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HomeMy WebLinkAboutProduct Approval ShuttersBCIS Home iFloil{�� Log In User Registration Hot Topics ,. Product Approval USER: Public User 7 3: a Submit e Surchar 9 Slats & Facts Publications Contact Us BCIS Site 11 Map Links Search P[od� ov I e > pmdp�t ar gpnUcatio�SBirti n =- c � 9pptl�tlon Ica > A PPlleation. Detail FL * Application Type `389-R10 Code Version on Application Status 02 pproved Comments Archived Product Manufacturer Address/Phone/Email American Shutter Systems Association, Inc, 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/phone/Email Category Subcategory CACcordlon Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A., Tillit, Jr. P E. Evaluation Report Florida Ucense Quality Assurance Entity PE-44167 Natl c editation and Management Institute Quality Assurance Contract Expiration Date Validated By 12131,202 John Henry Kampmann Jr. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Validation Checklist - Hardcopy Received :-�1 1 Lil COX CG S y�iLe bF3.nsj� awfiaw ASTM E-1886 Year ASTM E-1996 2012 ASTM E-330 2012 TAS 201, 202, 203 2002 1994 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/1S/2020 11/06/2020 11/06/2020 12/15/2020 P7odair Plumber or Name 389.1 Bertha HV Accordion Shutter - Blade 3 - (Non-HVHZ) - Drwg 20-165 Limits of Use Approved for use In roved for use outsideZHVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D".Max span is 12'-3" for 40 psf positive ASD load and 13'-0" for 35 psf negative ASD load the HV3 blade w/o window blade,W-2" for 110 psf ASD load for HV3 blade w/o window blade and W-11" for 62 psf, 9'-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. I Bertha HV Accordion Shutter -Blade 1 Only- (Non-HVHZ)- Drwg 20-164 Limits of use _ _..._ ____.--•__ Approved for use In HVHZ: No Approved for use Outside'HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D': Max. Span is 16'-0" for 30 p.s.f negative ASD load depending on centermates and locking rod configuration for the HV1 blade, W-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 HViA working in unison. See sheets 7, 11 and 20 respectively of installation drawirlas for. other en- — 389.3 Bertha HV Accordion Shutter- d COMBO- (Non-HVHZ)- Drwg 20-163 Limits of Use - -"-- -- — --- APProved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. Yes Design Pressure: N/A S.f ASD load fouOther. ade 1 Large and nie,-o" or Blade 2.x. ' See schedulan at 30 es on sheet 12, 25 and 28 respectively Description Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Installation Instructions i'I-939 '10I-DFBWING SM t3llaQF3 j,.1� Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports rl-J s R10 8 - PER :lSsA BI nnr_3 pfJF Created by Independent Third Party: Yes Extruded aluminum Interlocking lades retained by tracks (top and bottom) for storm protection Installation Instructions — FI3it9- R1a II i]Rlnrmlr nSS , Ldf Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports 'fin l;xa he PFR AssA 13 +�D tiff. Created by Independent Third Party: Yes Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Installation instructions F'082 RZU TF 13RW ogs/A E3LAfliF9 Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports I L309 t110 Ai-- R A--S rrl ©Dp:l -5 oc� Created by Independent Third Party: Yes C-§ :: dal Blair Stane Road Tallaha ea F 2 phone• 85_ p_ gg�183�y The State of Florida Is an ANEW employer. cyaFys(nht�o07-zols - -. lorida. ;; PrtVaCV Statamenk •• Under Florida law, email addressethe s are public records. hone If you do not want your e-mail address released In pane to a public -records request, ddn— of send electronic FlorProvided dmaybe Statutes, e dmail to this entity. fo October 2012, licensees Ilce sor ed un er Ch ptenal r 45If 5, F.S. must provide the Department with an, email address If they have one. The emalis provided maybe used for offidal rommunlcatton with the licensee. However email addresses are public record. If you do ou have any questions, Please contact n t wish to Supplyp a Personal address, Please' Provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455,.F.S., please dick yg_e D Product Approval Accepts: IR ED M120,011 cCtaek ;; Cr€:ciat C:farci Safe GENERAL NOTES: BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.EJ7.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 202D (711t E7NRON1)OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM SHALL NOT at 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 INSrALLM WITH A DIRECTIONALITY FACTOR Kd.0.85, USING SHEETS ON SHEETS it THRU 15, 19 & 20. SAASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.) DESIGN PRESSURE RATINGS INDICATED IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TD A.S.D. DESIGN WIND LOADS Or MULTIPLYING THEM BY 0.6 IN ORDERTO 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 F. INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS M USED IN THEIR ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FAS7EN[DTS IN WOE. BERTHA N.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 ATL REPORTS: -HV BLADE G) #0214.01-03. 00715.01-03, #1004.01-05, #1214.01-05. #0317.02-06, dO609.01-10 AND #0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1885 AND E-1996 STANDARDS (MISSILE LEVEL D. WIND ZONES 1, 2 & 3) & 01220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE -HV WINDOW BLADE 0 #0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D. WIND ZONES 1. 2, 3) BASIC PROTECTION ONLY AND B 0725.01-89 AS PER TAS 202 PROTOCOL 2. HV BLADEQ AND W WINDOW BLADE (1 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14x2.75' AND 074x1.75' RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 k8i YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE W MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-TES ALLOY IS 30.0 k.1 AND 35.7 ksi FOR 6005-15 ALLOY. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 01-6 OF THE 2D15 ALUMINUM DESIGN MANUAL 5. 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 Its; MIN. TENSILE STRENGTH. AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4, 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE Ot : 12,13,14.15 AND 20 HV BLADE & ® WORKING IN UNISON: 12, 13 & 15 8. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 86'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT 85'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 70 BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SCAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN COYTINUOUS CONTACT WITH THE BUILDING TO PREVENT WAND/RAIN INTRUSION. ELL/ 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 W AND HD CEMERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHIfTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUODNG 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 WERE PERMIT IS APPLIED TO. 13. (0) THIS P.ED. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORUATION FOR A SITE SPECIFIC PROJECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. (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 THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (a) THIS P.E.D. WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.ED. ENGINEER SWILL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SFAL. AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. Itiilllll CNh 02020 TILTECO, INC. /TIL E b O INC. ' No, 44137 —T J *O TE 'O L STATE ', S- A''• FCORI ""FSI •.....- hiMAlel. F � - � �� . `V ` TILLIT TESTING & ENGINEERING COMPANY e]SS N.,1. ]ESN. SL., file. ]OS, V. FU (=5)8ARcM. rLWGA1-153 37 Pnono : (305)871-1530 . Fax : (305)971-+531 -mal Ste.C.d... a CA-0006719 WLTE uTIL®i:,6E G p� d. FAI /SIr1NATup;r/nA71= TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY W-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2: HV III en n AND HV WINDOW Ben �(A) (WH R APP I .eRI 1 TYPICAL SHUTTER ELEVATION & NOTES ON LACKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CE NTERMATE DETAILS W SHEET 8 CINTERMATE ALTERNATING DETAILS FW SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 AREA 3' HV WINDOW BLADE 64 ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW B ep C1� ON Y INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA Aw&S.A. American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ligh Velocity Hurricane EASTERN METAL SUPPLY, INC. Accordion Shutter System KV. BLADE #1 W/ OR W/O FLV, WOW BLADE 1 y1 1 DRAWING No ' I 20-164 f0A 1YIttaOi/ �B iV o ��� ti76• of 454 4.385" !---- COVER UNDER US PATENT # 5458 9 1 A HV WINDOIN_._01AB e LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063-T6 ALLOY AND TEMPER _ o 0 •l 0.072 l —•• q_ 0.072" ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE,a 6063-T6 ALLOY AND TEMPER _. o .-'-.083- _ i_.O8S - `..O60i n'. .060" 6.S1 i - l�3 11 HV CEILING HEADER 0 LIFIED FOR USE W/ HV BLADEOONLY, SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER 16 SIDE ANGLES OUAUFIED FOR USE W/ HV BLADE Q 6063-TS ALLOY AND TEMPER ( H) UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE 10 6005-75 ALLOY AND TEMPER (7)HV ADJ. ADAPTER WAIP OUAUFIED FOR USE W/ HV BLADE 0 6063-T6 ALLOY AND TEMPER N:. VARIES - 1_ 1.915_- r •--' Mo • j -- . � 1 10D' A60• 01 Lv. jjj I ip HV HEADER,/SILL QUAUFIED FOR USE W/ HV BLADE OONLY 6063-TS ALLOYY AND TEMPER n a� ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE 1Q ONLY. 6063-T6 ALLOY AND TEMPER 0_4P•' EPj, No. 441 9 STATE C O •. F ZORID I lZ 1.49r Op• Q5 HV 90•118 STARTER QUALIFIED FOR USE W/ HV BLADE 0 6063-T6 ALLOY AND TEMPER 5053-T6 ALLOY AND TEMPER �:2 Zvi \. aI"i C0 2.670" r—� 4 .ri Q72 o d {{{��� .994'� �67 1.000" 1842" io ly o 615'I 3.09Y _I^ F-7 ' ©HV WALK —OVER TRACK 1—- tlzs�a 92O QUALIFIED FOR USE W/ HV RE TRA k BLADE U ALLOY AND TEMPERLADE FOR �6063-T6 Q1 ONL1'- �UA ALLOY AND TEM -L9s6" - — _ .09;67Di CAF.' 1jj"`093" "! o; �S;670r 13 HDCEILING HEADER/SILL ._ 3,529QUALIFIED FOR USE W/ HV BLADE L HEADS SIL SEE SECTIONS FOR VALIDITY. IAtUFlED FOR USE W/ HV' 6063-TG ALLOY AND TEMPER LADES ONLY. COMPONENT A B T1 T2 171 2' 15" MAX. I 1 18 2" 15' MAX.! 0.192" 1 0.192' - 2.5- 7MAX. t 0.190" , 0.190" 2' 15. MAX.: 0.139" 0.131' i V2020 TILTECO, INC. b () IN.. TILUT TESTING do ENGINEERING COMPANY 6355 N.W. 36M. SL. St- 30. VAIVOM GRIMM FL MMA 33 Phone : (305)571-1530 . F- : (305)871-1531 • .a: tat•wo•a<— CA-CM6719 WALTER A. T1LLIT Jr. P.E TE RMIDA Lk- f 44167 i- x Y t > 2' 2" iO.125' 3' 3" "0.090- 4 .. ( CORNER POSTS QUALIFIED FOR USE W/ HV BLADE Q 6063-T6 ALLOY AND TEMPER A®S■S■AB American Shuffer Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 1® HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE G1 6063-TG ALLOY AND TEMPER CODE (Mon High velocity Hurricane Zon1 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTPj Accordion Shutter System H,V. BADE #1 W/ OR W/0 H.V. WNW BLADE CAWING N0 20-164 JUALIHEU FUR, USE 1V/ HV BLADE(1)& A ONLY 6063- LLOY AND TEMPS i y7✓ ` ;U.uaO% 7T ' NV FLOATING C QUAED FOR USE W/ HV 1 6063-76 ALLOY AND 2.a74• �_1�7sfiy.%ZZI - s o' Dbti1 nn o' 1/4'-20x1/ • 1/U. �-D!E OAST ,- T'"--" -.: TNAGDED r 1 OtSDIG 1DLAv¢ (2 A � BPANTED i I Ni a�Sq•�J 7 t L-' • -_ -I ry ! WNs CYUNam g n .� .�� P&WE�D) uv CNROYE �' ® ...-LOOK ONLY //��,3.023' Y i_875.j QUALIFIED FOR USE HV (21 C T BLADE( & NLY. PLAN FRONT ELEVATION @ HV MALE " " LOCK CTE E R LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY QUALIFIED FOR USE W/ HV BLADE 1QONLY 6063-TS ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 1.@17 _• _ I ni 214' 31 HD C 0 OC IN OUALI R USE W/ HV E(1)& A O63-T6 ALLOY AND TEMPER _VAR05, 12' MIN. _ 1/4' 0-20 SS. OR 3/6'0-16 ACETAL TRUIPMOREWS. (SEE DEIADS) o LOCKING RODD " QUALIFIED 6D63-T R USE OY AND EMPAR E O A 05)INSTALLATION WI QUIRE A 7/ w 6063-T6 ALLOY AND TEMPER 1.130_I I J }iV 3/8"0-16 ACETAL THUMBSCREWS 0 ALIFIED FOR USE W/ HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER 4.045_, __�•2t, 1 2.079' _1.753' 1 f , d I NI '.. n m: I .,Oe4• � I �W2J HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK QUALIFIED FOR USE W/ HV BLADE(I)ONLY 6063-T6 ALLOY AND TEMPE QUALIFIED FOR USE W/HV BLADE 10 ONLY. i3 C T E'S INSgRT QUALIFIED FOR USE W/ HV BLADE 1 & 6D63-T6 ALLOY AND TEMPER . t1/2' 41- • —I L.1/a•D ITV 1 /4" 0-20 AISI 304 STILES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1Q ��h �+• 1(�%T���ii 02020 TL7ECO, INC. No.44 L�IL �EC 67IS 11Nc. TILUT TESTING & ENGINEERING COMPANY 6355 R.W. 36Ut SL. Sta. 305, WRGM GARDENS, FLORIDA 33 S*TM TATE F ��'Zo ��ORI P Ph-- : (305)871-1530 . I= : (305)871-1a31 sl � e- L at4aaaaol.wm CA-0008719 CRAI /cirwaTi io /nATC- /411111 WALTER A 71L Jr. P.E.1//1 FLORIDA UO 144167 EO PANTED EGRESS , 1 - xN0& SPSPAM CYLNDER (0,11ME PRATED) HV EGRESS LOCK n2so• O.D. - ls• . HEAD o r SCREW , EM I,:825_i dl 360" AFTER RIVETING 4"�-20 x 3/4" E. - RIVETING *SEMES 94" ALNANUN 2024-13 ALL" URGE FLANGE TNW hT1P-{Ri, PARE 0820. AS MANUFACTURED SY AVDEL CHERRY PEW. NEW JERSEY 07054 OR EQUAL ® HV ALTERNATIVE LOCK QUALIFIED FOg USE W/ HV BLADE 1 ONLY. THUMBTURN CYLINDER OR KEY CYLINDER I 0.875• Min. 1 .125' Max. ai i . iNUNDTURN CYLINDER OR KEY ♦ 11.57' Mfni CYDNDER -' 7.78 Max. ® M LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE 1O& QA FLORIDA BUILDING CODE (Non High Velocity Hurricane ® 2020 EASTERN METAL SUPPLY. INC. AwS. A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 now." a "w n w TM Accordion Shutter System RV TAME 91 W/ OR W/0 KV WNW I AOE AWING No 20-164 SHUTTER ASSEMBLY SCHEDULE FOR HV n HV 61 HV BLADE 1 ® 1 V BLADE 1A W10 ® HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING ® ® HV NYLON HAT WASHER ^ ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870.0/16" THICK NYLON WHEEL. 0.188*0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD �©3 HV 2 3/4' ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW jE OOR ® NNE ®3 PLC EXTERIOR ©OR @ 1 il;1---@ ., @ MI N1 _1 L75.0 1 j ~12' aLA E. - I C (T FO'tU.KIE ...� ;) L.- I LFLAT . _.a7�•p —I1: run EOUIREMENTS) I I OOR (� j a PIN REgUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR Fiv W t 2ti II 1 1 _ 1O OR (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR 3® NNE BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1@ OR L` HV t® BLADE. TYPICAL SHUTTER ASSF_MBLY N.T.S. (2) HV PIN @ MAY BE USED IN LIEU OF (9 AND ONLY AT 42 OR AT HY PIN O EXTTRR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM NJ/ HV Q BLADE WHEN CORRESPONDING TO INSTALLATION "11 ", SHEET PG.324' I BLADE'S KNUCKLE. '. ; (SEE FOR 7. .D48-V- TYP. 1 UIR REQUIREMENTS) I (3) HV PIN OR 3 W 1 2" 0-D. 1/16" THICK S.S. WASHER SHALL 6E USED " 4J 1 0 FOR DIRECT MOUNT iNSTAL�TION PER DETAIL X, SHEET ® , . -, 1 -" i11 WHEEL CARRIAGE DETAIL ASSEMBLY LAYOl1T N.f 5 — I N 0625" 1a75• r-�rT -_�—�_ - --1 BLADE .0625" r�6'1 X X •0625U .C625- 2 7/8' LIX! I j -- 11+v WINDOW .LEAK SEPARA710N' # 3 Os.cO .0625e3.>5o0' alACE 1r * 5 34EMON „may _ OPENINGS �I ON CANTERS �•+ 7 �^, 2 1/4'! E6hFD. EI atvAncr I arm 111TASS 1; TYPICAL HV WINDOW BLADE i AND - - I POLYCARB.ONATE HV WINDOW DETAIL N.T S. 4' FOLYCARBONATE IMPACT RESISTANT H'✓ YdIUDOW BAYER MAKROLON 3103 POLYCARBONATE lz' wN. �A�Ak,CE RESINS, UV —STABILIZED GRADE OR SABIC TO BLADE 81 T A INNOVATIVE PLASTIC LE)(AN 103 RESIN (SEE NOTE "F" ON SHEET 19). EXTERIOR 4 HV BLADE SOLID & 1A HV WINDOW BLADE DETAILS N.I.S. POLYCAR80NATE SOURCES FOR 44 APPLrk E FENS TFCtL PROPMES SrA%MAR0 REFU' iCE w^cs./ac 1N:uma.na �nwTe � _ 9TQ;`1C cpnNr'r ASM D52 0.043 n/m' O.D43 eAm• MISLE Y9= Staf.11TN A= D630 SAW p i. 9,800 p.x/ TLeallik Sr iA_„TH AT WTID ASD. WO 12,T„7p Py. 13,400 FLMPiL IIOGILOS ASU D7,W 340=0 Ps 343.x0 p.+1. 1:0;atD eoD AM 32M AST. Di043 to R-r 47.2 .^. 17 rr-roI 645 S YAx S"On PATC G V"a"G ASTM C635 0-1 CLASS C-1 CLh58 s L` IOmm ASM D1029 IC40 '% 9ea T A=mt'g: ASTM 0155 TOME SL1frs61X A.'TDt 'l,EATrr,."!S AS:IA 633 902 P++ G840 p.Ai. TEE STPTss E�50.TE W7ATP71l , As, 074 ease Px.'. 43G0 pAl. KUNDA BUIiD1NG CODE (Non High Velocity Hurricane Zone; a 111 ii1 u 92020 TIL7EC0, INC. 0202D EASTERN METAL. SUPPLY, INC. BERTHA HV;, ,- Accordion . �10EA l�p��•,� �6 sF i L E C ®,.-• ® Accordion Shutter System �: H,V. BLADE #1 W/ OR W/O H.v 1MNDDN! BLADE NO 6�` �' American Shutter S tems 5 Yr: T1LUT TESTING & ENGINEERING COMPANY %� EV. N DLSCRIP710N oATE OPAWT7 BY: M.p 574 N.CI. 381h St, 5'e 30], ViG9 A GV p@ 5, nAGV 331 Assoefation, Inc. 1 OLD 17_107 Dz 67E 7�2/2020 STATE I F F!'=6 : (M5)871-1530 . Fox : (305)871-1531 4268 Westroads Drive 2 e-mail: vnc:0000fO West Pclm Beech, FL 33407 3 DRAWING No '`F•. �ORIL o r' CL-000019 20— 164 (� r WALTER a PUH Jr. P.E. 4 ,'///�`•InAIAt ':S.p\\ Al /Cl/•AtAT110C /ffATl- FLGRIDA L;C. 0 44167 " „__ SEE END - CONNECTION DETAILS ON SHEETS 10 & 18 TYP. FULL HEIGHT. ®•®O1 r 3 %t � i l 7 I 1 l I 1 Av IF xDC-Hvc Oil I I � =�=Mg' 1 ! 1 II ;� I ® 1 � I I ! 1 D• r E 6.1 Q> (K• L � •� P O R V W Y n �% Oi®px ©. OCROoR1Q ♦i15i Qi l 8O. 18m+©9. 13ox19•�5«t17•� TYPICAL 1: HV BLADE SHUTTER ELEVATION N.T.S. wa � 2soa� OF CORNER CENTERMATE *NOTES ON HV LOCKS AND CENTI:RMATES' L MANMTORY CONDITION ALL ONE HV LOCK ® or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BEJ�OW (g2 OF SHUTTER SPAN FOR SPANS UP TO 105 AND FOR NST TIONS T ANY ELEVATION. HV LOCK I� or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED To Oft o CENTERMATES W/(2) 1/4'0-20 x 1/2' LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2• p Lil. IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO 7W0 HV LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES C OR C SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. /2 IS USELI gffQbl V MUD ONIY WHEN MOW= COMMON #I OR LIMED MANDATORY CONDITION N.V. Lnr!rSl LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSTDON, BUr MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS i@ OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION /2. ONE HV LOCK ® (& SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 22 or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 2� CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & (i07j'OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. LIYJINLIAIIUNa Al r T GLGVADUN. ALILKNATE LOCK g§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-200/4' S.S. THUMBSCREW TO C OR ® CENTIU MATES SHALL BE MADE W/ 1/4 C-20x3/4- ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. B. MANDATORY CONDITION i3 FOR KEYSTONE MOUNTING INSTALLATTONc• ONE HV LOCK ® or ® or @ SI4ALL 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 SV, AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK C' or 0 or ® MAY BE USED AS AN INSIDE DR OUTSIDE LOCK, ATTACHED TO C or ® SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2' LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS @ W/ OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND CENTERMATES� 1. SECOND ALTERNATE M MANDATORY CONDITION +1 VAUD ONLY FOR HV '1" LOCK ®_ • AND CFN1ERA IM a AND 9�L- ONE ALTERNATE HV -r LOCK S0 MAY BE INSTALLED N UEU OF HV LOCKS ® OR C FOR ANY SPAN AND INSTAIIATIOIJ AT ANY ELEVATION. AL7�RRATE LOCK ®�AAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK INCLUDES USING REINFORCING LOCKER �7 AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES ® AND V299 W/ 1/470-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8.0 x 3/32' WNGNUT OR W/ 1/4"0-20Y1' S.S.M.S. INTO A 1/4'0x 5/8' RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS U TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES' 1. H� LOCK .L W/ HO CENMWATES 41 OR (a2 W/ rS : ONE ALTERNATE HD LOCK & MAYBE USED IN LIED OF HV LOCKS i25 OR 12S FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK @4 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK TO ® IS W/ 3 ®8 x 3/8- F.H. S.S.MS., AND INCLUDES REINFORCEMENT INSERTAS SHOWN ON SECTIONS RDB- AND HDC-HVC, SHEET to. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ® IS COMPLETELY OPTIONAL IL 111 02020 TILIECO. INC. © 2020 EASTERN METAL SUPPLY, INC. HV 13ERTHA TM r Accordion Shutter System 11LIECO,ric. AmSeSoAli KV. BLADE #1 W/ OR W/O Kv WN]OW BLADE No. 441 rTILLIT TESTING &ENGINEERING COMPANY AmeNcan Shutter SystBrn3 EV. N DESCRIPTION DATE oRAWN ar: NP Association,Inc.I OLD 17-107 /2/2D2 DATE T z e36S N.W. 36N. SL, St.. 705, V71rAaA GARDQlS, FIDFBW 33I6 Inc2020 / / STATE 0 P^wa (305)e71-1530 •Fax , (3as)sTl-Is3Y 4268 Westroods Drive 2 �90 :•, /� : ���iii a-ma0: oAecooaW.wm DRAWING No DRI r West Palm Beach, FL 33407 3 cn-Doas�le c / ��s �C. `� WALTER A. TILOr Jr. P.E. 4 I 20— 64 n���'l �G ��Lrnl /elr_6lnrnor�nerr FlORIm' Da g utw 5 cuee-T E. T r POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED O POURED _ONCRETE ANCHORS POURED CONCRETE - -- CONCRETE__ i (SEE SCHEDULE ON OR CONCRETE BLOCK REQUIRED i SHEET 13) REQUIRED 1/4b-20.3/4' S.S. r• y-- ~„ r 17 i 8 r-7 may` CONCRETE ANCHORS { MACHINE SCREWS if rr , O r� E (SEE UMRNGSCN shm 7) Y �! 7 (CON, ON W/ 1/4'-20 / 1• - I/r %/// / t SHEET 13) NUTS ® 12' O.C. 1 % Min • i -1/4'0-20.3/4' S.S. ,, i I• > - = tt EQEQ �� MACHINE SCREWS ! / / I Min. (' 1�• j'� I ( 1 USING 1/4-20 NUTS t �j--- ------ t-,ED .EO -1 ) Max rill 13 oR 15 E y`Y �•} �•• - /.i p \ ,� t t I 250' Mox. ii E! D.► r �_.. \ I IL'. - II ' _ 280• ls' JE.D.•, I i i i iff` ' Max. ! \ E'. `OPTIONAL u 1 � yi � ( % D.i • i 6 Y I ,'! i�r �� OPTIONAL { Ir I 77 DR �` E%ISTING MIN. SEPARATION TO CLASS t 1� i- MIN. SEPARATION TO GLASS •!j �' - "- v GLASS-'� (SEE SCHEDULE ON SHEET II)-"ex'�':� tl •� (SEE SCHEDULE ON SHEEP 11) Ili I r __ ___�._._ _-_�_.....-__-. __ .. _ e 1 . - �.--.-©HV WALL HEADER INSTALLATION MYL. WALL HEADER INSTALLATION + KEYSTONE _..P- + i MIN. SEPARATION TO GLASS i A I E '1 L , 1 1 1�OR ® I' I---} IXISRNG (SEE SCHEDULE ON SHEET 11). T _�_. 1t i ' CEr, l` MIN. SEPARATION TO GLASS D P I CLASS :+R fl�l (SEE SCHEDULE ON SHEET 11)� I �: 1i I , III I[u' r N[eE a f OPTIONAL I�� s LSTasnN,.„w.,, a Igq I�! {�' +.•r -� ` , ' . Il �l �l iI I i.i ' it err -�r ! ! : Y I JE• ni ;7� /' \ i i i i 1/4'j I,,- OPTIONAL /4' Max. �I 1i l I 1 Ed' i : I t i -71 13 ! r! ! • —L �i�l' - - OR O 114 "' � � I N '•�/ ri � _ _ 19 OR ' 1/4.0-20x3/4' S.S. 1' 'Min. '-.ED ED.-= PHILLIPS TRUSS HEAD ,/ •' ( ! r• , MACHINE SCRf:YlS USING ice- `µ _,l - CONCRETE ANCHORS 7pU55 HEAD MACHINE SCREWS —CONCRETE ANCHORS ! '- 17 18 / �SL SCHEDULE ON SHE 13) lr r i` It 1' 1/4'-2D NUTS IP 12' O.C. - (SEE SCHEDULE ON W/ 1/4'-20 NUTS ®12' C.C. Min.- POURED CONCRETE--' SHEET 13) —�! OR CONCRETE BLOCK .CONCRETE ANCHORS REQUIRED INS O POURED CONCRETE f r SHEET 14) SCHEDULE ON F) HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL. REQUIRED O HV WALL SILL INSTALLATION NOTE FOR C9M�fN��O I�QF SECTIONS: 1- SEE SHEET 4 FOR TYPICAL SHUTTER . E D. _ EDGE DISTANCE INSTALLATION DETAILS W/ ASSEMBLY • SEE LIMITATIONS OF USE FOR •� 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS IN ANY WAY TO SUIT ANY INSTALLATION. ON SHEEP 13) BLADE to ON SHEET 19 1,% I7 Y LJ`, BLADE Will 1(r, }�. • .. � .` VON ' � ' ' NO.441 7 *: < * :�rr�,TILLIT STATE 0 'tQ1e+� :)O'•, F ,,���.• �OglO •tia I /clr_Men IOC/nATr 02020 TILTECO, INC. S � E c o ,a°' FLORIDA BUILDING p ��++ //�� �� � a �7 ®Ii� American Shutter Systems y Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zone 02020 EASTERN METAL SUPPLY, INC. BERTHA f7�T:J Accordion Shutter System KV. BLADE #1 W/ OR W/o Kv WINDOW BLADE TESTING &ENGINEERING COMPANY rise N-W. 350. 5'-- SIn say, YIH6M GARIIFAS. NORRA 3316 Phone : (305)871-1530 . Fa:: (305)871-1531 �el•�n WALTER 0. LAN Jr. P.E. FLORIDA U.. 9 44167 w. It OTscrRlmoxDAZEV___ Mr 1 OLD 17-107 /2/2022/2020 2 No 164 s 4 POURED CONCRETE ANCHORS _ CONCRETE --� _ _ (SEE SCHEDULE ON SHEET 13) 'o' , --- --- --- (1 -OR REGUtRc-D \ J EDGE OF -� 7SU7 raJ e/L:E' a 1 EXISTDIG I I -� i-C TO GeJMAS' ON' ✓/ ON S M 19 ITR 5•-� i ! ` r. E' D� / APPLICABLE EXISTINrLASGJ,It gJFET i,J i ALTERVaTE�; ! ,i�fr /i'✓ //// /.. i ANCHOR `f• �� ! .1 f LOCATL011 EXISTING DR 15 z ) 1 ' II r- 1104/4° HEX V/ASHER HEAD ( t j , I / : i t /. i rlti �" iI J:on 3161Ua'- j " �c'LC sCREV1S ©12• o.c. I � 1, / ,f/ I j r*J I t•J J S/= uL�•- ''� r-CONCRETE ANCHORS $ / r / / EDGE OF O L. t (SEE SCHEDULE ON SHEET 13) tf� ' EC i.' // { /f /, f / SLAB IF IXiSRhJG �J J J r .Lf / r J K �''// / I`/f//! /i • y1 /,J' 0.oPUCAEL EDGE OF---i • / % i �7 % / %%rj r, p ! •I. ' , % j f / j% . '-{,'J/': f/ . 'EDGE OF a r ✓ ✓ I' ' /tli ;% f' % /,' AP�PLca�LE t still U / - r t 1/z' 1 �i %% , EDGE OF /1 i Nra ssAraa a/' TO tllu"' Lam£ n I APPLICABLE I, `,• fL'/�E.O.I.0-.:J.'•7 % f i , ,r -- 9JJB IF L.�.� --{ t t U •1 J. / J�, / %/�/�' ,. //; LL E POURED ? I __^E D. POURED-•i—f�FltiT HEAD CONCRETE ANCHORS n p POURED - :_.! 4 CONCRETE._' m sr>:T f° Tm t 1 ' OR @ CONCRETE _�"�• .� =Y / CONCRETE REQUIRED I �.. _ REQUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SHEET 14) __E. D...__. t�_.E. D.d (SEE SCHEDULE ON SHEET 14) 11 TRENCH INSTALLATION QI HV WALK —OVER INSTALLATION VAUD ONLY FOR UP TO +70. -75 PSF A.S.,. n BY_CEILING INSTALLATION (I Ii HV FLOOR INSTALLATION t DESIGN PRESSURE RATING ac FOR SPANS PER SCHEDULE 63, SHEET I - -_ O CONCRETE ANCHORSOi.L'sJ-- m .- (a - ',' (SEE SCHEDULE ON! - _--- -ts,E [cn----- IIIg . . _ ExiSI�:G 'li SHEET IS i 4'0 ITI BL%6 TAP== W I EXISTING __ i .' -'i ' ! ' IXla LNG ,_ _ __) _ - _.- _ I / A9:•in= Tla.'F"Oa ri SFaT tt J _ GLASS JaJ. s¢FannxrJ m JaAz � � -;tsu=a:caae aJ vw .tI _ � OVSS-t / 7ERtM TAY OR ,/a3 iThY6S t 4 �r1 11 ' tca aPutvr�J :o c..:a I t FAiIEM1LNS Tlb�4' + �di7iCR5 17/ I .-tom. iG i`t Ir j t 'i(FTA�VI£0.Y SiJ'.: tll 1 /• 13 }I 0IS' S'A% "'.0L 1/4' I 4' OC. FOR SP�15 URTr7, THVJ t i i Ix11 6-0' aP TO °•-O' Lf.:J[. AFFiT I j r ' SFAANT AT �F71! FAST]Si T'FM ' ll'I SJTP.J{ss+sTE)ia,sELT,f/7 _ AIS 0.3/4` HEX fE.,O.a- FSXt L't:A-T: Y (4 i 3 /a• ( Ij"T MASHER F.10 / ; MAX. nN._ yl - TcK SCR , .T= gp CONT. SMJ°ft -- •f_� ^ . T-_ T.. _. _ . #1 `.3/4' HEX HEAD 1 3/8• ` Y 0 12' O.C. / / 8 i i N' �c _ `S -' TIX CREWS ®9' O.C. 1 J sN ,l.,3/E• J : 1 .. ;'. `` i'�%ei _ OR 1/4'0-20 5.S. M.S. CONCRETE ANCHORS L-2L.'�_7' - y ; /,' „ 9 --- 6+ 7 r �j - 91ax3/4' s.vs I I• I E r l :'�. 17'/ NUT a 9' O.C. (SEE SCHEDULE ON • 1 2 O O y 1 t I t 1 ••L J f %//. 1' 1I4b-lost/4' S5 US SHEET 1 - "- !f/ ,• USlNC t(66-20 "9;7g -$ii.. ._ ..i.. ) i 1:t O°RO IU).. '. ,•• i%%/ 0 12'O.C. /. 17 18 /2. i 1' I • . Ex cTc nYR srRU ruRu AN, 17 4 _i, �; 2.00. iIIN. � TRW CD.COPATIVE i /' EDGE CF i l' , �^ '/ ` 7/8•--' -'-. SL7.9 IF '1 , .-_'� ,�•' ,ax3 hdlN. ) -" - APPLICABLE.",'-_ tl -. CONCRETE ANCHORS e C a• O.C. EH. S.D.S. _ i -SEE NOTE 13(b) -! - _ FOUn� Co%Ctr1E E.D.•:__ - POURED CONCRETE -- (SEE SCHEDULE ON CN SItEET 1 'SEE MOTE 13rb - - - REWR:D L' _ ,. _ L_�__. �. ,/°"-_•_,1 _� i D._��_ _ 'L'-=_-� - OR CONCRETE OL oa SHEET 14) POURED CONCRETE ON SHEET 1 t) _ )PTIONAL- REQUIRED OR CONCRETE BLOCK co�cLI J HV WALL FLOOR INSTAL! eT(nN ' REQU:Rm K�YSTOH� MOUNTING INSiA t er(nu RECUR �J HV WALL Y'JALK—OVER INSTALLATION u-+xivw Aso. c «J PRESSURE• +s4,-n_ + 0) HV RAINGd9AOn We'rAI I ATD"=u ION � NnTF• NOTE FOR CO.uB'IIATO•' 0- 9 CTIOYS: t THIS INSTALLATICN SFil! L BE E. D. - EDGE DISTANCE REMOVABLE VJHEN PERFORMED I- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECInCATIONS ON SHEET 13) ADJA,-ZNT TO 0 ENTRANCE Iva OPERABLE EXIT SSEE1©O NSO US°E FOR ASSEMBLY 2- MOUNTING SECTIONS CAN BE C0M3_NED IN IN ANY WAY 70 SUIT ANY INSTALfATiOTI. - INSTALLATION DETAILS wz (D HV ®LADE FWRIDA BUILDING CODE (Non High Velocity Hurricane Zon II'lll itJ4 % 02020 M7EC0, INO- © 2020 EASTERN METAL SUPPLY, IIC. :'s: '��cEr� F •. 9 , 1 �EC �Ne BERTHA HVT,, Accordion Shutter No. 44 67 we B System L = _ r1U �Lp TILUT TESTING Ft ENGINEERING COtAPANY American Shuffer S st©ms Y � #1 w/ OR w/o KV. WNMW SLAM STATE F . S9� .• °7� 11'p' Y6Ui' u• s°• =09•'"L° Gwlrrs, TLDRmJ, 331 Ph- : (305)877-1530 Fa.: Association, Inc. 4258 DE^.CR,PTION DATEORA'hN HY: HP OLD 17-107 /2/202 DATE 7/2/2020 �. ` ORI� . (3D5)871 -1531 °-mRR: VA-0°o1 CA-0006719alm Nlestraads �riVO hest P. Beach, FL 33407 p s DRAWING No ,'7j7i7s�✓NAL/StrKIATI IGC JnATC A. in �RG�A Lc a 44167E a 20-164 SJEE- END WALL CO ` • * SEE NOTES ON LOCKING RODS © , HV LOM 0 .r OUT 9J{ I ' IN `r EXISTING GLASS INSTALLATIONS W j •1 HV ** AND ALTERNATE HV LOCI ® ON SKEET 5. BIADE SIHCIf DETAIL HVi IS VALID FOR ALL BLADE WZ HV CENTERMATES ENTERNATES APPLKATIDN WITH BLADEo ©®0000© .,a .x 6 + 7 an 8 a+10 • � (2j) y OR SEE END WALL CONNECTION 3�p+®ox EXISTING GLASS IDETAILTS S ON SHEE10 & 18— Or— — — — — -- — — — — — — — — — — — — — i 1 2•Q'd/810'-M• I O+®oa ©9•©oR t9•©5 31/4".�_. 7• (6063-76 ALLO» ALUM. ANCLE W/(2) 1/4.0 TAPCON ' 1/2• ort a I j OPPOSING - 1 ANCHORS ro CONCRETE ®® I SYMMETRYCAL (roP/DorroN) �_ I CENTERMATES /^ CENTERMATES ! (4)�IDx1/2" S.N.S. TO TUBE I #10x3/e S.M.S. ® 12• r W / HV LOCK , Or, 5 _ ��yc I MIN. SETO C MTION i AT EACH ANGLE (r&) { ' I { , �'/� O.C. FILL LENGHT, j' ! / J I Wf HV LOCK 6 or {"LS' (SEE SCHEDULE E i - I. fr " ®� (C91 35 * IN (3 i ON SNEEr 11) ` _� 1------------- - - --- --% ----- ------ ----�+�. -- - - — 11 I Qo• n IA1/2O --2.--j- • , ! t 1. /•�'`r� a, \! J 'ty w '"- ° + r i.�`S m ® `jj� p � , O ---- p�®oa©+O°P®�to •per �. - C ® HVAHVB OUT ®m 6w-1 HVC ©«O • 8 on - _ EXISTING GLASS POURED r OR CONCRETEBLOCKWALL t 0 + ®5 Q ©• pa+Q+® Ltt I REOULRED EXISTING ; 5 eoxt e�Rs« 7.R i SYMMETRICAL ^*--- I� 6 7 t 6 •tam -- - ":1 — 8 5 EXISTING ^ MIN. SEPARATION O O ©O O ® ( �1�) CENTERMATES 6 5 « To GLASS /� ) — � GLASS I m V * O ®��' ®°A®• O.R (SEE SCHEDULE 105 / — — �- — OR ©. ® — — * ! W V LOC 6OPTONAL i ®• ®oRQ• ®aR t J • ON SHEET 11) (INTERIOR) MIN. SEPARATION', r (SEEOSC GLASS IN OPTIONAL ON SHEET 11) (INTERIOR) I OUT i------ � �-_Y� ;'�• '� s %MICEHO S ®•• > •,f ----- -- - -� Ncf! �0--'t' �- - vAdlEs= 16- D.C. 1' t35 ;ate 1 I / 3 i VARIES. a ®``���777 v '-.{•7 Ti w ® �UT 6 1/2' MAX. SLACK �J _ f HVD V OUT C ' 3 (PRIOR) HVE HVF** FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone "!IVIRli l�rp�02020 TRTECO, INC. 02020 EASTERN METAL SUPPLY, INC. E O 11d c. Accordion Shutter System No. 44 67BERTHA HVT?A � _ to ® e ® KK BLADE #1 W/ OR W/o Kv WINDOW BADE * �k *= TILLIT TESTING g ENGINEERING COMPANY American Shutter Systems ICY. N DESCRIPTION DATE DRAWN BY: N.P STATE F 20� 6S55 N.W. 760` 6w St.. GUM .ORMA 331. Association, Inc. 1 OLD n-1m /2/202oA1E 7/2/2020 "9 Phan.: (305)871-1530 . Fox : (305)871-1531 4268 Westroads Drive 2 '4�b;*. FCOR► P, 4. a-mo�UT 6o0.ol.mm West Palm Beach, FL 33407 R. DRAWING 64 A,SEAL/SIGNATURE/DATE WHOA U. A. e "76 E ° SHEET s 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK f30 HV MALE/FEMALE "T" LOCKS CENTERMATES t8) 9 & LOCKERS at W-1 In HV BLADE SEE END CONN CEIGN DETAILS AY 4 HME En A. 18 OUT � I IN `%°a`°"`S5 NIAOEOsTACN UEf/1L RVE, UDICATED ON SHEkR 6. ®N'®�©• oftb� �a AS WF31 AS YTHIS SAL FLOATING USE®TTETAO. MW_IKJ . 7 8 10 • 3 IhDIOTTEO ON 1NIS SHET:T. MAY BE USED E1TiF 7705 ALIERWI 1 i�Oi•[^51.Ii�71.li�aA.Ah— INSTALLATION OEMIL RM SHOWN IN rMS SHEET. 14 * SEE NOTE 6 FDR NV Lca(p . T• LOCH. ON SHEET 5. t SEEM 9"4 ALUMINUM (2024-13 ALLOY) URGE FLANGE THIN SHM NUISERT. PART d a610. AS YANURRY FAcnmm 6r AVDEL CROW Tf7RORN. PARSIPPENY. NEW JERSEY 07054 OR EQUAL INSTALLATION 0 HV BLADE W/ HD CENTERMATES 0, & , & I ; L-----_--_ I IENSMT. — — — — — — — — — — - - - - - _____ --, .-,----_--- ---- , ---------i- —SLL.O TY .T" (a)N.v.'--P�HV IN PINS �- . 11/ 4 irPJLOCK (INSIDE) r a OUT 27- 1/4" 0-20 x 1 1/2" S.S.M.S. * W/ 7/8"0 x 3/32" WINGNUT. ©0 HV "T" LOCK (OUTSIDE) - HVG* 31 0OR C 33 \ 31 OR 32 31 E U4 -, _j ()HDB-HV13 OUT SYMMETRICAL HD CENTERMATES W Z• OCK EXTERIOR D—HVD** FLOATING STACK SEE END WUL CONNECTION----� DETADS ON SHEETS 10 R 1e i i —35* (oPnoNAL) Yft Sfi4FYON - . HDC—HVC SYMMETRICAL HP_CE_NjERMATES W/ Q?- LOCK INTERIOR) SEE NOTES ON LOCNND RODS® a Roo LOOK as SHEET 5 UNf ML FWA-M 8WO0 DUAL NOD• IS VALID FOR ALL CO RDW FPPLTITIONS WON GLADE FLMDA NUING CODE (Hon High Velocity Hurricane Zane,' 1011 11I1' trlJ ,� •........ ,,\CENS • x No. 441 *' * i o , STATE R %9�� •. CDRt z�A���`SS/ONA �A iT� �,-, %` E2020 TLTECO, wc. m■ S® Am American Shutter Systems Asaoelation, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ©2020 EASTERN NErAL SUPPLY, INC. ---- BERTHA HV-w Accordion Shutter System H.V. BADE #1 W/ OR W/o H.V. NINDOW aADE .,,• j 1��L TILUT TESTING do ENGINEERING COMPANY 6335 N.W. 3SU. St. Ste.305. VOMNA OARDUM FLORIDA 3318 Phone : (305)671-1530 . F. : (305)871-1531 e-rtwD: fiteoo®aoI-cam CA-0006719 1FLORMAALTER AU- "167 _ry, N DESCWnON DATE DRAWN Bh M.P T OLD 17-107 ,/2/me avE 7 2020 z DRAWING No 2CI-1 64 s �6i��S%FAI /SI( NATIIRF/n4TF a 5 iWFFr POURED CONCRETE OR i`� l /— POURED CONCRETE POURED CONCRETE ._POURED CONCRETE F_7 i •— r CONCRETE BLOCK WALL r / �! �` OR CONCRETE _ _ _,�\ �,—„ OR CONCRETE REQUIRED t r BLOCK WALL REQUIRED --� '� _ 1 BLOCK WALL REQUIRED t 7--_-._1 `� r--,— % OR CONCRETE •f ' 1 7 L ./ !'/ / / / — . .1 V / BLOCK WALL REQUIRED EXISTING GLASS ! ! CONCRETE ANCHOR '.....t, �/ IXISITHG CLASS !' / - � r + r' ! IXISTING GIA.SS t % •�.�/, ®16' O.C. i j, f / — j� '• F/ /� ! — y r ! / _ _ / 1 _ f 2' MIN L_ /E7�(ISfING GLASS • I �,7.— 2' MIN,: r / AWL SEPARATION F / L r UK SEPARATON / ` / ro GLLS (SEE !� MN. SERARNKW { % {'I+ % T r % •• EO��+ EQ TO dlkS (SEE / !� / f 1I FOR BIAOE MID •M1 ' ro tLULSS SEE / l • 1 i/ MN �PARUTOY / ,.i I1 ! ' / SCJEDIILE C1VMET 1 i6-x3-MAX._--_.- / 11 FOR MADE ®AND (606/3-T6) CONT. ON SIFT 19 FOR j j' f' ! oN(sNEET Y r I i ro aAss 1 (LOCATE AT �� ON SHEET 19 FOR ALUM. CLOSER MADE9 � & ® FOR ELAOE mAND r1 I ` % SCtELULE ON SHEET FOR EITHER SIDE �..Y �•` ©& ® PLATE. (LOCATE 1/2' i Ir,;__-_-� �& ® 1/,_c �, ON 94Er 19 AR OF SO) I I MADES �& AT MER SIDE MIN _ ` J I ( r 1/2' NI_N._ OF 4O) !' + I I I,• , 4' USE 1' OR 2' MAX. I / #10x1/2• s.M.S_r i� ®1ox1/2- S.M.S. - I I _ --- ® 16' O.C. ♦_-----..' ~ a 16" O.C. - y4_. ALUMINUM C6L CLIP B•xD'-2• I +� A--_—_�,•'' / (6063-T6 ALLOY) AT MIDHEIGHT,•' 1 ® / (1) 010x1/2' S.M.S. To®& t�5y_ (2)1/4'0 TAPCONS ANCHORS TO r! y `-� yI I �� , SEE DETWALL AT 1O.C. (LOCATE AT AIL X FO " I J + SLOE CONNECDO OR EITHER SIDE OF ©) (O OR G OR ( SEE DETAIL X FOR O OR ! TO iRl4^ SIDE CONNECTION i w 6 7 w R o�f0} • SEE DETAIL X FOR-; + 1 i ©w w 6 • 7 ID •®w TO TRACKS 'T®a—�"•®d �w� O O O E CONECRON � 6 TO SIDN \J ®°+©' 7O°' 80w�0 •®w ®w®•�©®m _ lo•®w®•Q® ®w 6 a TO TRACKS ®•®w©•®wp.®m ®•®w®•®ap. w ®w END CONNECTION DETAI 1U END CONNECTION DETAIL 20 END CONN DETAIL 03 END CONNECTION DETAIL j POURED CONCRETE OR • REQUIRED ONLY FOR SPANS GREATER TNlW 12'-0' EXISTING GLASS '/ REQUIRED CONCRETE BLOCK WALL !' GLASS ; +. 6CN SEPARATION ,J ®IG•1/2" S.M.$k1/2- ,l----�____________ r• TO GLASS (SEE ®16' O:CMN. SEPARATION Y r �y— I SCHEDULE ON SHEET 11 FOR MADE tQp1d7 CONCRETE MIN. OTO GLASS NSEE SHEET -T-;�.-,�-� _________<` ©OR®OROOR ON SHEET 19 FOR ANCHOR ® __I __________� r ____ I FOR MADE 0AND CCANCHOR~ �&®12' O.C. 1pN SHEET 19 '. __ ____QORQOR�OR�16'"ii 'EOMARES �& D.C. L�_—_ 9 12' MIN. �7OR� .'Ed V 2" MIN. 2' - LCOR®OR(DOR .! I SEE UMRAl10N5 OF USE FOR BLADE I ON SHEET 19 rj !' @OR©OR(9OR@OR 1© VIEW Y ,.— O OR PLAN 1 Qw0 ®w -- POURED CONCRETE OR 1Q OR ©w®w©•OO w©wT0 •®w --- gw®a©;©,®W END INSTALLATION DETAIL CONCRETE BLOCK WALL O ®w©•�©•®w REQUIRED � f 0 • 10 • ©O•©w©•O ®w ©•O•©3-063w �) HV BLADE OR f A HV WINDOW BLADE INTO CONCRETE OR END CONNECTCONCRETE BLOCK WALL. ION DETAIL SO OB •®w®•®w�.®,®.®� CONNECTION DETAIL © ��®w® ®®®.® m 1n 1 02020 TILTECO. INC. FLORM BUILDING CODE (®o2n02 METAL Higgh� Vellociit SUPPLY. Hurricane Zone EERTHA HVTL, sF J��� 1:1 A�S■S�Aa Accordion Shutter System L °� c KV MADE g1 W OR W/o Kv WWOW BLADE * * j_ -� TILLIT TESTING & ENGINEERING COMPANY American ShuHer Systems r, OFSCRPi1DN DATE ITaawx 6Y: I STATE F 6355 N.W. XUL St, St- -M VMM GARWA 1LCMAA 3316 Aesoclatlon, Inc. + aLD n-1o7 T/2/2os "W 2/s/ '• ,� PAon.: (305)871-1530 . Fax : (305)971-1531 4268 WestrOads Drive 2 EcwOaoLcom West Palm Beach, FL 33407 3No i�7//s'Si'O ... •�ly.•```,? WALTER A 71UH J, P.E 4 �DPA`E- GO AWING /J//U� NA. I /cIr-MATI loc JnA= FLORIDA Ua. 0 M167 • _ _ _ (ft.). FOR INSTALLATIONS® /� MAXIMUM SHUTTER SPAN; "L+" "L—" CENTERMATES. ® & or or OR (ft.) FOR W/ ONE H.V. LOCK ®or ®or or INSTALLATIONS W/ OPPOSING HD LOCK ® W/ NO LOCKING RODS or ONE HV LOCK 4 � ® 9 CENTERMATES ® & ® W/ ONE HV '7' W/ NO LOCKING RODS 60 LOCK ® WjTWO LOCKING RODS ® TOP & (SEE NOTES t 1t) BOTTOM JSEE NOTES it uA mIw CONCRETE & WOOD INSTALLATIONS AS CEM ETE & WOaD CONCRA.SA - IN$TA1 TI DESIGN FRESSUE RAIING WALL MOUNTING FLOOR/CEIUNG WNL LTDUNTWG MOL G RYDG (p,.L) �pDg/LNG YDUNTINC 95 a 11' 7'-7-7; No\I OF SCHEDULE AM .MAXIMUM SHUTTER SPAN* "L+" R 'L—" (ft.) INSTALLATIONS W AT & W/ ONE HV LOCKS 7 OR W/ NO LOCKING ODS (VAUD FOR MOUNTING Q SHEET 7) UAIm10y CONCRETE ASo. DESIGN INSTALLATIONS RESSME FPXM ROOT/CEIUNG MtNM1g1G (calf.) OR (+ GR ") RODR ALL MDUNRNG L + TD)—I I - (N _ 35 _ ~40 15'-2" 14'-2' 500 --55 12'-3'13'-1' _. 11'-1— 60 10'-2' ._ _70 __.._75 -_ 8_g�_.. INSTALLATION LEGE'I.D CONCRETE & WOOD MANSORY WALL A. B, C, D, E, M. N, 0, P, 0, MOUNTING F, K & L R, S. & V. FLOOR/CEILING MOUNTING G, H. I, II, J T, , UW & X & M [�=.%S'H�0—t SPAN 'L+' OR 'L—' FOR WOOD SHALL BE LIMITED TO DESIGN PRESSURE RATING. t' HV CORNER CENFERMATE g3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION 62 NOTE #5, SHEET 5. ttEXCEPT THAT MAXIMUM SHUTTER SPAN 'L+' OR "L—" AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR INSTALLATIONS INFO CONCRETE OR CONCRETE BLOCK SHALL BE UIIITED AS FOLLOWS: 1— CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE MOUNTING MOON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 02020 TILTECO. INC. 11LEC0INc. TILUT TESTING & ENGINEERING COMPANY 0355 N.W. 35M. SL. St- MS- VMGM GMENS. NDFWA W Phc..: (305)871-1530 . Fax : (305)871-1531 e d: tiltwo0wLtom CA-GDoa71g WALTER A 11UUT Jr. P.E. FLORIDA Ue. # 4067 HV BLADE EBB &&AAo American Shutter Systems Association, Inc. 4268 Westraads Drive West Palm Beach, FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING. L—: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L—' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND 'L—" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CDUNG MOUNTING INSTALLATIONS. FOR A GWEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: LI—= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2—= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'L1+", "L2+". 'L1—' AND "L2—" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXI6IUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR In High Velocity Hurricane 2020 EASTERN METAL SUPPLY, INC. Accordion Shutter System H.V. RX E #1 W/ OR W/0 H.V. WMIN BLADE CAWING No 20-164 3'-0" OR LESE 4'-0' 7.-0. 6'-0. 9,-0. 10'-0" 6' ®WALL HEADER MOUNTING e B B 4 14 12' /0 9 _ t D u _-_ B B 8 6 74 /2 10 9 B 8 6 B 14 i12 10 B 8 - I' 12 f0 9 9 e -9- -- - 12 10 8 I B 8 1.5 12 f0 14 12 10 9 tl B B 8 3m 14 12 f0 t e B 1 8 6 8 1{ 12 10 9 73 - jp 12 10 8 B B 8 - 14 12 10 B 75 SS _ 1{ 12 10 �B e 33 14 12 10 9 B 8 e s _ 8 8 43 14 12 10 0 9 f1 12 10 B_ 8 8_ 8-j-� f4 112 f0 B B 8 ff__6_� 71 72 10 8 B 3 8 B 8 33 14 12 ti) B 8 - 14 12 10 B D 7 12 10 8 8B S5 J 12 10 B 1 H_ 55 _ 12 10 9 S 3 - 14 12 10 9 tq�t2 f0 0 14 72 f0 9 B I B 1.5 - 14 12 10 B_ B 8 6 8 14 12 B5 73 4 8_ _B 45 14 T4 - 14 12 95 75 P3 L - _ q _ r12 10I9 8 5 - 14112 f0 98 8 8 14 12 f0 B B 8 53 JS i'4 12 70 8 4.5 - 14 12 10 9.7.5 4 - - 1 12 f0 9 6 _I _- - 14 t2 10 B B _ - 14 12 10 9 8 B 9 i9 T{ 12 10' 95 8 83E j - 14 1p f0 8 B B 6_ - is 12 1D 8 6 __ - 14112 10 8 B 4b - la 12 f0 9 12 10 9 75 ,375 - 7 _B5.5 - � - 11 12 10 B 8 1 B - - if 12 70 B 8 0 6 - /4 12 8 7 �-_ 14 t2 f0 E B 12- 1D 8 1 - - 12 t4-- 72 12 l4 12 85 5 - -- -- 14 11 B.5 7 4 - 1 - 14 12 10 9 8 t - 13 9S 14 13 85 65 5 - -- 12- 14 12- 11- 12 -t/ - - 14 12 - 14 I1 75 - - _ 12 f0 -- 10 _ 14- 12 4_ -_ -�-__ 14 12 10 - -_I-_ - 2595 121165 (= J - _ - - 14 72 10 - - - - - 14 12 10 3 f f 0 12 j 5.5 - 1 _ _ 1 _ 14 12 10 -7---7 - _ _ 12 LS �_ __ 14 12 10 - _ - 14 t2 4 , - - 2 5- _ 93 7 - 11 12 10 12 10' 9S -- i J.S _ 112 0 = 14 12 - - _ _ - 14 12 _ j - _ - _ _I _- 14 12 __.. --.1y - ,4 12 - - - - - - 1{ 72 1}11j - - 14 12 _ I - _ 12 - -_ _ 1 _ ' _ 12 �y7 r _ - - - I - = 14 1 12 { I - -, - I _ 7 1 - 1Jt-- =. _'_ 13i -r - I' BS 14 12 - _ _ 1/ _ _f4 12 _ 1/ f2 _ r -_ ! 10 4 - - ('- -_ - - 10 75- 14 ZI t I 72 _ - -(I�- 05�B_` )- t0 - _I�_ - 10 !- _I-1- _-. ` 14 J� = - _ _ _ - ,4 __ _ �� _ _ - 7 - - - 14 - 14 - _ 11 - y pjl W µdi ezozD 7a7Eco, INC. ���P�� 4 i L E C 0, No. 441 7 �---_ m e. TILLIT TESTING & ENGINEERING COMPANY S a7 STATE 6A9 N.N. 36te. St., Ste. 305. 11201Na OMDrA$. i1CRMA 3s18 �9'" F Phone : (305)B71-1530 ORIt a-m . F4a : (J05)071-1531 7: Wte..0-1-m .` `• CA- o096719 ''�ig7S�ONAL FL/ /clrhIAT11Dr �neTv P"Ucu16 7PFAl ANCHORS SPACING E "ENE TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 ♦ SEE LIMITATIONS OF USE FOR BLADE to ON SHEET 19 OHV BLADE OR n HV BLADE W/ 1nA HV WINDOW BLADE WORKING IN UNISON Ae�sa�Aa American Shutter Systems Assoclaflon, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 GOUE (Non High Velocity Hurricane Zorn © 2a20 EASTERN META. SUPPLY, INC. BERTHA H1/T.., Accordion Shutter System H.V. BlAOE #1 W/ OR W/O H.V. 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ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Wn. Fc s 3 ke) ANCHORS SPMM EGENID OR TAPCON WITH TECHN ORS,READ AS DM67R®{REp ALL POINTS DLOGY ANCHORS, S MANUFACTURED - 1/40 x�N ALL POINTS SOLID -SET ADVANCEDANCHORS re 7APCON OR TAPCON WITH ADVANCED SPECIALTY CW. OMPANY. . (Min. = 3 - 1/4 0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Mm. f C = 2 k3f) - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT, INC., AND DISTRIBUTED BY THREADFORM TECHNOLOGY ALL POINTS SCREW, BOLT & SPECW.TY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMIRICAN SHUTTER SYSTEMS ASSDCUITKIN, INC. (Min. 7'c - 3 ALL POINTS SOLID-SEr NOTES; BLUE TAP W/ CAP TAPPER+ , A") MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4', AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2'. A2) MINIMUM EMBEDMENT OF 1/40 x 3/4' ALL POINTS SOLID-SEr ANCHORS SMALL BE 7/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/40-20 S.S. MACHINE SCREW USED SHALL • SEE AMOX5 OF USE FOR BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. � 32 518� 19 ASE 3) IN CATHAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EIOSTING WALL OR FLOOR, ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON N071) & A2ABOVE FOR ABFOR INSTALLATIONS ON VINYL SIDING OR EIFS WTH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR USE5 ATALLATION INTO EIFT9 WITH METAL STUDS SEE SHEET 20. (8) TO EXISTING CONCRETE BLOCK: (ASTM C-80) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. - 1/4.0 x 3/4' ALL POINTS SOLID-SEr ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY, - 1/40 BWE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY rLORICA FASTENERS DIRECT, INC. - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BA DLINALT, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCA110N, INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. B.2) MINIMUM EMBEDMENT OF 1/40 x 3/4' ALL POINTS SOLO -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLACK NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SS'. MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST. AND 1' MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAO WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES BIN & B.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSfALLAn N INTO EFS MR METAL STUDS SEE SHEET 20. i (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. 1 HV BLADE OR (11}iV B�.ADE W/ ilAl HV WINDOW BLADE WORKING IN UNISON + EDGE 015iANCE VERSUS SPACING S�Jj�-DUCE FOR ANCHORRa MINIMUM ANCHOR SPACNGS ARE VALUD FOR EDGE DISTANCES INDICATED BELOW. FOR E D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING Y BMULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACNG OBrA1h'W USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ACTUAL FACEOR EDGE DI EDGE TAPCON T7�FORM TE NOS ALL p01M SOLID SET BLUE TAP V! / CAp PER + ED. MIN. SPACING = 3' MIN. SPACING a 3' MIN. SPACING - 3 1/2' MIN. SPACING = 3' MIN. SPACING 3 3/4' q' ?CURED CONCRETE & CONCRETE BLOCK Pq�p OQi7ElE CIIROi7E ElOaf POURED CONCRETE & POURED CONCRETE & Pam CONCRIE- arKwE Am EO.3' NTL ED•3 1 /2' LOL EA•2 1/2' CONCRETE BLOCK Tel EIIn3 1 CONCRETE BLOCK YR EO.3• � EO.•3 1/2' am 10L ED..2 I)T OJO 1.0 D.7a �.o 0.e4 1.0 1.0 1.0 091 _. _. __ __ _ _ -_ _ - -- - --- -'ost-- _ O'er _ 1 3/4' _ ____._u_ _ _ _ - 1 1/2' O� n...vn.�025 A. F/Z/�,� .No.44 67 - 02020 TIL1ECo. INc ��' ��'®'�c TILLIT TESTING & ENGINEERING COMPANY 055 IJA Ufn. St. ste. 303. YmgIA GkR=s. riowA 33 Phene : (305)871-1530 . FOX : (3DS)871-1531 0- M etft aftl.eofn WALTER A iNLTr Jr. P.E. FLORIDA Uc- 0 46167 a STATE F t��, /' ' �O ;• �. A"A� �ORI P..•��`���. 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MC. ♦ G C( No. 44 67= �' �0, /yam TILLIT TESTING &ENGINEERING COMPANY .o = STATE F s>u a.a. 361a sL. see. xe, vralaeat 6aRaels. 1LCPoD7 m �. ( Ph-- : (JOS)871-1530 . Fax: (305)87f-1531 i 17 WAL �Ci e-mail: httc[o0ool.mm �'''�,ss�ONAL S♦♦ TEt TUIT Jr. Ai /cfrmATlfRr-AnATC FLORIDA AU. f 44167 ANCHORS 4:aACIN g= TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SDUD-SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 0 VALID ONLY FOR UP TO +70. -75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 �1i HV BLADE ONLY AmS,SwAc American Shuffer Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE(Hon High Velocity Hurricane Zon, © 2020 EASTERN METAL SUPPLY, INC. BERTHA- H r TM Accordion Shutter System H.V. BADE #1 W/ OR W/O H.V. UNNDON BLADE U\WING No 20-164 MAXIMUM A.S.D.DESIGN PRESSUR eTING (p.s.f.) AND CORRESPONDINGMAXIMUMANCtiOR PACRd (InJ SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN_, NEGATNE A_S.D. 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SFE UYRA1tC6 ar WISE FCR BLADE � ON SNEEi 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. I. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS 3. SUBSIRIRE SHALL CONSIST OF THE FOLLOWING: - 1/4'0 TAPCON ANCHORS, AS MANUFACTURE]) BY I.LW. BUMIX W/ NINWUN EN�DYENf AS INOIGIED AT -SOUTHERN PINE N. 2 W/ G-0.55 (ND.S) -D000LAS FIR W/ r-050 (N.DS.) EACH sErnoN E7«NO76 SEED NOTE 22 BELOW. 17. -SPRUCE PINE FOR NORM W/ G.0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ 0-0.36 (N.DSJ 2. ANCHORS TO HOLLOW CEDING SNAIL BE AS PER MOUMM TYPE U. SHEET 17 AND SHALL CONSIST OF -MIN' 1/2' COX PLm000 (1986 APA) LAG SCREWS AS PER LDS 2018 SPECIFICATIONS. 4. ANCHORS SHALL BE WSrALLED FOLLORNO ALL OF THE RECOMMOATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. e2020 nLTECO, INC. ``�ENi •9 �-�T: No. o 67 L E C O i Nc * STATE -- • F TILLIT TESTING & ENGINEERING COMPANY LM N.W. 3GUL St, St,. 30. IRGWA CAROMS, FLORIDA 33 O.c` FLOR Pr'� ./ PMam : (303)871-1530 . Fmt • (S0.5)871-1531 '''7j�i/�;SSiON _ •`L d��`cAI AcvrAIArA Aor �n�•rr u�aops7w FLnn A nWi dr. WPZ FLODDA U.g 44187 A.S.S.A. American Shutfer Systems AssoclatlonA Inc. 4268 Westroods Drive West Palm Beach, FL 33407 ligh Velocity flurricone EASTE•L METAL SUPPLY, INC. L w m." ■ t me n O TM Accordion Shutter System H,V. BLADE #1 W/ OR W/0 11,V. WINDOW BLADE CAWING No 20-164 ---•••-- •-� WIN rlvv Vrwu DULLUIIVI�J tuK (1.1 HV & IN HVA BLADES AS APPLICABLE WALL FINISH MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS I TO WOOD WITH HV BLADE 1) ONLY SHALL l BE LIMITED TO 105.0 sf. A.S.D• DESIGN PRESSURE RATING -SEE SIjE9 19 FOR MAX SPAN & -TAJ 7APCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE <t & A WORKING IN UNISON TA'CON WITH ADVANCED I;� I THREADFORM TECHNOLOGY , 1/4 0 TAPCON OR -__ W/ 1 1/2' Min. PI7TETRATION V { _ TAPCON WITH ADVANCED THREADFORM TECHNOLOGY /W -•- ! / OF THREADED AREA TO f l W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING / I `• 1�;'J I • EXISTING WOOD HEADER. T 1 - WOOD HEADER. (SEE SCHEDULE ON SHEET 15 1 UN. SEPARATION samuLE av sIEEr 1s 1 ) (SEE ) I f ( 1/4o-2ox3/a• S.S. MACHINE a HE CLASS (SHE ' �- LOOK (1 �j�pp� � SCREWS W 1 4 20 NUTS L— SaEDL¢E UV SHEET % , W I V ; ,.•. �/ 1 1 !A ( ) •�.� u / / •� I1 FOR B�AGE ®ATE li P I 1- Min: , O 12' O.C. A ON SHOT 19 FOR i t•1 I Z :, �I� )i� n �11>a1111111111. _ - -i EQ�/E?-f EXISTING ° BADDES(D n ttt i� I � 7..71 q w=- ,;• L_--OPnDNAL EXISTING MIN. � ul� ~i ` --V~ -Fl I;•l 1 �_^ i ( - 2 x4' WOOD 1I J - ' - --- •)Sliilllilll 1 - HEADER REQUIRED j t--(DOR Q• j ti 2*.4 G MIN. o ,•� `. T •' �IOR {7 ql 244' WOOD I ' • \ ( IXIE�STIN�S� ON. SEPARATOI4 Gl.0.A SEE I ( ; HEADER REQUIRED ! �� �'i �, I 1:'. ` L` 1�'0 TAPCON OR TAPCON WITH ADVANCED To ( '.ii ; , I _"-. THREADFCRM TECHNOLOGY W/ 1 1/2' •• 1 '('f Min. PENETRATION OF THREADED AREA To -- SCHEDULE E AD SHEET MIN. SEPARATION TO GVSS I I 1 li� I,' t . ( 1C.N 91c'Er 19 F02 EXISTING (SEE SCHEDULE ON SHEET 11)'- i, �.� t; 1 EXISTING WOOD hFADER. LASS--t (SEE SCHEDULE ON SHEET 15) 2.4" CONT. SILL PLATE REO'D. O HV WALL HEADER INSTALLATION _ O HV WALL HEADER INSTALLATION OOHV VJALL SILL INSTALLATION EXISTING ---- - -- -- --- , r - --- r Y---- _ I qry p , MIN SEPARATION TO GLASS I I I NIN. SEPARATION TO GLASS _ - r"--_.___.__ _•�_. 25t4' CO lAN. SEPARATION TO GLASS r .T - O ETOOSrING ��—(SEE SCHEDULE ON SHEET 11)-- - -- C "(SEE SCHEDULE ON SHEET 11)- WOOD PLA j (SEE SCHEDULE ON SHEET 71) G [ ,; IXGI�ANSS-U d o REO'D. 1/4'0-20x3/4' S.S. .MACHINE SCREWS W {a 1 t j{j /4.0-20x3/4' S.S. ( MACHINE SCREWS ' Y \ -17�LL LLLff1t�0909099 • t•',:; / I. I S USING 1/4'-20 NUTS 'JLI i L FINISH '1; ! 1 \ I 1/4 -20 NUTS 0 12'- (' I ¢ 0 12' O.C. +, j I1 li Il R__ vOR© i i,I 2`x4" CONT. '10R 1� IIIII .• WOOD PLATE I l +; REO'D. Y' • 11 \ -EO-•_EQ_ _Ep_rp_. i it 111 ' •oi • 11 I ?t, 1 N I_.-_.1' Min. ` 1/4'0 TAPCON OR TAPCON WITH ADVANCED 11 �, ,}'2'x4' CONT. 1 THREADFORM TECHNOLOGY W/ 1 1/2" 1/4'0 TAPCON OR TAPCON WITH ADVANCED I1 1 II', I,j II, �Ir Min. PENETRATION of THREADED AREA TO .I ,, •• `, i THREADFORM TECHNOLOGY W/ 1/2' '�'1 __,p!: ;-_ IL, :+ 1/4.0 TAPCON OR - SILL PLATE ' j ExtsnNc IroDO HEADER. Min. PENETRATION OF TFIRFAOED AREA INTO PLYWOOD` TAPCON WITH ADVANCED 1 SEE SHEET 4 FOR TYPICAL , J, REO'D. ;;' (SEE SCHEDULE ON SHEET 15) (SEE SCREUULE ON SHEET 15) EXISTING MIN. 2'x4' 1/2'MIN . CD7 THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. _ '-WALL FINISH STUDS a 16' O.C. MAX._ PLYWOOD REQb. W/ 1/2' Min. PENETRATION OF 2-MOUNTING SECTIONS CAN fiE 1/2• MIN. COX PLYWOOD REQ'0. REQ'D. PLYWOOD TO BE WA Fl THREADED AREA INTO PLYWOOD COMBINED N ANY WAY N -1 y ' '-EXISTING MIN. 27x4' sruas 0 16' O.C. MAX. Rwo. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH ®HV WALL SILL INSTALLATION ©W'RH SECTION 2308 OF THE F.B.C. SECTION 2303 OF THE ®HV WALL SILL INSTALLATION ♦ SEE U TLONS OF I OF HV WALL SILL INSTALLATION F.B.C. BADE 1A ON SHEET 9 FLORDA BUILDING CODE (Non High Velocity Hurricane Zone gzozD nLTEco. INC.; `��� .�� • •. • • • • / 4�i @ 2020 EASTERN METAL SUPPLY. INC. BERTHA -HV,,, Kam. MI E C O ,ac. A Accordion Shutter System No. 441 ■ � ® ■ Itv aADE j(E1 w/ OR w/o Kv w1NDow BLADE American Shutter Systems TIWT WESTING & S. VUM EKING COMPANY r Iv. H 11FscRwTIQH 0ATE DRAWN Tn: M-P o STATE 0, 6]53 HAT. ]SN SL. Sle Ms VfRTAA CAROlns, ftD®A J]16 Asaoctatlon, Inc. , aL0 T7-To7 /z/ DATE/2/2Q2o Phone : (305)871-1530 . Fox : (JOS)971-1531 4268 Westroads Drive 1 DRAWING No CORlO �R a ��o 71e West Palm Beach. FL 33407 s ' sir �ONAI ` 111 WALTER A. TILUT Jr. P.E. 4 2D— 64 rrrNMa•uuu ,p'I• SFAI /CICMATfIIiC/nAT`r FLORIDA U. 1 44167 . __ __ _ r WALL FINISH - "�_ `• • v SPAN & DESIGN 1/4.4 TAPCON OR t v.A v IJOi4 AS LOAD FOR ANI % r TAPCON WRH ADVANCED ( 7HRFADFORM 47.8• (Nin.) EXISTING • TECHNOLOGY W/ 1 1/2- Alin PENETRATION '0-2041/4' WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY - I OF THREADED AREA TO EUOSTING WOOD HEADER. 1' _ (SEE SCHEDULE ON SHEET IS) I'1'n' ' 1/4S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS OF EXISTNG WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OF �llddldfA I _ W/ 1/4'-20 NUTS 0 12' O.C. ARCHITECT PRIOR TO 1l (1 _ --I 19 r'EO SHUTTER INSTALLATION. � N� � II:�I ` • — ' i l i' ovnaNAL ^JR I f S`l__ EXISTING-1 L EXISTING MIN 2%4' HEADER REO'D GLASS ?_ MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11)__ 3—_ { �� jj —y - _-- — - • I A __— QS HV WALL HEADER INSTALLATION 1-S1E• 2-LIO+oJi1NG SHEEP 4 FOR TYPICAL 9NitQt ASSEN6LY SECTIONS IN ANY WAY TO 91R ANY. ... MIN. SEPARATION TO GLASS -- (SEE SCHEDULE ON SHEET 11)_ l r, 1111 2':4' CONT. SILL PLATE ,1 REO'D. WALL - FINISH; 1/4'0 TAPCON OR TAPCON WITH ADVANCED .257' THREAOFORM TECHNOLOGY MOX. W/ 1 1/2• Taro. PENETRATION .l OF THREADED AREA TO -I EXISTING WOOD READER. I� (SEE SCHEDULE ON SHEET 15) EXISnNG class—� m a sSCIEDRE ON -11a aFal (DAA I ro s7m EXISTING +QR S _ _� class\ I am ALTEF ANCH LOCAT Ma>t.: 07 2'x6' MIN. WOOD ---ti DECK REQUIRED (NO / 1/2 -- o S.M. 4 S.M.S. 4 ® 6' -- O.C. I uu -- O1 or or 15 I I - OPEN HOLE AT EACH ' STUD TO ACCEPT 5/16.0 LAG SCREW AT CENTER OF TUBE. EXISTING TO ITO S w Cz class Mass 51 _�OR l�� —1+ � EI MADESQ)&! ALLATION '-- --; -j1)OR 1®e 1 9 __r ,I l-EQ-E'0-', FINISH ALLOWED) EDGE OF DECK 1• � 1/4'0-20x3/4' S.S. 1/4'o TAPCON OR •-WTI. IF APPLICABI E _ - PHILLIPS TRUSS HEAD TAPCON WITH ADVANCED )MACHINE SCREWS THREADFORM TECHNOLOGY �"-Y=2•JJ:16� =_ -- `i-• s W/ 1/4'-20 NUTS W/ 1 1/2- Min. PENETRATION 0 12' O.C. 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM- i. OF THREADED AREA TO _ EXISTING WOOD HEADER. - TECHNOLOGY W/ 1 1/2' 660. FENEMrCN OF THREADED AREA TO EXISTING WOOD HEADER (SEE SCHEDULE ON SHEEP 15) (SEE SCHEDIRE ON SHEEP 15) V HV WALL SILL INSTALLATION SL�ADE'NATIO' OF LISE FOR ©ON SHEET 19 OW HV FLOOR INSTALLATION �� (t�f111111) PH �T lIC W AA 02020 TILTECO. INC. ., = l E C No. 44117 �■e. * ; * ��� TILLIT TESTING & ENGINEERING COMPANY 6755 N.W. o' • STATE0 9 •• Oe FLOfl10 kkk777 ��_ 36Ih. SL. Sta. 153 - I r(30S).1-153 33 Phone : (305)67I-1S30 . Fa" : (JOS)871-t531 o-yam 4m 'll,css/ONA1 �r`��` 67?gL— WALTER A. 74LTT Jr. P.E. '�iT.,.......... to?` sFAI /cIrMATI I=/nATr FLORIDA U. 1 44167 n u (IF APPLICABLE) - DaSTNG WOOD TRUSSES OR RAFTER 0 24' 'l O.C. REWIRED EXISTING SOFFIT -3/4' Ua THK _ __ Xx4'.I/8' CONT. ALUM. TUBE (6053-T6 ALLOY) W/ OF 13 Or Q (16� ORC RUYS� TO EACHLOCATE LAG SCREWS AT + MIOWIOR OF E]OSTING WOOD -A MEMBER, (2- Min. NCMINAL WIDR) 1Y/ 2' Grin. PETIEfRAnON OF THREADED AREA VAUD FOR INSTALLATIONS %TTH 72F f I MAX. AS 0. DESIGN LOAD AND N V-O' MAX. SPAN. THIS INSTALLATION IS ONLY VAUD FOR WOOD W/ UIN. SPECIFIC I GRAVRY OF 0.50 AS DOUGLAS f !.1 OR ®� R a ALifRHERN PINE No. 2. MIN. I SEPARATION I I To CLASS l I I (SEE SCHEDULE ON SHEET1) I I x 1 I l EXISTING I '•:J . •I• ( I i , I g10,3a HEXcuLss� i I 1 I �- zMIN. N. woc -- YIH ASHER rAD TEK I I DECK REQUIRED SCREWS 0 12' 0.0 (NO FINISH I -EDGE j_ -- _ ALLOWED) OF -- - - - _ EDGE OF DECK DECK IF APPLICABLE -_ -_ -- - _ _ IF APPLICABLE --- - 1/4'0 TAPCON OR TAPCON WITH ADVANCED I ' I --- - -2' MIN. THREADFORM TECHNOLOGY W/ 1 1/2' Mie. 2' MIN. - PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER (SEE---- - SCHEDULE ON SHEET 15) QX .W WALK —OVER INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 EASTERN METAL SUPPLY, INC. BERTHANT111 Accordion Shutter System ■ • ■ EI Kv MAW #1 W/ OR W/D KV. WINDOW MADE American Shuffor Systems • N4 Dmawm N m_w o N En. up Association. Inc. t OLD 17-107 7 /2/ GATE: 7/2/2020 4268 Westroods Drive 2 West Palm Beach, FL 33407 3 DRAWING No 4 I 20-164 2.4• eat. (-ScoD sue. rAte) END JINSTALLATIONS Cl) HV BLADE OR tlA WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2' UK (woo rSRW f1Ea o. 2.4• bm WOOD f/.. 4PCDN �, ,- • , ! / „ , : stws FEO•D. OZ \\ / r 1� — w v% ISOrL �-- \,. % \ I \ �, t/ -I\\ % GMT V ,n•��//•z2F•'HI:DNnw aomua awss-. ti h�v(Yw000 v�NO// 11 . '1 \ i I ,duos �• L GLASS ! / - Das=0 Cuss C '1 }-.,l v ECSI a Duu IOL SDVAAM —_ •-� -,/a' nr. CA Y'-�—ma's_ � � W� '/x• PLYL� I /� \ / ,\ I i � � � �7I 1 �\\ ! \ I S T� 9W®vE�W _ >•g:: 's. .:'•7 PLY80fD. r.;<-.:. ` (gE I 11 Iw aA0¢ORO .-ifi ,h°•.3' e1(r.-`:•^.�, ~, +�i D e amAw Ts w s+EkT ,s ,w - PDtmi� /,n• ,mf. rnA ',t-C..ti .�,•. - n Dal 9I♦D=�AfiD �°]-78 CCNL w 3pT 19 Pw SOiDI.E w 9FE( PLTADCO. "1 C ) W OASS (S[E Ih• lsN. Cox -mot... ,.Len i! Arm., IEKf3ON� ( AWL CtDSe( PlY4i3Op.. DAB®e �i It .OR eME ONO 1/2 s — 19 MR OF I , ® gem cis ocr. PG.,/2- cis O.aNs G • -.5i4r -�' �' (a1/4•. *unca¢�NzxaiD?�ro � jJ ,' -R I r+u 4t +' ac_pourz a Aso[ WRxtilcllav" �� fmim sve o . l 1i OR •(;•©• TO-° SIDE GEM1'l OR Ms I OR ® i •. ®® O-La•oy scs c0•Oa nON w .D TRAM SEE Dcwl x Gm W TFncKs T � .00-°Ofi3.3• t-0'©'O'-° °•�' SDD Wwa�= END CONNECTION DETAIL (2)O0 -�'�•� END CONN r_ 0 ncrAu 19 END CONNECTION DETAIL g O - END CONNECTION DETAIL +tic aea, G _ClASS • FECUND —my fw SPAVS (if.ATER'Ii.N 12•-0• 244• !¢L r'DDD I/410 TAPCw AnCXwS V41P TAP= AIOADT. CL- EQITN ASS I D/ 1 In• ,1f1 016 O.G 1 t PEnrA11w O lr O.C. PE IMFArM O 12- O.G �( . YDa SE UMM AL SEPAW l T - � ' �' �• -� 1/2' HN. somncsw 9�OLT . 4 � �— � 4� _ • ♦SEE LIMITATIONS OF USE FCR GwRBLADE (m I i I �..'` ' l •l' /'�' L6,. ;5 ;Io � Gw S_____ _ 1 BLADE 1�ON SHEET t9 m&SMR 1/2• .I ttiiln4U •-\�i, - 1 { ` . �itii+ j ! ' , '' D) `> --Jr a NUL ®® (3.O O-Cei-�•d�- \-WALL nww r.4•eex roDD ' `�;w�t •(�-OO.O•t�•L3- ©e" L"0eF�9 �/�i @s ®-Q�• L�-© ®- PLAN END CONNECTION DETAILDETAIL X (1..J1 END CONNECTION DETAIL 12 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zonl ``�`, Q�,`•,.•••••.., /�• /i�� 0202D TILTECO. INC. @2020 EASTERN MsUPPLY, INC.�,\cENs ETAL BERTH/A HVTM No.4416 IL EC O'N�. A.S.S®Ae Accordion Shutter System Kv MADE #1 W/ OR W/0 R.v WIMOW MADE STATE OF OF TIWT TESTING & ENGINEERING COMPANY American Shutter Systems irv. N OESCIJ DATE DRAWN BY.. MA ,(. •• /C� P , krg ��� GARDENS, E3ss N-A• 36R St, SW -xis. vxmaA FLORIDA3T1 Association. Inc. , /z/zoz w,E: 7/s/2ozo OLD n-to7 s ORID • 's.�i♦ Phone : (305)871-1530 . F- : (&*)877_(53( 4268 Westraads a ve FiP \� DMA IRfOCoOPN.COm 2 i�/�'4 s� •...••..• G ��� rw-ao0°7t0 DRAWING No q NAL \�� West Palm Beach, FL 33407 3 '/ /I/�lll........ \ WALTER A TXW Jr. P.E 1 20— 1 64, _ P.E. SEAL/SIGNATURE/DATE Fl0`� °` 9 a1s/ ° Om®m I TIP. EA END ;k-____I MAX. 5 WINDOWS H ALLOWED AT HV WINDOW BLADE ® C; t SEE END CONNELTIGN DETAILS ON SHEETS,'. ` 10& 18 TYP. r FULL HEIGHT. j I i z s I N 1 ! �� ©•� i M 0 T � fl ]� Ism IG1m® i 13g-I 1 I r�•' -r ffjj���� l/ 1/��� ��y' �I lj$'-J I—w rBO ttL4uettNFN75) L ,' �® 0�I I N TYP TOP &BOTTOM (`,.,i✓� 2; DA 6 _ _-_ _ _-UNUMRED WIDTH---. - EIUSONG GLASS ELEVATION NIX SEPARATION TO GLASS SORMULE 7�� _-_�� dam - ON THIS SI�FOR 1F]DDES (i)&�� --------------- I ® TTP. ICAL,ICFMERNATES W/ 2 OR (25 AND _.-_. W/0 IS NOTE / ABOVE) TYPICAL L 1. HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE I& SHUTTER* N.T.S. `````�� �• tt% R. / ( - �i, �� '"�10EN ¢ ��'• 02020 TILTECO. INa No, fTif � � r 441 7 •_�1_" :; � ►� e . a , SrA* IV ��/�] 'P :• E TILLIT TESTING &ENGINEERING COMPANY Q ' 0 ^^QQ �• =3 N.W. 36td SL. Ste 305. LLW= GAROW$ E�➢= 33' Phwe : (305)571-1530 Fax .4 ' �ORID • �s" .1 . (3o5)87,-1531 a-m■R: tOtecoOaoLcom ` 1µ167 off Ln `F SFAI /SIRNATI IRE /I,ATC FLORIDA / 1. MAK. A.S.D. DESIGN PRESSURE RATING: +110. - 110 pa.1. 2 WOL SHUTTER SPAN: 96' 3. ALLOWED MOUNON(S: A. D. G & H ON SHEETS S. 7: AS WELL AS MOUNINGS M. 0. T, U 2&t W ON( SHEETS 16 & 17. AO— SJE GILD t�PO51NGAT wlAYOAESS SIDE FVOPPOSPic 'MUST BE INCLUDED 5. (A) IN WINDOW RUDE 9 SHALL ONLY ALLOW A MAKNUM OF 5 OPENINGS Wo HOLES) FOR O PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B) WN. CLEARANCE HV FROM TOP OR BOTTOM EDGE OF WINDOW RUDE OF ANY 3-0 HOLE FOR �q SHALL BE 12'. (c) FIRST OR Lw BLADE COMING our FROM srAmERs AT ENOs MAY BE HV WINDOW BLADE Qq (0) HV WNDOW BLADE lO MUST BE USED ALTERNATE TO A SOLID HV BLADE 1D THROUGHOUT SHUTTER'S WIDTH. (E) CLAERNATES SHALL ALWAYS BE OWAL E0 ADJACENT TO A SCUD HV BIADEVI AT EITHER SIDE OF THEM. Q POLYCHRSONATE HV WYMW ® SWILL BE INSTALLED SO TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED. EIV WNDOW� M(ISr BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASS` INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUDDNGS ON SHEET 15, AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABA. 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS UNITED Br SPAN AND DESIGN LOAD (SEE NOTES I & 2 ABOVE). B. MINIMUM SEPARATON TO GLASS SCHEDULE, PER ASTM E-1996: I WIND 20NE �MINIMUY �.TIONTO + I 6.25' I / 2z 1w2� � a � Aw&SoAE American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, Fl. 33407 ligh Velocity Hurricane EASTERN METAL SUPPLY, INC. Accordion Shutter System KV. BLADE #1 W/ OR W/O H.V. WNW RAGE CAWING No 20-164 6 i 1 1/2". 0.035' THICK 7 Mm. ASIM A-653 GRADE 40 1 Min. Min. G-so GALV. SfEEEI.. METAL STUDS AT 16. O.C. C, W _W • •J r r ,•�/. III o.035• THICK mjI 1 43c 430 llU�� ccHr. �L� 61EE1 TRACC a1ANn7 L , -a / ®6- a.c.1.1 ASIM A-653 GRADE 10 Mm. C-6D 1 GALVANRm FASTENED 70 SKIDS i w/ (2) /6Yf/2' TDC SCREWS ON 1 EXISTING FINISH 39 INTEPoOR &EXTfFIOR FACE I AS APPLICABLE i IXIS'TING GLASS--i MIN. SEPARA110N TO CLASS ___ BLit - - (SEE SCHEDULE)— 35- TRICK 1Lin. i • EXIsnNG FINISH SICK CHNI' I +I AS APPLICABLE TO STUDS SCREWS43c FACE ! ®6' O.C. 1, 1i ® 6' O.C. INSTALLATIONS WZ J) HV BLADE & HV CENTERMATES -n INTO METAL STUD WALLS * N � a 0 * MNERAL UM MQMS -AND ONS OF USE FOR BERTHA(1)HV BLAnF ACC RQION SHUTTER SYSTEM INSTALLATION TO METAL STUD WALLS I. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psf) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A SYMMIETRICAL LAYOUT. USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT -EXTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. W wL� �L ## BLADE SLACK DETAIL HVF IS ALSO VAUD FOR - -L ----- 1/2' 12 38 CENTERMATE 2i APPLICATION WITH BLADED W I • .. .... ~'-- 436 6'Y 1 1/2. 0.035' TICK ' Min. ASLM A-653 GRACE 40 4 -, ® 6' G.C. Min. C-60 CAR. STEEL { 1 • 2� ;f.4uli; . d METAL STUDS AT 16' O.C. -' Uin. :'.";:•;,:1 MS WALL HEADER/SILL INSTALLATION rm STING GLASS 1 4�}<:�..I '=SMT`.' ETRYCAL _ CENTERMATES W/ ';-`.,'`<., •-.; I zEXTERIOR ACCESS SID I. , 1:•.. E:INTERIOR ACCESS SIDE ;': IN — 3506" Min.) F -12.000. U".I- 0 o.00. ® 1 /4"® NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEnuLF .9 3.000• WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1• 4 4. NC FINISH AS APPLICABLE TOP & BOTTOM) /A51M A� v 1 � .: • 1 •: i� / GALVANE EPARA: ON.: W/ (2) RATION. VARIES:•: � I .. SEPARATION.: GLASS TO G1A55 � �` 2' r l 1'. ;I I INTERIOR .(SEE SCHEDULE)::-MDY. ,::!�I I•= ' {_! MDY. -•! 43c LENGTH + 1 ° 43 J-/4"0-20X3" BOLT MUST PENETRATE e 1" 1.373"� N 1 250•--1 „ .050" v. e 11/4"0-20 THREADS 43 1 /4"0 ELCO CONSTRUCTION PRODUCTS FAR-LOK HD COMPONENTS SCALE: 3/8"= 1' 6 7/4'Y 0.035' THICK Min. LV. STEEL TRACK CHANNEL, 53 GRADE 40 MI.. C-60 :D FA57ENED TO STUDS 6Y1/2' TEX SCREWS ON & EXTERIOR FACE - t•. , I (2) 42 `., 1 / ' •.! •IOCAT�ED AT O 21 21 i ------_------- - — • V,1 2 I z f HV HEADER/SILL ENDS 4, ' 2 •' �--�— �� --- - - =- - - --- - ,----_---=-- ----- •--- _------- - VIEW Y 43 (6" Min) i SIDE CONNECTION TO TRACK r'-3 1/4• tTYP•)_'_. I �� 24 (Cont.) ---6 1/2'(TrP.)----------•--__._7•__-___._ _-----7^---------___-__ _..s 1/z° Max. STACK HVA BI 8L WE SLACK DETAIL HVF �C FLORIDA BUILDING CODE(MOn High Velocity HUrricone Zone A```���1111U111/','' 02020 MLTECO• INC. ©2020 EASTERN NETAL SUPPLY, INC. �V{{GAEh /(F BERTHA HV ZVILE C O �N�. ,� ■ Accordion Shutter System ' No, 44 6 ■ ■ ® KV BLADE #1 W/ OR W/o RV WINDOW BLADE American Shutter Systems TILLIi TESTING 8L ENGINEERING COMPANY EY. N nEscRwnDR GATE DRAWN OY M.P ' o STATE F 63e6 N.N. 361e. S" s1a 303 vu:m u eAROTTs, FUiRMA 3316 Aaaoolation, Inc. I OLD 17-107 ./2/ — 712/2 220 PA...: (J05)571-% . FOY : (J0S871-1531 4268 Westroads Drive 2 •t`' • �ORI Q . ' e-maU: LTkcoOaoL-M �G-0006719 West Palm Beach, FL 33407 3 DRAWING No �''N�ONA 0 t1���ccAI /clr_MAn 10c in A- WFLOR�mAAu ® 44167E e 2�� 64 '4s