 8 14 12 10 9 e 7 D B 8 12 10 g 8 B 6 6 14 12 10 B e e 6 - 14 12 f0 fl B 8 8 8 8 B B B B B 0 7 IR 12 10 9 a a 8 1 14 12 10 B a B B B 14 12 10 9 e e _e)eID - 1♦ 12 10 9 B 7 55 - a 8 e a 8 7 5.5 4 74 12 f0 a .ee 4.5 4 14 12 10 _B .8 0 a 6 14 12 70 8 �B 8!6 14 12 1D 9 B E 5- - 14,12 1018 B B-Ie 8 0 81 el Bj e 0 7 S.5 1{ 12 10 8 B 8 6 4 t{ 12 10 B e 1l 12 10 B�"a 14 t2 f0 ! B a B JS 14 /2 f0 19 B B 6 9 14 12 10 8 7-1 - 14 12 10 9 75 55 - I- e B �7 14 1229 - 14 12 08 B 8 D5 14 12 10 9 B e 6 e i4 f2 10 9 B 7 - =14 12 ,0 9 e 8 B 8 1a 8SEE ANCHOR ___ _ - 1/ 12 10 8 14 f2 10 9 a B {S - 14 12 10 9 a C 16 5 14 72l,0 9 B 3 - - 14 /2708 "a_ 7 B 1 B 8 B 7SPECIF7CATI�NS it __-t{___ -_ t112 10I 7 = ,4 -77 f0 B B a B-3S 1{ 12 iD B 9- 8 i B 16 14 12 10I.8 a I- - - 14 12 fo 9 9 Y..5 - _Bi-8' e 9--i5 S.5 a ON SHEET 13 14 12 IO B 8 55 3 I- 14_!12110 9 8 B 11.5 - 11 12 10 9 _B a B 6 14 ,2 18.5 7S 4 - 14 12 i9S 7.5 LS JS - - B 8 8 r,14_. J5 t{ 12�10 B e 55 I 14I/2I IO 8 0 aT4S = 14 12 10 B B 8 B _8 14 12 10 B •8 4 - 14 12If0 g B B 4 - -lf_I B I B a e I B e 7S 1{ 12 10 eTe 3 _ 14 j1210 84{B B4-_ 14 12'j1}10 9 _B jle •iS J.514 tjI.2 10 9 4S�`- - 14 1210 9l75 41- - ai B1 aj 9�7.5551J 14 72 i 72 B i B - 14 112 10 9 I 0 8-1 1 - 14 112 1 f0 a B 1 8 1 8 55 11 112 f0.9 S f- - 14 12 10 l B 0 4.5 - I- 8 1 B I B i B 1 8 1 - 7-D, 1{112 10 -B 11-B_ 4_ _ 14 72 10 9 g 651 J = 74 1,2 I10 9 B_ a- 8 = ,l_I 1�8 4S - - - 141 12 a Ifi.s SSi- _- I- B B' 9!_6.5P515�4 374 12 10 9 i B 4 14 tY f0 i e a 85 J 74 12 f0 9 9 g 6 14 12 1D 8 6 (- i = 141Y f0 9 a 7 !- B B 01{ 12 10 9145 - 74 12 10 9 8 4 - = 14 12 10 8_IB 7. 4_I- 11(I_ 1D SS - - - I4 123.51412 f0 1 9 75'.575 14 12 10!9 a 8 - - 16 12 10 9 i 8 0 6 !- 1412 ,D 6)- I- I-I= 1< I2 10 B.5 7 I- -1- a a a E5 4 I 14112 10 8�9S 3 14 12 10 9 B_ 45'- - 14 12 10 9 B (8 l-I- 14 11 7 - - _ _ - 0 9 - -- ------___. _.. _.-... - I_- 14�)2 71 7 1- a� a 7 5.5 4513.5 - 14 12 10 9 SS - - 14 12 10 8 B�<S I- 14 12 f 0 8 0 a 14 12 10 7 4 _ -- 1s• f 0 B B 3 i- B(B' B a I B 7S _48'-O� 4� B 11 2 1 10 8 9 SS 14 12 as J ' - SEE UMfiAT10N5 OF USE FOR I4t2 0.9 7 a 7 j 551 4 S I BLADE 1A ON SHEEP 19 —!_" iorelsl- - I- sllsflo�slal4 ,-"1- 74 1z ,o a ele �'- r- i4,i24.5 - E='i=1-=1= tai2'�9di�sfisl-1=1= ef's 'eiislsiasl=i=' 11 12 119 6S 14S - -,-_ 16 14 1 12 10 9 B_I_- - - 13 95 4 - - I- - - 13 I B5 63 1 5 -I- - - a I 9 651 S 14 1 J 9,-O. 14 i2 10 85 4:_ - ! - 11.�12 10 r9 751- _ - 14i12f1,0•9 8'- _ f4 72 10 5 - f- 14112 f0 91SS1- - e al B B_ B 6S 6 _3 11 12 8.5 4 - I la 12 10 9 4.5 - 14 ,2 I10 8 ITS 11111.5I}4S - - I 14 15 7S 8 v-- _ ... _ -{-_1-t __.� I __ _!_ _ II} _ .f-. 1 i.5!B 5 4 ; - - 14 12 101 6 1 1- -!- 1< 12 10 9 17 -T- 14 12,10 9 i ii - - - 14112 S - 1- I-!_ 14I12�B 85 1- - B i 9 i6S 55 4 1-( 14 12 eS 5 35 (_ - tt 12 10 9 5S1-I- I- 14 1211019 a - I- t.J a.S(.- I ,� l_ t1S&S ISS - - al [i�S545135 - 1/ 12 BS 5 35 - ti 12 10 19�SS _ •14 1_2 70 B B 1 Iq 12 17 _ 14 12 /0 �5 5 f B!8 B B I 8 7.5 4.55� lO'-0� 14 12 5.5 3 - 14 12 10 6 33 -��.((- 16 12�10 B 8 I 1- 1IOS J !_` 1< f0.5 7 „ 12 8 4S ] i- _ 14 12 9 15` =1- I- ",{I _ t1 I - - ]-- j I 1 ,4 ,4110i 9 �9 -I-�-= ,q�„+=1-r- - ;4 ,,,75 - -I= {- fi rF'-" 5 14 1,12 17 =)r-�-=.- -_- u j 1z ,0�__ -�I _ ,a ,2 to f�1_ - = os e 1=.1 _-f__!_,os 9 5.1--------- a B�-51-a' �1-- 14112 7f^i_I - - 14(12110 - _ 14 72 10 =_I- I- 14 ,2 S _I I- 14 12�10 - 1- _ }- _ 8 B 6!8 _B 7 �- 14I 12 44 - - - - 74 12�10tt- 14�12 10 2595 I _-_ - i- I;� 6� ! �_1_ B B 10j5 i 4 f 3 141',zs1-1-f - i4�n ltoi= Ti= =is 112' to1-'!- f'- - _.51,o i=l- - - -r= iC1io ii=f- I- - - s et iis—s(asf= -�- 14H11�215 1-_ _ d�4 12 10 _-!- - 1- t4 12 10 -I- - 95 7 - I- - - - BS1 7 39 - 1 ----.-� _ _ 13� _ 12 f0 - - JII f4 12 f0 - ft - to 12 { = = 14 1 -�-NJ =j - _I- 171 E __ i _ - la ,z ,o - _ 1s e5 _!_=_I= _14 5 1 - -i- 12 i 10 -I i- - 14 72 110 - -I i 1 2D 5 = t-i- - =13.519.5 1.5 1 8' S� 4 -t„ ,2 - }_ - _- ,4 12(- _�=_ ,4 ,21 -l I_ I 9 IS _I=' �._� =-�.= a i JE� 4B51) HV BLADE OR O HV BLADE ,4 12 y 71 12 I- -f- - } yr- - _i-4_ 11 12 -,I, _= 105 55,`_ _-... US B `I .. - i - - /f 14 ,2 4 ,2 I- i-_ - ,4 ,2 - - ,4 ,z e =- - W (11A HV WINDOW BLADE ,1 ,2 1- 1- I- - 1- ,a;,2 1- - -_,-_ ,a 112 -_ g ] _ - - - a 9 - _�.- _ - 1- B I 6 4, J WORKING IN UNISON 14'-0� 14 12 - 1 i I-'-_ - 14 j 12i_..1- I _ 14 112 ! - - 14 1 _ I - 14 f2 _ ! -t 8 0 I D'I 8 75 4 - 14I71- t I- - /4112I _ 14112 -I_! 10 I.4 � --I.=�,_.` f0I- i-�,_4- 8 7Si 5�_4 J 111 1a1t51=' {-i= - u 12 - - - - - - ,4I12 - - I- - I- - 105 a -1-1 T- 1-1- osll-a (-1- r e aJs1 <I -1 i++-I= _1 _ ` - l-_ ��14 1�_-�_ _-�- —I= i�- --- - - —-1 1� -- _ -= i-_�_.i�l=_�_ _.i_=_�.=l.-�I=_ e5 a J1Sl:7_�r I f_ _ { _ _ -1=1=1= 1,- - =j=1= _ = _� .� ol= = = =1-t-f= oi- = = !__�= SI:�I--, =I--'- �- _1- I- 14,-i- ,-i- - - 14 i 14 - - - t4. - - - - - f4 � - __ _ _ 7-t _ _ - _ _'— — _- - =- __ e -=�ORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' (1 )11 02020 TILTECO,INC.��tt,� [/�7j��i O202f1 EASTERN METAL SUPPLY, INC. C� 13ERTHA HV',M �' \CEN w��®�: � Accordion Shutter System H.V.BLADE ) W OR W O H.V.WIRM BLADE No.441 7_ / / � �7/Je�C7 TILLIT TESTING & ENGINEERING COMPANY American Shutter SySt®ms ry,N DESCRI(mON DATE oRArvB ar: u.P o'• STATE s759.]6s-sa s• 7favoa J]16F Aaaocfafion, Inc. , OLD 17-107 7/2/202 DATE. 7/z/zo2o Phone:(305)371-1530,far:(305)871-1531 4268 Westroods Drive 2 DRAWING No '90'•. F[DRl �� •-m �� West Palm Beach, FL 33407 J q F' CA- 0006710 .� s �` wuTTR a gufr a..P.E 4 20-1 64 ";"`S/ONAL N��` FLORIDA Uc.8 44167 g 7np1 ff'`. SEAL/SIGNATURE/DATE SHEET fi 12 OF 20 MAXIMUM AN-HOR+ cPAGING R on) sm4FE L F OR A hT°• (AaAY c44TRTFR p N "SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS.D. DESIGN MG.►1NE PR6SLRTF R�11NG A A CORFSPONDI INBA R1R CO:CRETF OR ti tir`�R(E1F' Iti �17m c (SEE MOUNTINGS E G.$H ON SHEETS 0&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: F'OIfED COMaFSE/OOfOZaEIE aDCIE P'OliifD COHC7lIE (A) TO EXISTING PDUREO CONCRETE:(Min./•e.3 ImE) M7SPAN)NIM QE WALL SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING -1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. Min.f e e iu wM P•ON LEGEND - 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS AS 0 ( 3 ksi) (N) =a 6F�7N NEGICK HtESSVM P M QUA D DESIGN NEGVNE PRESS K RA1IG _.DESIGN WTATNE W&SSRE RUVQ 'bTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.fe=3 Imi) 30 40I 60 75 BD 120 l60 20S :i 40 GO 75 BD 120 180 205 30 4O 6D 75 -1/4 0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA msiin is DIRECT,INC.(Min.fe=2 Tmi) TAPCON OR BO 172D 160 205 TAPCON WITH ADVANCED -1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED B1'ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY 14 12 to B 6 1 B 6 55 74 72 t0 e e B e 6 /4 2 10 B 8 e e 6 THREADFORM TECHNOLOGY DER APPROVED LICENSED OR AUTHORIZED VENDDR REGISTERED WITH THE AMERICAN SHUM SYSTEMS ASSOCIATION,INC.(Min.fe-3 kmj 3"-0- 14 12 f0 9 B e 6 8 14 72 10 B 8 8 e 6 14 72 f0 B 6 B 6 B OR f4 12 10 B 8_ 8 B 6' 14 12 10 B B 6 8__6 14 12 10 B 0 e 6 5 �•�I SOLID-SET NOTEM to 72 f0 9 E 5 e 7 14 12 t0 '9- 9 9- 5 6 t4 12 10 B S 8 8 8 BLUE TAP W/CAP A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPGON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 72 10 9 B 7 53 35 14 12 10 9 g B e_ e 14 12 70 e B B V35 TAPPER+ ANCHORS IS 1 3/4%AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2-.6 to 72 tv B 6 E e_ 6 14 12 10 B 0 B 5 A2)MWIMUM EUBEDMEM OF 1"IB a j e 45 71 12 10 9 6 e /4'0 x 3/4•ALL POINTS STUD-SET ANCHORS S1vil1 BE 7/B-INTO THE POURED CONCREEE ND EIIBEOMENT 12 10 B 8 B)a 5S 14 12 10 9 B 6 4S INTO STUCCO SHALL BE PERMITTED, t/40-20 S.S.MACHINE SCREW USED SHALLL BE 1 1/2'LONG MINIMUM SHOULD STUCCO DOST,AND _ _ `_---' 1'MINIMUM FOR WALLS WITH NO SR1000. 14 12 lv 9-175.53 JS - 1a 12 1 10 B_ 0 _B 0 5 14 12 10 8 B 7 B.5 { •SEE UInGT10.v5 OF 11¢ivR 14 jY 10 B B 8 6 8 14 12 10 60_ fi B 8 SS 14 12 10 9 B f 8 6 {S BLADE®ON SHEET 19 5-0 14 72 i0 SI B 73 = t4 12 f0-I 9 +B 6B a 4S 14 14 12 Ito I B 6 I s a5 13 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE E70STING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 75 65 4S NOTES A7)&A.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR 1- U t2 10 9 0 7S 5.3 4 14 12 f0 B 8 4.5 35 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 8 B B - 14 t2 10 9 8 0 6 S 14 12 10 B B 65 54 10 7S 5.3 J - 14 12 10 0S 7 SS 4 -3 14 12 8 &5 53 4 � (D) TO EXISTING CONCRETE BLOCK:(ASTL1 C-9D) 12 10 1 9 B e - - 14 12 10 9 (�s.5 5 .75 14 110�_g BS'B 5 �4 I- - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 12 8 J 6S 55 3 - - 14 12 10 9 1 8 8.5 43 35 14 jj 12 101 B 7 1 5 15 f!3 - 1/4'0 x 3/4'ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECULLN COMPANY. 7._D. 14 I12 fo B e_ff S - - p l 12 t0 1 9 fl 1 7 5 ..4 14 112 10 1 8 T7S ss 4_I 3 - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 I72 101 a 8.51 4 - _a 112�0 '),S a I'S.5 JS 14 11D5I 7 SS 4.3 J.g - - - 1/4'0 TAPPER+ANCHORS A5 NgNUFACNRED BY pEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY l6 112�10 IB3�7 f'M1 14{12(1n I9 �7.5 Ii5 4�l 14 tit I�7 173 a.5 =�= OTHER APPROVED LICENSED OR AUTHO(BZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 74 1 11 7 I55 45!_- _ _ 14 112 I f0 j 9 �75�j55_ 4_ 14 12 9 7_ 6 a. 14 12 10 9 B 4BS� 14 12 10'9 14 _72 10 8 8S NOTES: to 12 e�.s.(7,II s.51 J I- t�s 12 B-j(.6�5 SS r4 ] -_,25 e's#t1_s_ s ♦I5- -t-- 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND TAPPER+AN IS 1 1/4'AND TAPCON 1{ 12 9.51751 6 )- 1- - 14 121BSI B�65(5 �- 14 171 6 e'�85(i -{_- WIM ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 1J 14172 I10 8 1U 5 L_ _ 14�121 6 B.2) MINIMUM EMBEDMENT OF 1 / 14 12 tD B J e r- -_f- a t2 I{rn B 17S ft 4.5 -�= 14 12`BS 7(SS 4 i- leo x J 4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 9'-0• 1a"178 7S J-j4 11 II 7 g5 5 I13 -I_ 11 D 155 �S i]S J`.� ( EMBED MFM IN70 SNCCO BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO l4 12 B 6S 14.5 - A-r- 1�72 I8.S 7 ASS r s -)= 14110.51 7 5.5 a 14S I= EXIST.AND 1'MINIMUM FOR WAILS WITH NO STUCCO. f1-1 2 I- f4 12 9 7 6 f 4S - l4 117 7 g.5 45135 - I- B.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTWC WAEL OR FLOOR, 14 12 tv B 75 _ 1014 12 _8_ 6_ S__4 j- ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14.JIt.fOs 5 ].5 = -- 9.5 0b 5 ^4 3 _ - f0 75 5 4_ J_{_-_ - J I-"��_ �� NOTES B.1)&B.2)ABOVE FOR INSTALLATIONS ON V11M 51DlNG OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 b.5 5.5 - I-j- 1t H7.5 9 16 15 j 4 - t25 8.5 6'i 5 -4 1 4 i- - FOR MS7ALLA 0' INTO EIFS WITH METAL STUDS SEE SHEET 20. N05181 5 _ - - - U t2 B 6S ASS 4 - - 13 _0 65 5 4 11•_D• t4._ 12 10 14171 9 7 6 4S - 14 /0.5�_ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. _ _ _ i25 9S 5 = - T_ _f - 12 I e 6 45 4 3 = 9 7 J}4.5 J.S 3 I}j_--- 14 f0 7� _{_- - f-I=�'14 iio3 7 - - = -(=ItS H5 I55 6S A7.9 - -�I= (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. B.5 HIS_17S 6 - mm 1i}}72 B 65155 - 13 10 c3 5 4- EDGE D15Z9LC1 dE85k5_SP�G�IG_SINERUIE FOR ANCHOg 14 11S - 6.5 4 IIa.S -{- -_ B _6_ 4_III MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 1351 BSI 6 -1- - - 7J 9.5 e 5.1 4 =(- E-5 B 5 1,C -.I- BY MULTIPLYING SPACING SHOYM ON sCHEIiULE BY THE FOLLOWING FACTORS. 8 6S - I- 14 10.5 1 SS I4.51- - i2 fl5 55 4.5 3.5 - REDUCED SPACING OBTAINED 115WG FACTOR SHALL NOT BE LESS THAN ENMUM SPACING INDICATED FOR EACH ANCHOR TYPE .B 18 - - _ 5 - 12 . 8�48 4 1- _ is 1z _-- -_-�r-_ to tt5 iS 0 _ FACTOR 13'-0' as a_ - _ - - - - -_ - - - ---F--~s i =zs s3 a D - - .. ! ! 4 1 _- -9.5 7 15 4 - ACTU� TAPCON WITH ADVANCED _ I- 10 173 5 14 12.51 2s es - =-1-- - 1-i_. 1E I s�I a Ibs�.` -�- - �----,--___+_-_---- EDGE TAPCON ALL POINT SOLID SET TAPPER+ _ r- I- to Bs ss 5 ;_- I- I-_ __j7jl 5 1 4 _ -_ DICTANCE THREADFORM TECHNOLOGY BLUE TAP W/CAPd _ _ -1._.-_. - -J-_ 1 HV BLADE OR MN.SPACING 14'-0" -A._. __ 14 i1u.517 55 _r- & ASS IS _�-I_ - E.D. LAN.SPACING-3- NCH.SPAGNC 3' MIN.SPACWG s 3 t/2' MIN.SPACING a 3' 3 3/MI4'0 ! r -jr 5 3.5 J _ __ V BLADE W F9URED CONCRETE$1S11-I a 15S 4S (- I-I- 63 4.5 CONCRETE BLOCK � E �B 'WNW CONCRETE$ POURED CONCRETE CONCRETE Bl➢OC ZS - - - -- --�--I- LTE B ------j -1----1-- 12 9 B - - - - - 9.3 7 4.5 - - - - - WINDOW W-N.ED.•3' 1111 F1L•31/2•!DL E0..21/2• Fes.-3 RE7E BLOCK 7C1 F1L•J D• - I- I-I- i3511Di-Bs =-r-=- _ _ _ i _..- -- - 15._0. la _ _-1 __ _-- --10.6 e 5 - - _ _- -3" - --_1.0---- O.CO 1.0 - tlQ7. 0.78 LOCK N 0.3- L 0.84 1/2•MH E1.02 1/Y _A V W ��_� _ BLADE WORKING __ _ - Bs'fis I a - I tD = - -9-1- l- - r- _'_ e e a -- _ --_ - - - - .71= _ _ _ 1f.51E35.51- -4_-__t`.9 634_SI - i- I_ = 1J/4' IN UNISON d _ _ 0 0.67 1 O os� i- 0.43 I B s 4 =(= 6 C5 3 _ -I- 1 1/2• --U.35 - -0.43 f J_1 _ _ Ew-%5 - =i- f= _(- 17 s =�=C= -t= a e - - _ - _- - _- - \\�K A, 02020 TILTECO,INC FLORIDA BUILDING CODE(@202 EASTERN AS E elocity N METAL SUPPLY,INC. Zone' 1 11 lit n1y, ��S�P\'\\CET 5 ''�`�9'% BERTHA li1/T7.1 = F es _ �g L E C ® , � S � Accordion Shutter System No.44 67 ® o Itv aADE,y1 w/OR w/o Itv 4HNDOW BLADE TILLIT TESTING SO ENGINEERING COMPANY American ShuHer SyStBms „•N OFSCRIPTION DATE DRA6TN By: U.P = d' STATE)F 0355 N.W.300.St.510.30.MINIMA GARDENS,ELOWDA 3316 Assoclallon, Inc. 1 OLD 17-107 7/2/202 LUTE: 7/2/2020 �'•. �. c„ DRAWING No Ph-:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 . CQRI P `� a-maB:wt-o.d.- West POIm Beach, FL 33407 a ......• •c••^\\ CA-0006719 /s/ONpI 4 P\ WALTER A TILLR Jr.P.E 4 `0�-'�64. ,AEAnnn ��11�EAL/SIGNATURE/DATE FLORIDA De g adt67 AA� 5 SHEET 6 13 OF 20 MAYIMUM ANC3= SPACINr M(in.) S 1:n1 1:0 Egg A GM MAX, SHUTTER 6 S.D DESIGN_NEGATIVE PRFS_SURE RATING AND A C�RRESPONOIN• NrM1(L ON • roR CON-R OR CON RIETF BLOGlC INSTA I ATIONS (SEE YOUNIINGS L J.N k L ON SxEEr LT)) POURED CONCRETE POURW CONCRETE CONCRETEBLOCK I)WAIN OVER e f 7MCH ANCHORS SPACING FEND RSP~_- �tOW1DtiC�! O�I?AWGUARp MOUNTING_ (E)WALL/FLOOR MOUNRNG ©WA14AVAU(OyER NOUNRNG TAPCON OR _OE9'JI tE AM IfMM W=in'Ass.DO01 NMUK MSMRE RAQG oL901 WXK H65M WN MZN NE M- Ri-M E ROM(fit TAPCON WITH ADVANCED 30 40 60 75 90'120 tBo 2-M 30 40 Bo 75 90 t2a 160 2o5 30 40 6o 7s 90 i2o 760 2os 30 40 69 i5 9,2-o 160 2os THREADFORM TECHNOLOGY F12 12: 1os e t2 tz tz 12 1sALL POINTS SOIJD-SET3'-0' 70 9 8 e a 8 i2 f2 12 tz 12 i2 OS 7 7 7 7 7 ] ) 7 7 5 8 5 8 55 6 5 "R lESS 10 8 e e 6 6 12 12 12 12 09 e 8 IS 7_ 7 7 7 7 7 7 BS 5 5 5 5 5 5 10 e e e 6 e 12 12 72 12 12 10 7S 6 7 7 7 7 7 7 7 7 8 S 5 5 5 5 55TAPPER+ 709e12 t2 12 12 19&S aS 3 7 7 7 7 7 7 (3.5 ♦ S a 9 9 S 5 3 44'-0' 10 e 6 6 12 12 12 12 12 DS ) 59 7 7 7 7 7 ) 5 10 8 6 a 8'6 12 12 12 99 5 5 4S Js 7 7 7 7 7 7 6.5 10 9 6 B 6 8 i2 12 12 12 10 75 55 1 7 7 7 7-7" 7 7 33 5 5 5 $I70 9 e e B e 72 12 72 11 9 7 S s 7 7 7 7 7 Sb 4 7 5 S_ 5 5 5 5 4 J W-0• 10 e e e l 6 a 12 1Z 12 12 IO 7S 55 ♦ 7 7 7 7 7 7 7 7 5 S S S 5 10 B B ! 6 a /2 12 BS 75 8 45 35 - 7 7 7 7 7 7 5 35 5 5 tt 5 5S S S 4 10.B 8 .a 8 6 12 12 12 BS e 6 45 --- 7 7 7 7 7 7 55 7 5 5 1 5 S 5 S- S 1 4 * SEE ANCHOR 14 12 10 9 6 e e B 12 12 1S 0 79 S.5 4 3 7 7 7 7 7 It. 3.5 - 5 5 5 5 5 {S 35 - - -i.___-.-_ SPECIFICATIONS ^t2 f0 s- eE`a" 6 B iZ 12 12 70 5 B_4S ]S 7 7 7 7 7 7 7 5 5 S 6 5 5 6 6 14 12 10 9 B e B "9 12 12" 7 7 7 7 7 { e 5 S 5 5- 5"! ]" ON SHEET 13 14 12 1D B B e 1 6 a 12 12 10 e u S •7S - 7 7 7 7 7 44 7 5 S 5 (5 5 4'S = 1{ i2 10 B_ B_ e 6 B 12 12 10 a 0.S 5 JS 7 I_7_ 7 BS 5.5 4 I- I- S 5 3 $ 3 4 3 14 12 f09 e e 8 8_ 12 12 12 BS 7' S 4 3 7 7 7 7 7 {7�(7 6 S S S 5 S 8 5 S 14 72_ 10 9 B 6 8 e 12 IO 8'. 6 49 J j( 7 7 7 7 6.5 5 r J - 5 3 5 S 5 j"S IS 3 14 12 1`o s e s 6 a 1z t2 tL5 7 ss T _i= 7 7 7 7 �s(_ s s t 5 5 i s 7 s s Q VALJD ONLY FOR UP TO +70, -75 14 12 1l0 9 e e 6 - 12 12 7 ss 4 _]_ ) 7 ) Is.s a5 3 1- s s $ s as 39 - - PSF A S.D DESIGN PRESSURE B.-O. 14 12_ 10 9" B B_ e - 12 12 OS 75 6 43 SS - 7 7 7 17 7 ) 7 14 5 6 5 5 5 s 5 s RATING & FOR SPANS PER - 14 12 10 5 5 8 6 - I2 e 6 a5 4 ] - - 7 7 7.j{7 55 ♦ }}`` 5 5 5 5- 5 4 J 14 I2 10 0-5.e- a 12 11 7.5 B 5- .75= = 7-�7 7 175 6 4.5 -"1= 5- 3 s s 1 5 �9 SCHEDULE #3, SHEET 11 14 12 10 9 6 _a - - 12 1S 7S B�_5 ]9 - - 7 _)_09 S 4 1- - - 5 5 5 S 4 3 8'-p^ 14 iZ 10 9 e 12.93 &5 IS 4 J - _7_ 7 7 7 7 7-- 6�" 3' 5 S 14 12 10 a - E5 8 6 4 3.5 - _ 7 T7 i�e 9 J_S_(- - _5_ 9 5__5 3 4 S - 14 12 10 9 B e - = 12 10 f S 45 - -�- 7y 7 17 16.5 55 - - - 5 5 S S 5 4-�- 14 12 f0 9 8 8 1- 12 DOb 7 SS 4S JS - __ _ +( (__ 7 7 9S 45 ]5 - - - 5 S }I�S_45 3S - _ 14 12 10 B B e - 12 11 89 6 3 3S - 7 7 7 7 7 7 i45 =_ 5 5 1+ 5 5 5 a 45 t o'-o•-_ _ j�I---- ---- _14 12 10 e 8 (6 i- - BS 7 4S 3.5 3 _ _ - 7'7 7 S.S 4S - - 5 5 5 5 4S 35_ 1{. 12 10 9 8 e l- - 12 D 6 5 4 - 7 7 7 8 S - 5 5 5 45 14 12 10 9 B e S { 3 - 7 7 5 4 3 - - 5 5 3 14 J3 - _ 14 12 70 9 e e - -12 10 7 59 45 ss 7 (7 7 7 7 7 3.5 5 $ 5 9 S S 3 4 74 t21a s 55 _ _ 69 4 4 3 =_f__ 7 7 8 5 -�-= 5 5 , _ _ _1 HV BLADE ONLY 14 72 10 8 E e - - 11 B 6.5 4 - - 7 7 7 Ss IS -1I- 5 5 3 5 4.5 - 1{ 12 10 9 e - - - Ib 0.S 6.5 4S S9 - - 7 7 4.g 3S -__-_ 545 ±A 3S 3N 1012 9S 837 7 7 73 12'-0'- - -_. j 7 5.g 4.5 35 _ _ _ 5 434 ]1{ 12 10 e B - - - B e 4 3 - - - - f114112 10 9 B - - - 10 75 8 { _ - 6 - 1- - - 5 514 - - - 1{ 12 10 e B - Ob 5 5 4 13.5 _ 7 g5 4S 3.5 }1. �7�_L_- r7 5_ 5 10. 4 13'-O'14 1210 9 8 - 9 (7S 4.9 �75 -"jt 7 7 91- i- 5 ,14f0 7 6 5 T 14 12 70 9 - - - I- 10 7S 5 4 ] I- _ g - __ ___.. _ _ 7 (4 3 - _ _ _ _ _ _ 14'-0'i4 12 10 9_ - - (- •afi a 59- o-]S - - - 7 7 f i' 7 ) s_ S s---- 14 12 10 Z - �- - ) ) 5 �r _ _ Z. 5 5_ 5 4-- - 5 5 4 3 14 t2 10 B _ _ _._ ._____ .__ ._ ---_ �_ 65 85 4 - 7 7 5 { _ _ _ _ 5 S S 4 - - - 14 12 _ i---_-.-_- - - _ - 7 :5__3.5 _ - I-_ 5 5 JS J_ 14 12110 - - - 10 75 9 4 J _ 16'-O' 10 __ _ _ _ 7 7 7 7_ 7 3S_-. J- -- 114 12 10 - - - 5 4S - 7 7 {.5 j ) S 5J.5 _4 12 10 I- _ _ _ _ e g � _ _ _ _ - 7 17 S I- ( a 5 5 4 __ _14 12 10 1=! eS aS 4 35 - 7 � 39 - - f! S S 39 47{ i2 10 {S35 ] - 77 fi 3 - S!5 e 5 fi 4S 1{12 10!_ - _ 8 45�3 - - 7654 ]S -i27s -75= = =t= 11 a5 - _ s FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' „WTI�IIT 0202011LTECo.INC. m2020 EASTERN METAL SUPPLY, INC. Q��,......., ,, BERTHA HVTM \CEN e .9� ZML Accordion Shutter System 3 No.44167 sr-= � ■ ■ ■ ■ H.v aADE#t w/OR w/o H.v VNN(XNV BLADE ,/� TILUT TESTING do ENGINEERING COMPANY American Shutter Systems (y,x CESCIUMOx DATA: DRAWN BY. MA = ti STATE f r -� a]SS N.W.36 h 54 S e]06 V9MOW WlmE76,BDPoG 371C Assoclatlon. Inc. 7 OLD 17-107 7/z/zoz DATE -7/2/2oz0 Phm :(305)871-1530.Fat:(3D5)871-1531 4268 Westroods Drive 2 0005719 4ol.wm West Palm Beach, FL 33407 3 DRAWING No %,4�sS�•••••• 'f `-- WALTEEi A.wLB9 J,.P.E. { 20-164 77##I IIAII�t�fl1f: SEAL/SIGNATURE/DATE FLOR=U.144167 5 SHEET 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE ReTING (p s f� AND CORRESPONDING MAXIMUM ANCHOR SPACING (jD,) SCHEDULE FOR A rItYFN MAX, SHLR SPAN NECATNE Ac D DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16& 17). U EE3 !S3 T FR.®,-T- I. SOUTHERN PINE No. 2 W MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN N D• SPRUCE PINE SPRUCE PINE / 1/2` MIN. COX p2 WU�MIN.G=OSS, FlR NORTH FIR SOUTH DOUGLAS FIR W/MIN. G=0.50 W/MIN. G-0.43 W/ MIN. G=0.36 PLYWOOD MQr+. S W/ W/ MIN. G=0.43 W MIN. G=0.36 SPAN�W WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M, N. 0 &R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS W & X W & X W & X P & 0 S&V S&V S &V <,0�9-7I1®e�S-ROC(p) o.OSA�Ifl®d R-m�C-(p) I(fmf IBJl7e II-��E RmTx7R�iSRo-l7c(� o7Lwl fEcm6iR7y991sR9-n R�6IC-£I$9E f.�ti(pdj so DPI a�®I-E i�91E Duc§dl 51--I-- NifeM1E Rflru Rawc({�j l:o®17mANF 1�91eFJ@G(� 30 140 60�75 90 605 30T40 1 60 75 190 CADS 30 401 8D 76190 005 30 1401 60 75 i90 tl05 30 401 6D�75 90 p05 30 140�60175 90 �05 30�40 160 75 90 A05 30�40 160 75 90 OS JO 140 60 75 90 1 OS 30 40 60 75 90 RHOS OR LW 12 10 10 9 8 8 6 6 _6 6 6 1 6 12 10 10 9 8 8 6_ 6 6 6 6_ 6 12 10 10 9_ 8 18 6 6 6 6 6 6_ 6 5 14 4 4 3 12 12 12112 12 12 12 12 12 12 12 12 12 12 72 12 12 12 4'-0" 12 10 10 9 8 8 6 6 6 6 6 I6 12 10 10 9 8 8 6 6 6 6 6 6 12 10f,10 9 8 8 6 6_ b 6_ 6 6 6 5 44 4 3 12 12 12 12 1212 12 12 12 12 1212 12 12 12 12 12 12 5_0' 12 10 la 9 8 8 6 6 B 6 6 �5.5 12 10 10 8 8 8 6 6 6 6 6- 12 10 10 9 8 7 6 6 6 6 fi 5 6 5 416 4 3 12 12 12 12 12 12 2 12 12 12 12 12 12 12 12 12 -_6'-0^ 12 10 10 9 8 6.S 6 B_ 6 6 5.5 4.5 12 10 10 9 B 5 8 6 1 6 .5 5 4.5 12 10 10 9 6 3.5 8 6 6 6 5 4.5 6 5 4 4 3.5 12 12 12 12 12 12 72 12 12 12 12 f2 12 12 12 12 10 8.5 T-0' 12 10 10 9 6.5 4 6 6 6 S 4S 4 12 10 10�_4 3 6 6 16 5 4 13.5 12 10 10 7 35 - 6 6 6 5 4 3.5 6_ 4 4 - - 12 12 I12 12 12 12 12 12 12 12 12 10. 12 112 12 0.5 B.5 Z5 B'-a- 12 10 l0 7.5 4.5 3 6 6 6 5 _4 3.5 12 10 101- 6 6 1 5 '.5 35_ 3 12 10 10 4 _ 6 5 5 .5 3S 3 6 1 5 1 4 - - 12 12 12 12 12 112 12 12 12 72 11 9.5 12J121210 10_5 3`5 -__6 6 5S'.5 35 3 1210 9 �_ 6 6 4.5 4 3 3 12 10 4 3 _ _ 6 6 4.5 4 13 3 6_(5 J.S- 12 72112 12 12 10 12 12 12 11. 9.5 85 12 j12�10 812 10 7.5 4�- - 6 6 514 3 - 12 10 6 .i- 6 6 4 .5 3 - 12 10 3 - 6 6 ;3 _-_ 6. 5 - - - - 12 12 12 t2 1.59.5 72 12 12 .U.°8_.517.5 12 12 9 7 6 8 11_-0" 12 10 5.5 - '- - 6 6 H14_ - - 12 10 4.5- __ 6 5.5 3.5-_ - - 12 10 - - _ 6 5.5 4 B 5 - - _ 12 12 12 12 10 8.5 t2 12 12 5.5 8 7 12 112 1 8 6.5 5.5 4.5 121045 --- - 66 - - - 12103.5- I 6 (53.5- - 1210 _- - - - 653.5- - - 65 - - - 1212121.59.58 t? :21T18576121.517.56I54 13p' 1210 = - 6 �6 _ - =1210 _I=~_ 64`5 1275 - - - - 6i+464 12211086.55.512 0.14_-0O'_ 1210 = 65^5 _ __12. 7 --_._`_-1I{__4_5 I(45�_ _ 12 7 - _5145 _�_- 6 _3 - - - -_7272_129.58 6 1212 I9-6 i.56 4_5129_58.5� 4 3 15'-0' 12 =_!- -1- 6 ff_i - - = 12 - _�- II- I- 5.` -- - 12 t- I_ _ 5 _ _� - 6 -_I-_ - I`-jjj- 1212 11 9 7.5 5 12 12 8;�_ 6 4 12�9 6 5j+f( 4 - 16'-0' 121- - - -1- 6l- !-I- - 12 - -I- I- P- SI- �-I- - - �1.5: I - - I- - - I- 6 - I - - I- I- 121t2 i10..18.56.5 4 f2 12 8 �6.55 311.58�5.54.513 0 HV BLADE OR Cl) HV BLADE W/ t1�11- HV WINDOW BLADE WORKING IN UNISON® ♦SEE 1I111TATI&S OF USE MR BADE©ON SKw 19 •F 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 N.2 W/G.0.55(N.DS) -1/4.0 TAPCON ANCHORS•AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGIAS FIR W/C-0.50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(N.DS.) EKCFPDON:SEE NOTE 2 BELOW. -SPRUCE PME FIR SOUTH W/G=036(N.DS.) 2 ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND S1ALL CONSIST OF -MIN. 1/2-LUX PLYWOOD(1986 APA) LAG SCREWS AS PER NDS 2018 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; `````pgi1�1111T� A//AA 1121121 TILTECO,INC. ©2020 FASTER! METAL SUPPLY, INC. ,.��?••.. BERTHA HYTM 3P \ycEN Accordion Shutter System HLV. MADE#1 W/OR W10 FLV.W=N BLADE 130.44 67 = American Shutter Systems k - TILUT TESTING & ENGINEERING COMPANY Y Ne DESCRIPTION DATE DRAWN e: MP 3*.• 333 N.N.36M St.Ste.305.MRCM GARDENS.FLD7MA 3316 Association. Inc. 1 OLD 17-107 >'/z/zozC DOE: 7/2/2020 6 STATE F r / Phone:(so9)971-1570.FOi:(30.5)871-1531 4268 Westroads Drive z DRAWING No �V CyR CA- 9719 P .r a-mom NILa�oaw.�a1 West Palm Beach, FL 33407 J 'L D i�O•• �� 20-164 �i 1VAL7ER A.000 7ILUT Jr.P.E. 4 1��`EAL/SIGNATURE/DATE FLORIDA U`.g 44167 5 SHEET 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & (IA) HVO BLADES AS APPLICABLE WALL FINISHA . SHUTTER SPAN + 0 L— FOR INSTALLATIONS INTO 00 WITH Hy BLADE(-!) ONLY SHALL /- BE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & -----�,-- -1/4-0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE (1�& A WORKING IN UNISON l I TAPCON WITH ADVANCED - THREADFORM TECHNOLOGY y! t, - 1/4.0 TAPCON OR W/1 1/2'Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO W/1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING i--- --- ----_ I I EXISTING W000 HEADER. 'I I• / WOOD HEADER.(SEE SCHEDULE ON SHEET 15 ' A01 SEPARATION N / (SEE SCHEDULE ON SHEET 15) -?, -- I I ) I ro GLASS O(SEE 1QOR 1Vt' 1/4.0-20x3/4-S.S.MACHINE t—sa�u� SHEET r l:-;1LAnl1,1\11%11 - -I -�210A , . / N i �p� �t SCREWS W/ 1/4'-20 NUTS it FOR BLADE(DAND F }+ I I \ O 12'O.C. ON SHEET H)FOR Min:-•-..-� EXISTING I 4QQ .Z •`. I ,,P I I (`t1't11111111 SI ��_ -1 ; t-{Q-Ir:EO-1 GLASSr-r1 BLADES O& t �I T;�z i ��m .�rl n 1•i I �1 �I i WALL I' 'I•�i •.- - - 1� � -'- ! FlNISH 131oR 15 l ,I d t UlTlI f ,a. l� ! 1 , .., I I T t � I I I�OPTIONAL ''I I y( o W T , 1H L L •EXISTING MIN, I � •= - FINISH 1 2'x4'WOOD f`I EXISTING MIN. I HEADER REQUIRED 14 -'1)OR 7 2'x4'WOOD {IfTI1$p'1� `i.__ It 1 1 OR EXISTING E Y.N.SEPARATION HEADER REOUIRED tN "I' I I�; 1'0 TAPCON OR TAPCON WITH ADVANCED GLASS--I TO WSS(SEE '7 (l7 DDD(IIf _ I THMinR ADFCRM TECHNOLOGY THREADED AREAO 561y11LE ON 9FEf [ 7 MIN. SEPARATION TO G1t55 I EXISTING W000 HEADER. 11 FOR BLADE(PAID I! 999 IXIS7INC if-(SEE SCHEOL'LE ON SHEET 11)- `5a 11 I1 BLADES 4D g FOR .. I GLASS--I �. ' ' �'1 (SEE SCHEDULE ON SHEET 15) ON SHEET 19 PLATE REO'D. ON HV WALL HEADER-1 NSTALLATION DHV WALL SILL INSTALLATION ®HV WALL HEADER INSTALLATION __._ _ ____ 1 t II - -- - --- ' - EXISTING I I� �_ MIN SEPARATION TO GLASS 1 1 �1 - MIN.SEPARATION TO GLASS C •�- E%ISi�WG / (SEE SCHEDULE ON SHEET 11)--_ - �, (SEE SCHEDULE ON SHEET 11) MIN.SEPARATION TO GLASS I r WOOD CONE(SEE SCHEDULE ON SHEET 11 J GLASSY ' EXISTING II c WOOD PLATE[ ) �, 6 I 1 i " GLASS-J 4 1 1/4"0-20.3/$S.S. REQ'D. 1/4'0-20x3/4'S.S. j MACHINE SCREL'15 MACHINE SCRELYS W/IL(�,I�_Il J :'r1.ci•.I•I I r't�-:1' !I,r t I 1I)I i1�LI i I 7 II USING 1/4'--2- 0 NUTS WALL 1 1/4'-20 NUTS ra -, ..FINISH O.0 OR© qt!�L�'� �31 OR� t"__ 2"x4'CONT. L I �i� I i WOOD PLATE j I - y'41S1t11R�1}11 - _} = =EO-EO- I' , REQ'D. �U tl Q .. - -'-L -EG---EQ- OJ y i It l^ 1/4-0 DR I I.:_ 1'Min. ® 1 I TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' 1/4'0 TAPCON OR TAPCON WITH ADVANCED •I �i t 2 x4'CONT. Min. PENETRATION OF THREADED AREA TO P I THREADFORM TECHNOLOGY V!/ 1/2" I I� �.: �L 1/4'0 TAPCON OR ��; I SILL PLATE EXISTING WOOD HEADER. Min,PENETRATION OF THREADED AREA INTO PLYWOOD ' TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL REO'D. I (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2N4" J, 1/2'MIN.COX, THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. _.. ..-;. '-WALL FINISH STUDS 0 16'D.C. MAX._ PLYWOOD REQ'D. W/1/2"Min.PENETRATION OF 2-MOUNRNG SECTIONS CAN BE ' 1/2'MIN.COX PLYWOOD REQ'D. REO'D.PLYWOOD TO BE WALL FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO EXISTING MIN.2*.0 STUDS 0 16"O.C.MAX.REO'D. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN'ACCORDANCE ACCORDANCE 1. WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE LW LIONS OF U E OF F.B.C. P HV WALL SILL INSTALLATION mnoE 1 GN SHEET IS FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' `````��1111111(((1 d\ C1L fF11 rrrr �tti 02020 TIUECO,INC. ®2020 EASTERN METAL SUPPLY. INC. :'�?�'��cENs :�9 BER7°IiQ MliTex No.441 �. ® ��. w®, t ��® Accordion Shutter System 77�� H.V. MADE#1 W/CR W/O RV.WNM BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Y ti.th DESCRIPTION GATE DRAWN B Y: M,P GM N,N,36M SL,St..305,MRGKA GARDENS,FLORIDA 3316' Association, Inc. 1 OLD 17-107 /2/2D2 wT_ 7/2/zozo �� Ph-:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 e-n aa:tutcuoeot.on n DRAWING No •• .`��Cl� cA_0006710 West Palm Beach, FL 33407 3 `\`�A1 WALTER A TILLIT Jr.P.E. 4 20—1 64 �,,�TnFEN1ALn t SEAL/SIGNATURE/DATE FLW6DA u`•f 44167 5 SHEET 6 1 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR ( HV* BLADES (AS APPLICABLE.) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEWDE 6)ONLY $ A L BE LIMITED TO 05.0 sfA.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX L SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE (1�& Al WORKING IN UNISON 1/4'a TAPCON OR ISTING _ _J _ -Ep -EO ..-.2"MIN. TAPCON WITH ADVANCED 4'x8"(Min. REQUIRE P7 'I .-EDGE IF APPLICABLE THREADFORM TECHNOLOGY WOOD BEAN REQUIRED. ( ) W/i 1/2'Nin.PENETRATION ADEQUACY- ^STRUCTURAL ` OF THREADED AREA TO 1/4•a-2Dx3/4'S.S. OF IXLSONC WDOD BEAM 1 /I I EXISTING WOOD HEADER. 1' PHIWPS TRUSS HEAD TO BE CERTIFIED BY iv Mln.� MACHINE SCREWS r _ r ...______1 I (SEE SCHEDULE ON SHEET 15 REGISTERED ENGINEER OR i 1 ��_-___ ��' EXISTING WOOD I i I I ) r I W/ 1/4'-20 NUTS ARCHITECT PRIOR TO __Ep T/T_-Ep._ --_ --�-+._-� __-_. TRUSSES OR 11 l I�EO-EO-.•. ®12'O.C. SHUTTER INSTALLATION. / �.p ( 1/2'-�' .•• 1 2 /- RAFTER®24' 1) .t,N = I__-.I 19 j I _ �I ,r .r i�A I ,r _�r / O.C.REQUIRED f { \ i^ • --13 OR 151 1/4'0 TAPCON OR --_ f J - __ �•ritLLLLt�'ttl "'--I TAPCON WITH ADVANCED ^;r'•�,- �" J i -�- `+ �---_-; EXISTING SOFFIT •257' THREADFORM TECHNOLOGY ,�•. r :11; ___EXISTING Max.THK, I') I +Max. W/1 1/2 Min.PENETRATION �'' �'�'--"� / I T -1 OF THREADED AREA Tp r E0,ED ®14x3/4' -EO. J.EA.• ;� _ _...-___--___._ ':4'x1/B'CONT.ALUM.TUBE .1 ._:., I ___ :.' S.1d.5. -- C (6063-T6 ALLOY)I I OPTIONAL , EXISTING WOOD HEADER. I + (SEE SCHEDULE ON SHEET 15) I f ®6'O.C. I .,•, _ (3)51 6-0 LAG SCREWS TO '----- -01 or 13 or 15 I III 11 -'•1 1 or 13 or 15 EACH RARER OR TRUSS. I LOCATE LAG SCREWS AT ( I.EXISTING MIN 2'x4' 1 i._..__..;� I i ••• I J_.I MEMBER, 2MIDWIDTH F Mi�nmNOMINALD EXISTING-il HEADER REO'D A I f I --' OPEN HOLE AT EACH GIlSS MIN.SEPARATION 10(iU55 { ( E EXISTING I WIDTH)W/2-Min. (SEE SCHEDULE ON SHEET 11)_.____ I GLA55 ILg' I 5/1fi0 LAG SCREW 1I1� ryI �s PENETRATION VALID OR THREADED }(� 1 ro E� II�1 r AT CENTER OF TUBE. !I I, L INSTALLATIONS WITH 72ps! 11FL(1+](j p FI MAX-AS.D.DESIGN LOAD AND n EXISTING ux SD'MLVIaN 9'-O'MAK SPAN.THIS QS HV WALL HEADER INSTALLATION IE a seer 1_ GLASS! To DULss(s•� I ( ^ INSTALLATION IS ONLY VALID 4t I SCNFDRE al SHIST I FOR WOOD W/MIN. SPECIFIC I aiII'saETi9/�OR�` 10OR I�� )11 rat RAGE mANT NOTES; gAtfs(Da OhM� ( '_- -0 10 FOR GRAVITY OF 0.50 AS DOUGLAS _- ' FIR OR SO1-SEE SHEET 1 FOR TIPKAL SHUTIQI ASSE618I.Y --. .�_ _. I RHO^�_I Q __.�_____ _ �� L'l�R O• OR EQUAL UTHERN PINE No.2. 2-UDUNRNG SECTIONS CAN BE COUBNE0 ii-- IN ANY WAY TO SUR ANY WSTAUATIDN. UT,-HV CEILING INSTALLATION ''WHY HV CEILING INSTALLATION MIN.SEPARATION TO GU55 _ i _� ( I; -I to[sitmOAro I I SEPARATION (SEE SCHEDUL ON SHEET 11)`---- I ( EXISTING _ I I - 1 I 1,I t p S I QI RfrLT le RA I —I TO CLASS 1 /' EXISTING (j(j(j 1 ( _ 1' I RAasQt 1Cq I I(SEE SCHEDULE 1 I O CLASS-F ( ll�� _- � � �r � t ON SHEET 11) I I (! It I 1 ALTERNATE 2L I I�1 1 T 1 -, I H, __._1 I NCO LOCATION I('' j„1 I_. 11 EXISTING '-)' I 9 FINISH, I I ( 1 4'1 I I •f•' 3/e•uw. 10xWASH.3 4"HIX GVS-I �'� 6`--'�-i , / I r I I I y 2"x6'MIN.WOOD SCREWS 0 12 TEX oCIECK c , .�'•v,::. ,i L7 J)OR I ZS16"MIN.WOOD-__)•._ v:1 I-_ (NO FlFlNEO1UIRE DECK REQUIRED(NO L - _ _ - , ALLOWED) W _ ! FINISH ALLOWED) f_ _ -EDGE I _ _.. _ D Ep-EO-! - - .• 1/2 �S•1•. _ - ___ . I DECK _ G 1 4'O-20x3 4'S.S. IF APPUCAB� _ .t� - _ APPLICABLE IF APPLICABLE f EDGE OF DECK' 1_ -* DECK IF ED E OF �`0 r I - 1/4.0 TAPCON OR T = PHIWPS TRUSS HEAD 2 TAPCON WITH ADVANCED M'n' MACHINE SCREW =_._..__�__ r .-. , 2'MIN.-. ! 2'x4'CONT. I ,-' - --- 1/4.0 TAPCON OR TAPCON WITH ADVANCED I - S(LL PLATE I."" THREADFORM TECHNOLOGY W/ 1/4'-20 NUTS THREAOFORk TECHNOLOGY W 1 1 _ - - - 1 4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM - / /2"Min. !I, 1V/ 1 1/2'Min,PENETRATION ®12'O.C. / --2'MIIJ. REO'D. ,I,..:` OF THREADED AREA TO TECHNOLOGY 1V/1 1/2"Min. PENETRATION OF THREADED PENETRATION OF THREADED EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) AREA TO DUSTING WOOD HEADER(SEE ---------' .="'-' .._! 1.L• SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) 19 OW }iV FLOOR INSTALLATION SEE LWRATIONS Or USE FOR ®HV WALK—OVER INSTALLATION �V HV WALL SILL INSTALLATION BIE A ON SHEET { FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone; "'o�111`1)l)I)}w/ 02020 TILTECO,INC. ®2020 EASTERN METAL SUPPLY. INC. BERTHA HVTT., aye?'��CENS-'•.9'- An 0 Am Accordion Shutter System IL EC ® aNc. No.441 7 H.V. B1A E#1 W/OR W/o Kv WND(M1 BLADE * * TILLTT TESTING & ENGINEERING COMPANY American Shutter Systems MY.H DESCRIPTION DATE DRAWN BY: M.P -o'• STATE 0 �� 6315 N•W 35VI St,S1e 3D, 5,WW"GARDENS•FUORIDA 331/ Association, Inc. , OLD 17-107 7/2/202 DATE: 7/2/2020 9•. Ph...:(305)EI71-1530.Fa.:(305)E71-1531 4268 Westroods Drive 2 DRAWING No F(ORlO`•�Cl`�` a-maiGlOOOOCao.01.". West Palm Beach, FL 33407 3 ''ii FS••"" �`('��• WALTM A TILLIT Jr,P.F 4 ZO-164 ,�S/ONA; SEAL/SIGNATURE/DATE FLORIDA U.g 44167 s SHEET 6 17 OF 20 END INSTALLATIONS nl .HV BLADE OR J_—A) WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS r.4*MR WOOD (-- DS 2'.4'Mi. STU REOV. 2*x4*WN.WOOD STUDS REOD. (IS AFPUGIB[F) l i\ \ /1{�^f•�/Nww O 6.04 1 , % wm swDs. w/UlL (AS�UQABLE) 'g DOSTINS G_ V/ Z: STUDS DUSTtKG CLASS DUSTNG GLASS IL --- , \ i - D35TING CLASS 14NW -1 f/2*MR.Cox 31 SORAILUM TD PLY�r ............. SWOLUE ON SKOET Mw0a). SOW� i TO CLASS(SEE -1/2' %CGK ON 16/!6.3•MLl._ • 11 FOR ULN31:ON S,FET SUVRAMN GO 3 OAKO COX ON GREEr 19 FOR PLYWOOD. AUAL CLOSER PLYAGaa MADESO&O ITT saEDwEwsEET AT aDUROIF n�. PATE.(LOCATE 1/2' WALL- OM ADEST& 11 NM SH EMAX 19 aFO)aR 7 016 O.C. PINI/2-&U.S. 0160.0. CU`AKGX ZTD SEE X FOI 0- MAL 0 R fW4�' SEE DWX X FOR OR GOWECTON, SIM CONNECRON M. TRAM TO TRACKS SEE GEM x F�-' WIDE COMECIM TO TRACKS @_0 @_@-0 @:(07D 33,062: @-®R END CONNECTIONDETAILZ -END CONNECTION RETAIL (#) ENDCONNECTION nUAIL* -END CONNECTION IDETAIL E)=N'/_CI ASS -- --- F' RECUMD'Mly TOR�AXS GREATER�. 'l2r*�* GS 1/4 MCUORS T/'-�TAMON PiNCUOTM M SDA4lrm II 7' .7—, 7 1/2-MN, 'a a= 4- T�ONS ��E�Ml I. MET U TER wM U'v N S.M., G, BLADE 17 FOR BLADE G)=' D. l=_7 " L.-—-—>RAGE;(D&L ON SGET 2 M 7- (DIOR j5!' rl6- (l)OR -2 16'OR(g)CR 101,CR LI .0 STUDS Rmh gcl@-C4C-C VIEW24 � r0 7 5 ELAN(D.O.H. a. END CONNECTION DETAIL -END CONNECTION—MAILi2 MAIL HORIDA BUILDING CODE(Non High Velocity Hurricane Zone' VZ11. 02020 TILTECO.INC. @2020 EASTERN METAL SUPPLY,E INC. ,\GEAl ...rp% 9ERTHA HVT., 0.4416, IA.S.SAWccordion Shutter System Z H.V._MT-E V aADE#1 W OR W/O N.V. WINDOW MADE STATE OF TIWT TESTING & ENGINEERING COMPANY ;huffer Sysfams lEv.N DESCRIPTION DATE ') 7107 6355 N.W.36D.SL.SIm 305,VIR"m GARDENS,FjowA 33tS� aflon, Inc. I OLD 127-107 ;/2/202C ik Assocl I'll -'IORIDN ."RI, Ph-:(305)B71-153D.Fox:(305)871-*1531 4268 Westroads 49tive 2 Z _8 "ll"C' a-MR.tilt-0000.Gam 7"'k—,4101AL S� CA-0006719 West Palm Beach, FL 33407 3 —DRAWING No 11811111111111%,Aw WALTER A.TOM J,P.E. W4 20-164 P.E. SEAL/SIGNATURE/DATEFLORIDA Uc.N 44167 5 5 SHEET ( i17°�°"15 ©"� •�Et�ERA( uMrrAnDNc 11 CONDMO Sof cc FOR eERn A G 'I, ®�® /.�. I �.HV BLADE ACCORDION SHLRTER StiS7Eu WORKIN. IN 1 f� U .47b65UI'1 WnFI H1r, NRNDOW RI e11F ne\ I.MAX AS.D.DESIGN PRESSURE RATING:+110, - 110 p.6.1. s 2.MAX SHUTTER SPAN:96' �t 111 MOUNTINGS ,DUNTINGS:&WD. SHEETS 16 dcETS S.7•,AS WELL As SiMF/E(%L /( }r ONLY CENTERMATES 1 (BOTH W R ARE ALLOWED WITH 2�1 [FiiX�YYY000 ED IN A OR Opp G LA t)UF,IN GISE DF OPP051NG MUSE BE TNCLLMED ONLY AT IXTEAIOR ACCESS SIDE OF TYP.FA END i ♦ • • CENTEFIMA E (J'0 HOLES WINDOW OR®pERE SHALL SPACINGS SHOWN ONLY ALLOW A ONUSHEET 4.OPENINGS MAX.5ATWINDOWS Z - (0)MIN.CLEARANCE FiN TOp OR BOTTOM EDGE OF NV WINDOW BlAOE 1Q ALLOWED AT HV N • • •' e ♦ , WINDOW BLADE® � L,/ OF ANY 3-0 HOLE FOR q9 SHALL BE 127. • A I • V VVV ( B2E 1 BLADE COMING OUT FROM STARTERS AT ENDS MAY BE W WINDOW BLADE lO,U5T BE USED ALTERNATE TO A SOW tO HV BLADE THROUGHOUT LA THROUGHOUT SHUfiER'S WIDTH. m ♦) r I Hg t 1 1 1 t 1 U (E)CEOWMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID W c • • • V V 1' (.J SEE END I ( IL gel BLADE 1 AT EIDER SIDE OF THEM. CONNECTION i I• ♦ • ♦ (F)POLYCARSONATE W WWDUW®SHALL BE NSTALLED SO TABS FACE DETAILS ON SHt:ETS, • ♦ 2 /•5 (afl THE INTERIOR OF THE OPENING BEING PROTECTED,HV WINDO}Ylg TZS A 10& EI HT. (- — I gt8 11/! Vj,/ ONLY INSTALLED AND LOCKED USING A W SETTING TOOL PROVIDED BY ASSA, FULL HEIGHT.___ gga INC. 1 � P 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 3 1 "1 - 44 ��: BUILDWGS DN SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES N bE � 1 1 &2 ABOVE). 7-SEE SPACING EDULE FOR NSIALLATI CONCRETE ORD CONCRETE BOCK WALL ONI SHEETS 12& POURED113 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1&2 ABOVE). ' L I B.MINIMUM SEPARATION TD GLASS SCHEDULE•PER AST,E-1996: D 1 H 35`-17YP TOP&FOR REQUIREMENTS) _ _ - i12'm+l�0a� WIND ZONE MINIMUM SEPARA71 TONO�.- .,._. i1NLLMfTEO WIDTH-__..___._______...______ _.-__. -------� ELEVATION IdN SEPARATION To Guns 1 TI1Ru 3 EXISTING GLASS- SOLE CN SHEET 11 FOR&A Qf A ! ------------------- �•�--� I AM ON THIS 9 7 FOR FrfAPS Q&�A I---------7_-------- ----- 'EJ TYP. SYMM 'CAL�FMERMATE5 21 27 .� 1� w/z DR s AND - — . W/O (SEE NOTE 4 ABOVE) �-----� PLAN TYPICAL 1, HV BLADE WORKING IN UNISON WITH HY WINDOW BLADE 96 SHUTTER* \ N.T.S. --- ��A`AAA1uMinr FN ray♦Air ®2D2D nLTEDo.INC. FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone; `` .......• ZZ N'.. 112020 EASTERN METAL SUPPLY, INC. �. '\.10EN :vim=. BERTHA1 HVTM No.441 76 L��_co , A n w& SA Accordion Shutter System ® RV. BADE#1 W/OR W/O NN. WNDOW BADE * TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev.N DESCRIPTION DATE ORAWN BY: MP STATE Association, Inc. �'. E 0 6355 H.M.J6R SL,St.305.VRC M GARDENS,FL01DDA 3316" 1 OLD 17-107 7', i DATE: 7/2/2020 O�•, ,C * a Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 %8s'•..DRID �,``� a-maR:URecu®ootcom cA-000071 9 West Palm Beach, FL 33407 s DRAWING NO ••'••i♦S��NA1 TI p`` WALE`A nunp"167 J,P.E. 20-164 FLORIDA UC • SEAL/SIGNATURE/DATE s S HEET EUT iE 6 19 OF 20 � Vk 1 1/2-0.035'THICK Min.ASTM A-653 GRADE 40 Min. INSTALLATIONS WZ G"I I ' 0'035'3 GR Min Fr/.2DA Mf�C-60 GALV.STEEL HV BLADE & HV CENTERMATES 2.000'Max. (— METAL STU ETAL STUDS AT IS-D.C. INTO METAL STUD WALLS 0 6 D.C. Lil /2' .475" OENERAL 0 S.ANQ CONDITIONS OF USE 1/-4"0 NOMINAL lir ►12 -i;--i f 19BL-REOTHA ALUMINUM SLEEVE 03 THICK Min. bi I I W BLADE ACCQRQIQN I.C1 44.6 1�4�.OMGU3.V La SHI ITTER 6063-TS ALLOY s.D.C., 0w. GRADE 40 MI. - a 6,COO. SYSTEM-tN INSTALLATION TO METALSTUD WALLS A-6$3 V� W/III FASTENED�1 T. Call STING FINISH 39 SEPARATION LQ GLASS scmwLF .9 3.000' r-- ON 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) Max. INTMOR&EXTERIOR FACE APPLICABLE 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM fl EXISTING GLASS—t i MIN. SEPARATION ASTM E-1996 SEPARATION -gLENGT)i I I-L TO GLASS 3. ALLOWED MOUNTING:(@ ON THIS SHEEP. (SEE SCHEDULE) TO GLASS —4- IZA!9=2-037 BOLT 7qliil' (TyP.) 4. ONLYgENTERMATE 21 W1 24 HV LOCK ARE ALLOWED I THRU 3 1 WITH 21 ARRANGED A RIMETRICAL LAYOUT. -- MUST PENETRATE 43c 1" USE OF (2) 305 (6- LONG. MINIMUM) MUST ALWAYS BE 4 N 6 1/4'x 0.035"THICK Mi.. EXISTING FINISH 4- cHANNEL. AS APPUWCAEILE -EXTERIOR OR INTERIOR ACCESS SIDE OF r CONT.CA`v.STEEL 0 INCLUDED AT ASTM A-653 GRADE 40 G-60 CENTERMATE. 250--- ---050- GALVANIZED FASTENED To STUDS (4DJq I W/(2)J6A TEK SCREWS ON INTERIOR L,EXTERIOR FACE 6E��,=, a 6*D.C. T— • -j BLADE SLACK DETAIL HVF IS ALSO VAUD FOR 1/4"0-20 THREADS 12 38 CENTERMATE APPLICATION WITH BLADE(D 43 1/4"0 ELCO CONSTRUCTION 6"K 1 1/2.0.035'THICK PRODUCTS FAB—WK HD Min.ASIM A-653 GRADE 4 :.VARIES @ 6" O.C. ML,G-60 GAALV.STEEL METAL STUDS AT 16'D.C. Min. MS WALL HEADERISILL..INSTALLATION COMPONENTS -.ExlsnNG FINISH AS APPLICABLE SCALE:3/8"= I" MP.TOP&BOTTOM) -z------- - E)asnNG GLASS I 3/4"x 6 1/4"xTHICK Min. XONT.GALV-STEEL TRACK CHANNEL i AM A-653 GRADE 40 Min.C-60 symm GALVANIZED FASTENED TO STUDS L CAL W/(2)A-1/2'TEK SCREWS ON tTRICA SYMML MIN.SEPARATION INTERIOR&EXTERIOR FACE 1-CENT PMATFS W TO GLASS 2 EX (SEE SCHEDULE)?:.MT�- TER101 INTERIOR ACCESS SIDE --- ------------—---- j� ------6-(TIP.)- Ir------ --—---------- I N �(6"Min.) IN 40 <jy ni ��2)42 C2 20 201 1 Ail.0 AT�,12 ------—--- - - --------- to• EN. 41 - ----- HV HEALDER/SILL ENDS VIEW Y 3 1/4'(Typ.)-- �3 5(15"Min.) (Cont.) - -- 6 1/2'(Typ.)--- SIDE CONNECTION TO TRACK EVA BY13 -BLADE SLACK DETAIL HVF VC 6 1/2'MAX.SLACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 'Atv 1 02020 TILTECO.INC. @2020 EASTERN METAL SUPPLY. INC. % --W BERTMA HO/TM Accordion Shutter System y No.4 6 /MIE c o H.V. BLADE#1 W/OR W/O H.V.WINDOW MADE American Shutter Systems DRAWN TILUT TESTING & ENGINEERING COMPANY IEV.N� DESCRIPTION I DAM BY: M.P LD STATE 6355 NX.38M.5L.St..305.VRMM GVzDa.MCI=331V Association, Inc. 1 17-107 17121202[4[M 7/2/2020 Ph... (305)871-1530.Fax:(3051,371-1531 4268 Westroods Drive 2 1 R 91..4-1. WIN CA- 3 0000719st Palm Becch, FL 33407 No poN WALTER A.TILUT Jr.P.E. 20-164 Aj "LL/SIGNAT Uc.111 44167 , '�"'S URE/DATE FLORIDA SHEET 6 20 OF 20