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Home My WebLink AboutProduct Approval; Accordion Shutters�"�` YIY�- h«..::�rk.Aa:°1eM^'az'�..rreaM 8CI5 Home Log In I User Registration Hot Topics Submit Surcharge i Stats &Facts t Publications Contact Us 13C15 Site Map [ Links Search I nGa IAOMR& Nois Product Approval -USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail Z t d FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL389-R10 REVIEWED FOR Revision Cis �¢, REVIEWED qq g� 2020 CODE V PLtl6 NCE Approved ST. LUCIE COUNTY BOCC American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal,com Bill Feeley Irodriguez@easternmetal.com Shutters Accordion FILE Copy 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 National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. :.-". Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL389 R10 COI COI ASSA BLADEI .pdf FL389 R10 COI COI ASSA BLADEI 2.pdf FL389 R10 COI COI ASSA BLADE3.pdf Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Year 2012 2012 2002 1994 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 I FL # Model, Number or Name Description ....... ..... _... _..... ...................... _............ _............. .................. i........ ....................... ................ -............................... _... ._.-......... ...................................... _.... ;.............. ..................... _............... ................. ..._.._.......................................... .................................................... _... .......... _....... _..................._........... 389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks (top 3 - (Non-HVHZ) - Drwg 20-165 i and bottom) for storm protection I Limits of Use € Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRWING ASSA BLADE3.pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Large Missile Level "D".Max span is 12'-3" for 40 psf i Evaluation Reports 1 FL389 R10 AE PER ASSA BLADE3.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 i 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. 389.2 Bertha HV Accordion Shutter -Blade 1 Extruded aluminum interlocking blades retained by tracks (top Only- (Non-HVHZ)- Drwg 20-164 ............ .. -._................_... ----...._.._.... _.... .... _.._....... _....... -- - —i---- and bottom) for storm protection ......_._......_...._.._...-.-.__._.... ---.... _......... _....—........ ..._..... _..... --------- __.... _......... - -- ....._.._.... _......; Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRWING ASSA BLADE1.pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida, Inc. j Impact Resistant: Yes Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f FL389 R10 AE PER ASSA BLADEl.pdf negative ASD load depending on centermates and locking rod i Created by Independent Third Party: Yes 1 configuration for the HV1 blade, 8'-0" for +64, -72 p.s.f. A.S.D. I 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 drawings for other spans and pressures. j j..........._._.................................._....._................._......__.........._........_._......._..........._....._...................._............_..._._..................... ................_......... i.................. _............ _............................ _... _.......... _............ ........ _.... _.... _.__......... _._........... _..... .......... _........ _............... _.............. - ................. ........... 1389.3 Bertha HV Accordion Shutter- - - i Extruded aluminum interlocking blades retained by tracks (top COMBO- (Non-HVHZ)- Drwg 20-163 ° and bottom) for storm protection Limits of Use - I Installation Instructions j Approved for use in HVHZ: No FL389 R10 II DRW ASSA BLADEI 2.pdf j Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant: Yes Created by Independent Third Party: Yes i Design Pressure: N/A 'Evaluation Reports Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for FL389 R10 AE PER ASSA BLADEI 2.pdf Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 i Created by Independent Third Party: Yes and 28 respectively 13r3<: EE Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: fin. `sz � E9 Credit Card Safe GENERAL NOTES: 1,BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 (71h EDRION)OF THE FLORIDA BUILDING CODE. THIS ACCORDION .SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALHY FACTOR Kd=0.85, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.O. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/ MAX. (AS.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 % INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Ma USED IN THEIR ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V. ACCORDION SHUTTER 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 Art.REPORTS: -HV BLADED IO2i4.OI-03. #0715.01-03. I1004.01-05, J1214.01-05, #0317.02-06. #0609.01-10 AND #0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1686 AND E-1996 STANDARDS (MISSILE LEVEL D. WIND ZONES 1, 2 & 3) & #1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE -HV WINDOW BLADE © #0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL 0, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND 10725.01-BB AS PER TAS 202 PROTOCOL. 2. HV BLADE AND FTV WINDOW BLADE ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA M.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE I14x2.75" AND I14xl.75' RESPECTIVELY. 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 kW TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERI:AN 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 6083-TES ALLOY IS 30.0 ksi AND 35.7 ksi FOR 6005-.S ALLOY. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION ill-6 OF THE 2015 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 ksi 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 A1S1 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE (D : 12,13.14.15 AND 20 HV BLADE (D & O WORKING IN UNISON: 12. 13 & 15 B. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT I6'779,582. COMPONENTS OF TIAS APPROVAL ARE COVERED. IN WHOLE OR IN PART BY U.S. PATENT I5'458,179 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 TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING ITT CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 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 FN AND HD CENTERMATES AND ENGAGE OR LOCK ALL. HV AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED CN A READILY VISIBLE LOCATION AT ACCORDION SHUTTER 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 BUILDING CODE. 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (.) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.C. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (0) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. TABLE OF CONTENTS AREA 1: HV BLADES (1) & AA GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2' HV BLADE (D AND HV WINDOW BLADE h•A (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M. CONCRF.,TE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 LIAXIMUM 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 PI ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW BLADE C1� ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET' 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone, It III \\CEN _ No. 44137 * • x STATE t �p •. F� r. i� �'•, GRIt ., FS •....... 7��/ s� r.' �9''-, r P-'- �—V"� '�(-..•'-7°- ':-•�--,,..- +i a Y F / � ' ' 't om �•.> S.-Z---.-.----_....— _ . Gam, rtt�:' �1•• - J EAL/SIGNATURE/DATE b2020 TIL7ECO. INC. E INC. N !E N American Shutter SyStemS Assocfafiion, Inc. 4268 Westro0as Drive West Polm Beach, FL 33407 ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVT�,- Accordion Shutter System HV. EQADE #1 W/ OR W/0 ITV. NINDOW BLADE TILLIT TESTING & ENGINEERING RING COMPANY 6J'J! N.w. ,l6lN. 5_. $le. JOS, YIRGINIA GA.4CEN5, fLURIW 3J16f Phone : (305)871-1530 . Fax : (305)871-1531 c- .0; 60006®19Lwm M'AL7ER A D067 Jr. P.E. FLORIDA Lic. 144167 "T"-' uv . OESCBIPTION OA_TE !_DRAW eY MP 1 GLD 17-107:/2 2D2 OATEN 7/2/2020 �'- - D _....... _ - a _:'•""""""- "'Qk- 'DRAWING No d��—" — 20— 164 5 I—.--_.__.__..............i -mm _.............................1............... SHEET -3'e FOR M140M 6ltDE CUv_ - p 5455179 (1I1 HV WINDOW BLADEr LIMITATIONS OF USE OF BLADE (fy� ON SHEET 19 6063-T6 ALLOY AND TEMPER 670 o \_ €€' 0072 L 0072;'.. 6�HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER 0 1 Si 060 I i m` 1 70 1 686 3.520' (1--l", HV CEILING HEADER QUALIFIED FOR USE W/ HV BLADFQDONLY, SEE SECTIONS FOR VALIDITY,- 6063-T6 ALLOY AND TEMPER {I it I' 0.062' fT I Stp-E nejjC•'- fS OUAL'FED FOR USE W/ HV BLADE ^: 6063-T6 ALLOY AND TEMPER ,s m 0.454' Y1_.__......... _.......8.3.r _.... _...... iI _..............................4.999" .,...,......._......-: `3)HV.UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE 6005-T5 ALLOY AND TEMPER „3.225 1 500 _i >.............. ....... �J HV ADJ. ADAPTER WAIF QUALIFIED FOR USE W/ HV BLADE C 6063--T6 ALLOY AND TEMPER nj VARIES 1 M1 _ 1 915 083 083 60; o- . 3 HV HEADER/SILL QUALIFIED FOR USE W/ HV BLADE t )ONLY 6063-T6 ALLOW AND TEMPER -_._...... _.... _......... 8...___......_,_. --- �+•),.UMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE (D ONLY. 6063-T6 ALLOY AND TEMPER VARIES of Max. ; a: N (n ry ;375 j� wry. 6v �HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE) 6063-T6 ALLOY AND TEMPER .t n: 1.936' c .I S 1 93 T......:. nI I _.. i6 0" tj HD CEILING ApER/SILL QUALIFIED FOR USE W/ HV BLADE; ; SEE SECTIONS FOR VALIDITY.. 6063-T6 ALLOY AND TEMPER CDR{PONENi A D T' T2 (7 2"5" MAX. 1/8.! _..1 /6' 2' 5' WAX. i 0.192' 0.192` ... ............ ......._._:....... _................ 2.5" ............._.....,......,........,.... 1,7"._MAX.£0.790.'....:_0.190' .._......`�...._.....� �.� 2' '5' MA%.10.139` :0.131' I No. 441 7 = W STATE DI c '"to Zfi '�dds11, 4 t3 `SEAL/SIGNATURE,/DATE 02020 TILTECO. INC. IL E C O INt, TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36t1,. St., St.. 303, MII RIV. CWiOENS. FLORIO4 33 Phone : (305)071-1530 . Fox : (305)571-1531 e-moil: •Ateeoaram.eom CA-COUS719 WALTER A TILDr dr. P.E. FLORIDA Lie. ¢ 44167 1.,200' o M0. J O, HV 90'/18Q' STARTER QUALIFIED FOR USE W/ HV BLADE 0 6063-T6 ALLOY AND TEMPER 2 670 .9S 6/ 1000 j e<2 LLI , f 12 HV TRENCH TRACK QUALIFIED FOR USE V41 HV BLAZE 0) ONLY, 6063-T6 ALLOY AND TEMPER VAR, S 1 936" �• M w 125 II % . ...... Og3 I � os� o L .- �i 4 HX...... 3.52: D WALL HAEL QUALIFIED FOR USE W/ HV BLADE(j) ONLY. 6063-T6 ALLOY AND _. 1 X Y t 2 2 012 5" 3 3 0.. (�P',).CORNER POSTS QUALIFIED FOR USE W/ HV BLADE (f) 6063-T6 ALLOY AND TEMPER FLORIDA BUII American Shutter Systems Association. Inc. 4268 Westroods Drive West PalrrI Beach, FL 33407 �1 to HV RAINGUARQ QUALIFIED FOR USE W/ HV BLADE ``f 0/ 6063-T6 ALLOY ARD TEMPER CODE (Non High Velocity Hurricane Zon, G 2020 EASTERN METAL SUPPLY, INC. BERTH. Accordion Shutter System KV. eIADE #1 W/ OR W/O R.V. WIDOW BLADE DRAWING No 20-164 s r FOR USE W/ HV BLADE -Q-;� ONLY i2� HV FLOATING C 6063-TS ALLOY AND TEMP QUALIFIED FOR USE W/ HV I 6063-T6 ALLOY AND ."......_................. _._............ ..j(. i I I'•�- � �'i , 8 I I PLAN '•! FRONr ELEVPIION • LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ FIN' BLADEGONLY 6063-TG ALLOY AND TEMPER 1.017 F —t, r 214 q RA) ONLY ' 23j HV CORNER CENTERII 1/4-20K1/2' FLAT HEW SISALS. it..YOi 1/4•-20 .., .-DIE CAS THRD:E HOUSWG ENAMEL /i (2 TYP.) PANTED rE THREADED I =OIE CAS _UG EL 1 03� ( n BARED PANTEDtl i TURN 5`•; I _" Z....:.A '"EGRESS k ti �IiT ..................... _! --'' ` %rf 'Wr& at.... `..._. - CY aaw K(CHNOUE M PLATE) .: :..BRASS A (01RObE PLATED) m' ® HV LOCK HV EGRESS LOCK e�s_I OUALIFIED FOR USE W/ HV QUALIFIED USE W/ HV BLADE Cl) & 9ONLY .F'OR BLADE (D & !f�A ONLY. QUALIFIED FOR USE W/ HV BLADE() ONLY -, 6063-T6 ALLOY AND TEMPER I 1 756 922"1 t _ 4045 ;r + I � HV MALE "T" LOCK CENTERMATE L 4566 j QUALIFIED FOR USE W/ H- V BLADET)ONLY I9j 6063 T6 ALLOY AND TEMPER HV FEMALE T LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(1)ONLY 6063-T6 ALLOY AND TEMPER' }jp CENTERMATE W/ NO LOCKING ROD31 QUALIFIED FOR USE W/ [IV BLADEtj& 1A; 6063 T6 ALLOY AND TEMPER VARIES 12 M N t 1/4 0 20 S.S.OR 3/816 WETAL 11NNBSCREWS 3 j (SEE OETNI-) of ABLADE 01MPER5 =W/ SE o HOLE p ILLEER EMBEDMENT 6063-T6 ALLOY AND TEMPER i ) HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV BLADE& 11A 6063-T6 ALLOY ND CTEMPER i 1/2' �37 HV 1 /4" 0-20 AISI 304 YERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 10 2 250' O.D. PLASTIC HEAD- TIs MOLDED TO s18' SCREW- t I T I E-.360" AFTER RIVETING 1 1/4"0 20 x 3/4" BEFORE RIVETING S.S. THUMBS R W 1./4"0-20 RIV�UT* SERIFS 5444 ALUMINUM (2024-13 ALLOY) URGE FLANGE THIN 07Z_� SHEET NUTS FACTURED BY AVDEL CHER EX70RN, PARSIPPEt _ ` EQUAL. I� HV "T" LOCK HV ALTERNATIVE LOCK QUALIFIED FOR USE QUALIFIED FOR USE W/ HV W/FIV BCE 01 ONLY. BLADE T i) ONLY. 25y_ T ......T �-. .... T,UMETURN CYLINDER OR KEY CYLINDER ..AS' 0.675" Min. 1 .125' M- o' m. i 1{ O _ r + : o THUMBTURN • !Do J - i OR KEYR + !... ....... `."•-....... .... 1 5711•• M CYLINDER N ) - D LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333,HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADEIJ& (A FLORIDA BUILDING CODE (Nun Hiqh Velocity Hurricane Zone \�a4(T1N J A 02020 TILTECO, INC. 02020 EASTERN METAL SUPPLY, INC. E i cF'• `i�'� i�e� �rM No. —tea ZT7L `� ®iNc. d1 n Shu m Accordion tter System BADE...__... 44 67 F �� y1,W/ OR /0 ETV. YdL�7Y ws TILLIT TESTING & ENGINEERING COMPANY _..........'..,BLeDE 2v. N> DESCRIPTION DATEI DRAwN Br: M.r OLD 17-7D% DATE: 7/2/2020 _ * Tim- n STATE F "c !�'( American Shutter Systems Y ASSOCIatIOnl Inc. gyp' c �'• �'' 10RI ' '.� CC�+Y'1••. NC/',�/ p 4, (/ � ��: 6355 N.w. 361n. St.. Ste. 305, VIRGINIA GFNENS, FLORIDA 33I6. Phone : (305)671-1530 . Fax : (305)871-1531 e-..,,oil: eate�0000L�oto 4268 Westroads Drive a VJest aim Beach, FL 33407 :i/2/2U2/ ...._.._......... - ..........__-....- 'DRAWING No 3 '"`"-'' hi... u/ONAL 1"!1 ••_`Y�'\ "4 � \`'1� CA-0006719 WALTFR A. TILLIT Jr. P.E. ----^..___..__..----._...._....---__'.'_' 4 -'- ZOO 64 . TL ccnl /clnnl•n lnr /n n,•r FLORIDA Lir. f 44.._5.....:........_...•............-,•,.�. i6! 1 Ct.ICLT SHUTTER ASSEMBLY SCHEDULE FOR HV >`1. HV 4A ,41 _ � 1D HV BLADE , 1 `3 �\ , 1� HV BLADE 1A ... .,. .. ...... ... .. ......... _... . ® HV LONG RECESSED NYLON BUSHING F....._._......._..-......_................. __..__........................ �9 ` €+ �� _ ® ..__ }ft HV SHORT RECESSED NYLON' BUSHING : �'4 ® HV NYLON HAT WASHER M O OR (9 heir # ( 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 's 0.870x„'16" THICK NYLON WHEEL.— ! 0.788"s AJSI 302 SERIES S.S. RIVETS i- - .... I ® rIV 1 /4 ACCORDION PIN W/ #8 HEAD * EXTERIOR �.'-', ..I T .. ................" - .. ... ....r @3 HV 2. 3/4 ACCORDION PIN W/ #8 HEAD f ..1. ,..... `/ J ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i i 1 t? BUR If or ''r �°(SEE NOTE FOR I :^�ECOIRcMENTS) :Li GR * HV PIN REQUIREMENTS AT EXTBIOR BLADE KNUCKLE FOR _l ! ......._.......... ;, ................ V H`J 1 ? HV1A §t: 1 it C,L` OR ;V wls � ,t'1.LL ALil''iYS BE USED AT ALL EXTER!C)R B .-T to KNJCK€.. S 1OF HV ACCORDION SYSTEM W;' -iV L; :;!z ( I ! j `� HV ',/ yLA03F. TYPICAL SHUTTER ASSEMBLY (;� W PIN 0R P-!•I Ai (2; HV PIN : YAY BE USED IN t_IEI.J CF `� AND ONLY AT f;t �'' Exr.4OR EXTERIOR i110M KNUCKLES OF HV ACC ORDION SYS1EM W/ II 1/0 a0.52i" � _{I 9LADE'S KNUCKLE. (SEE "NOTE FOtd t /Z �. BLADE WHEN SORRESPONLiNCTO INS:,_LAT;ON "1, S FE ;.;V fi. `v,� REO ,REMF.N(5) P N C1r OR t ' W/ i / 2" 0.11 ': / 1 C" THICK S.i. WA SHFR SHALL BE* U-SW 1:0R F 1REI:T t!OUNT iivST.a.I.,;TION z: DETAIL X, W EEL CAR IAGE O TAIL I 12MIN. tLR K..N 11'SLAM n 0625" I�' C 0f+E0. `L + iJ fit `bw ti;h: $ D615•yam t .o62_ ,— ,.5" ,A at:car r & YKNUCKLE I FLAT PORTION ! ! �` Rx ;50�7' ` t men I •. 3750' MSS k X I /�j ai5�✓ I X F Af \ 1( EiEw�tttih ( Y i 03.00 Dug : R,�Dr `I 3� -OPC IN.< l % "d C ERS SE�A�K...._Y CO" .- t 1j tXi' F 4 F �rarlgry tt t ! �" TYPICAL HV WINDOW BLADE c1At AND JAP3 POLYCARBONATE HV WINDOW DETAIL -.. t PO!-YCARBONAFc IMPACT R ,`.r.15T,9f.T..._�'.;...i5 SAYER t,AKROLON 3103 FOLYCARBONATE:`Y. '4tEti. Y.EAI'hNCE- i RESINS, U`.—S7AF.11!`IEO i;ZAD IV S. iD ti,E adraM INNOVATIJEr?iS+STiC LEXAN tf I � 1! (SCE NOTE:. "E" ON SHEF." EXTERIOR H R 6dSSEMBLY LAYOUT 1'' HV BLADE SOLID & 1`A' HV WINDOW BLADE DETAILS N.T.S. POLYCARSONATE SOURCES FOR •}e. s.Fu;:as:c xrutr PRIM S'A':GWD "y _ ?rtT:hu;.E n»u f 5irv:t 1 Wzi ,C Nry ,'• y,zrunrar rQ RE Y!aD STr=N:.n. .LM Mn >.sx a.� ! j s_w, r...:. F,EX..NC SiFGA+4:k ♦i ' i::) ST-. D%JD IT..!,tiC FLE%U'nF:. M1!.CULVS d'Ri O'J8n v.vu.. v.x+. `r )R5;Jti IroTa!:,. aCD rr+r =i�a.fu* ctr<�=:ES',`r-:G:; I—N 12. s+ r2e•a d,F-: •. <;.a z u.a >; ,!<. s�cxe n�x±v I :Nlz. Cf'Vui.N:FC R:iTN.05 C-11' s -1 Ci� '' s'U'R CN AS!u ""2 •cua = Siw^ 'f iM1VST;}, swiNOTN Pi nR xr:,iN4'iUY4 R"IN 9J4 53 1 -J. 1�'•:SCE �i15i3+ YYahE "AE111+eTiInG A>TN aaif 5:F.: i.s ,. �MaG i%..i BUILDING CODE (Non Hlgn W ocity H r : nr:e Zone" C"112020 EASTERN METAL. SU:"'i.". IN(_ 000 BERTHA HW., U,cc , - �L Accordion Shutter Svstem _5 ' I� OR W/O FM 4Nt�S�Vt31AL€ TILLIT TESTING & ENGINEERING COMPANI' 7L1,.R i!, St^. JU3, Y:!%>C✓dtil(S, Fi,GA 3.lfi !onG ,Oj!'il-.1SX. Fn7.153 n. n.�c xiaJ�c F ••• . ; 44 S7'TE } , v •--""'=`--" "'^'"""` American Shutter Systems Association,. Inc. NSetras Dnve 1 .. .._ ._ _ I?j2202Drt 7�2�2C • . tt.i aim Fecc .ooTC �.��... 3 1{+. :S, '•••.•.. s��VAL WiSI.T UrP ATER A. .E. ft.^RIOA uc a:147 5 .. 2. � 4 >>'=?a, !./cirtiM1URE/DATE nuuuu ` 6 OF 2O 16- N A-1 t ,vx a�= RNz SEE ENO CONNECTION r- x 013w03a@ 1 Z NOR�E)�OR CR �• ! 1111 !w3 I I RDC NVC i ftft I 1 i i i e HtRPVD ! i I r r it � i E DETAILS ON (D -F iJ,. !H,> I.> SHEETS 10 & Y 18 TYP. FULL - it HEIGHT. OF CORNER CENTERMATE JODR a JTito.+(»L✓,DD '' �!�' o4_s • � -108 U+ 1(1v8 mtiJ3'• l�ox�. Q ow TYPICAL J' HV BLADE SHUTTER ELEVATION N.T.S. -___._._........__... ................. ---- _.._...— *NOTES ON HV LOCKS AND CENTERMATES 1. MANDATORY CONDITION /1. ONE HV LOCK q or g SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR B�� YO;W IL/2 OF SHUTTER SPAN FOR SPAIJS UP TO 105", AND FOR INSTA TIONS AT ANY ELEVATION. HV LOCK or �� MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO� OR i 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. �]; IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR Qq MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPMONAL COMMON A2 (VAUD ONLY WHEN _jjjjj!!,�DAMHY COMMON #I OR LIMUED MANDATORY COMMON 02 IS USED O H.V I OGK4Y• LOCKING RODS $ ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS iqt OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDIRON /2. ONE HV LOCK 0 (b ,SCH''ALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK T2? or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 6' CORNER CENTERMATE W/(2) 1/4 m-20 x 1/2' LONG FLAT HEAD S.S. M.S. 1W'O LOCKING RODS I AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE !S INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. I 5 FIRST ALTERNATE To MAN7amRY SOt'�D!T10"I.QL._YALIE2._OIa,LY._.FDR..NY_..L 3 OR_=._: ONE ALTERNATE HV LOCK MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK 'P3 MAY BE USED AS AN-�NSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-200/4" S.S. THUMBSCREW TO !J1 OR 0 CENTERMATES SHALL BE MADE W/ 1/4"0-2Ox3/4' ALUM. I RIVNUT AS SHOWN ON SECTION FIVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. B. M.A.NDA.TORY CONDITION ,�� FOR KEYSTONE MOLR: ING INSTALLATIONS' ATIONS• ONE HV LOCK ; ,9 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 '-* or @ or -f.6 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @ or 0 SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCA71014 OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ OR (f? TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND CENTERMATES• 1. SECOND ALTERNATE TO MANDATORY CONDITION il YAUD ONLY FOR HV LOG CENTERMATEr AND ONE ALTERNATE HV T' LOCK Oq MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND I INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK & INCLUDES USING REINFORCING LOCKER CT . AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES @ AND @W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8"o 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' ` MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS Ig TOP AND BOTOM IS MANDATORY. *NOTES ON_HD LOCKS & CENTERMATES: i. LK 34 1Y( }4D CENTERMATES,'Tt OR 1 W/ � ; ONE ALTERNATE HD LOCK L4 MAYBE USED IN LIEU OF HV LOCKS?2y ORaFOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK J MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK 4% TO 0 IS W/ 3 #8 x 3/8' F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT @ AS SHOWN ON SECTIONS HOB-HVB AND HOC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS qi IS COMPLETELY OPTIONAL rLVRIUA DUILUINU L,UUL (nOn nign VeIOCity nurriCOne Lone, il�Ilil, t 4, 02020 TILTECO, !NC. 02020 EASTERN META�LSUPPLY,INC. BERR� t� �� Accordion Shutter System = No. 441 ' 7` ` ' "='�,- �.r r--"�-'"' V 69 i American Shutter Systems % RV. BLADE #1 W/ OR W/0 H.V. HINDOW BLADE DESCRIPDON --T --L— —__ ORAMN SY: MP • +. _ ./`% TILLIT TESTING & ENGINEERING COMPANY E315 N.W. 36th. St.. Ste. 3D5, VROINIA OMDENS, FLORIM 33164 Association, Inc. t _ _DA_TE OLD 17--107 mm 7/2/2020 GATE: 7 2 2020 �•• STATE O �.. = Phona (30 5)871-t530 . Fcx : (305)871-1531 OD05®IOI.m 4268 WestrOOCIS Drive West (-'OIrr1 Beach, FL 33407 -._._Z._... =3__. .._.._..�____......__._._..._. _ .-___4DRAWING No ', (CS •.,•......, `. •rr•��`i ` WALTER A T!LLR Jr. P.E. FLORMA Uc. ] "',67 .. , ZO— 64 —.__-....._..-_.._......._.....-..1..........._._.:. S EAL/SIGNATURE/DATE _6 _.__.....__...____......_...._...................._j SHEk-f HIE, 5 OF 20 r POURED E. D.- POURED --'CONCRETE ANCHORS CONCRETE--� (SEE SCHEDULE ON REOUIRED rSHEET 13) t CONCRETE ANCHORS L ! t 7 1 H RSA FONE (SEE M'JUNaNG ®ON SHEET 7) (SEE SCHEDULE ON SHEET 13) Z IS // ...- Min. 1/4H IN SORE' S.S. EO E0:."� MACHINE SCREWS �} T `y f"•; VSINU 1/4`-20 NUTS 1.(€n. � 1 i�j/ mod\ l_._ �. 1 -.250• Mox / F 1f/ L._^'{t `'5/ 1 F I E.D� YYY �;; / i OPTIONAL �..-I POURED CONCRETE OR CONCRETE BLOCK;: REQUIRED 1/4'I-20x3/4• S.S. '7 4,., �1 CONCRETE ANCHORS (SEE SCHEDULE ON ` SHEET 13) MACHINE SCREWS i W/ 1/4"-20 NUTS 0 12" O.C. {t 1. 15 .zso^ Max. ' 0 1iA55 (SEEUI 1 ry' f. ,` F` I 1 I i T r 4 'j' y F 3 F =. 1 'Egl Nino $ I - 11 '.OR �� I g (I i3 � ` __ MIN SEPARATION TO GLASS EXISTING 15 Fib t ` F Y ' F `9' i e E%CL S9 (SEE SCHEDULE ON SHEET I I) I i G i ; MIN. SEPARATION TO GLASS T -' _ __ ,_,,. _ _ .,.., „,„.._...._.._..... E I I'.... ... _.. ,L. t f ._.__ P .... .... .a ..... ..r. `I L. J ,`(SEE SCHEDULE ON SHEET 11) - -XDL _,__ 4 ,,.,,, �C� HV WALL HEADER INSTALLATION AJ HV WALL HEADER INSTALLA I N -- --- __........._ .._ _ _. >.,.. HV WALL HEADER INSTALLATION + KEYSTONE EXISTING ,...._...._ _.....,. ._._.. ._ ....: _.... 1. ;... .. l �.. ......�.. i.....,...........MIN SEPARATION TO GLASS ..... � p.... . :.i .E...3.... _... yT 3=F cLAss—� MN �,5 [ � F ,- ♦ � i F ' � t �j , Exlsnr+c r--..(SEE SCHEDULE ON SHEET 11 ) '1 TOR '� i MIN. SEPARATION TO GUSS ' I t I + ....... C-' I b L_ lmvnme aN( i 1 , 1[ F I_ GLASS y I E $G¢ 1� 1 EL 19 - a } I (SEE SCHEDULE ON SHEET I I) I 11 - •j i p 1 it ueFsN&ei ..F ; xlmNc I �, `I ;t; OPTIONAL Imo` °�..1/4' 1 .. M OPTIONAL i F ) % 13 oR Imo$ 1 f T -�` I � Eo LQ _ i / 1 C1 13, oR t j /' 1.._.._............/ ,f(' ! J ..yC. / f EP-<-EO -j 1/4"I-20x3/4• S.S. PHILLIPS T PHILLIPS TRUSS HEAD I �� i MACHINE SCREWS USING s.,.._. ,E ..!! ., \.. CONCRETE ANCHORS ,,, TRUSS HEAD MACHINE SCREWS .._. ,,.. ._..._... L.... NCRETE ANCHORS % 1" _ 1/4•-20 NUIS 0' 12" O.C. . j�-(SEE SCHEDULE ON ,� / - //,,11 r 1/4H-20 NUTS 0 12" D.C. > (SEE S SHEET 13) �''/ !� 'j Min POURED CONCRETE --S SHEET 13) Y! r POURED CONCRETE i OR CONCRETE BLOCK OR CONCRETE B ,.K ^•--^'.. -' - )^y,ONCRETE ANCHORS REQUIRED r Y SFF SCHEDULE ON �F) HV WALL SILL INSTALLATION WELL REOUIR 01 HV WALL SILL INSTALLATIO ' (- POURED CONCRETE BLOCK WALL SHEET 14) OR f.CNCRETE OLOCK WALL REQUIRED E� HV WALL SILL INSTALLATION IN-.>E._FARHEET.,4FOR�TYPI...ALSHUTT INSTALLATION DETAILS W/ �t- SEE SHEET 4 FOR TYPICAL SHUTTER 4 E 0 EDGE DISTANCE i M �-•4 -�_�- - ASSEMBLY ♦ SEE LIMITATIONS OF USE FOR 2- MOUMING SECP.CNS CAN DE COMBINED - (SEE SPECIFICATIONS ON SHEET' 13) i GLACE �A ON SHEET 1 H V BLADE TIN ANY WAY TO SLIT ANY INSTALLATION. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone', ll 02020 TILIECO. INC. ©2020 EASTERN METAL SUPPLY, INC. 1�1"F il,Illl U (ttprri _ r.eea Accordion Shutter System = ttv. B1:5DE #t w/ OR w/o RV. 1MNDCNJ E3LADE a No. 441 i7 T American Shutter Systems Ev )4, DESCRIPTION DATE I DRAWN BY: MP TILLIT TESTING & ENGINEERING COMPANY GM5 N.W. 361h. St.. SI,. 30 , WRMIA WOENS. FLOWIA 3O16t Association, Inc. t OLD 17-107 i/I/252' DATE: 7/2/2020 STATE 0 ,'t)z'`Phone : 426E Westroods Drive 2 �.f)•, (305j671-:Silt . Fo:: (305)E71 -:53t 'DRAWING No e-InaiUt00067a191.eom West POIm Beach, FL 33407 s r1 �s............•,\•••<`• WALTER A TILLIT Jr. P.E. 4 i I LOB 64 'Y.r NAL ` �•` FLORIDA Uc. a 44167 5 1 I SHEET o 'rrrrl , AT�'11'. SEAL/SIGNATURE/DATE 6 I 6 OF 20 0 . . . . . . ............................... -�ONCRFFE ANCHORSpl . ..... .... .. ....... WN. L 5CHEI)U:.�' (IN SlIfl 13) OR tON E I'.' mws (%r REQUIR . E - D Ni)STI -1 11 Put Kx lit QLAS% Er EV11111 OF . ......... 10 Ph AppLICASCE GLAS IF i ALTERRATL z 1; S T1 P ......... . . . . ...... ANCHOR 1; LASS H H OR il 3'� VIASt�ER 7:7 H i Owl), 'Ed S 12' 0 C. r ONCRETE ANCHORS . ......... E SCHE LPJLJE ON SHET-7 13) J 0, APPLI-CAU-E Q-6) "13 ir JJPPUCA5LE/ AF'F'U /I , Ar`V;Ll1_-*BL NCRETE API-H CO FIAT HEAr CN 1! Put csti 0; Nw POURLI) WNCRETE or. 5H7 ,l) F kAT1 VIDD C0N'RM_ AIJCHCFPS REQUIr1r p OR . .......... _...r (SEE S�_�EDUU 13N SHEET 14) R"OuRED v . . . ......... . . J ....... . . ...... -J ..... . ......... ........... TRENCH INSTAL Q(�, LATION VAUD ONLY FOR UP TO +70, -75 PSF' A.S.D. (j) HV WALK —OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER' HV CEILING INSTALLATION BY FLOOR INSTALLATION t SCHEDULE #3, SlIEE7T IF ...... ........ ......... .... .. . ... ------- . ............. ... ........ . CON: REIV ANCHORS (5EE SCMEDUU Oti�� K"ou. . .. ................... ................... . ............... _0 15) sTl,4G - �l Um !WW7R. AistN, vii GLASS (AASS 6 11C. FOR •:J:O 7T—! i"R rjj SPWIi LARMR TWX T_ '/4- Dt _7 _`:1 wx 111-V ZZ ffA Utiiiw,�,f I��, 3 1 r, WASHER HEAD 01 cLJLu ka six� -iK SCVS .................. . - ..... ...... �i f''IlPr-7 . . . ............. ........... . 17 C..C. fl MIN,, I/C. 1E. ON m�Sj CONCRETE S.o.s_ ANClior"S If z 41 SHEET EY-S-i3 WON STRIJ=Rk ir �i vau. ww pj�T J @7 Al J: J R xV M: GE or E.O. Ski) SLIS W 4- -,,3/4' r I L S.O.S. ADPL;C,;B'::' NOTE 13(b) . .. ...... . D . . . ......... POURED CONCRETE— 5 st.f. Noll: E_ �S_4m t oN ON SHEET I POURED CO' CREn—, ON. SHUT I .... ...... OR CO-CRET- BLOC- I ... ...... .... ..... 'A ......... .. .......... OR MCRETE BILOCK REQUIR0 4.."URE C KX5"01. HV WALL FLOOR INSTALLATION KEYSTONE MOUNTING INSTALLATION ONI.RUE , Q HV WALL WALK —OVER INSTALLATION "O)INQUARD INSTALLATION t Z NOTE, t T ilS IAILI 10' .4 SHA_L K N EME DISTANCE WHEN KRFORK0 i i- SEF .1HEE1 11 61IR S 1 '47 FOR SKI" CATIONS ON SHEET OR- FNTRANCEE BLADE "15, ON SiUrr 19 -PIT To A!l O��ERAt'�LE T%iT ♦ SEE 0� (ISE F . 91. y ASSE-M 2- MOUNTING SECTiGNS Ck, eE ;^OMB�_NED INSTALLATION DETAILS W/ 41 H V BLADE -N_.AW 'WAY TO SUT Vrf FLORIDA BUILDING CODE(Non Wo Velocitv Hurri One Zcme' 'Al 02020 TILMM, M.. Q'; 2020 EASTERN METAL Stj',IPLY. BERTHA HW, Os / Accordion ShUtter System U--A.S.SAm TIL EC 0, No 44 66 7 .N.V. BUa #1 W/ OR W/O RV, 1AINDOW RADE American Shutter Systems iEV. tl� DESUIPTION TILLIT TESTING ENGINEERING COMPANY j�AE '--,L;; 17 Association, Inc, Pis, MI, 3t MNCIIII� 6=011S, FOR:' As I OLD 0-iff? 7!2/2021X O.,,TE: 7/2/202o alnTc F 4268 We ,.)r: 2 West Palm Deocn, FF. 331,07 NO WALTER A. TUIT Jr. F.E20-164. U 441fi, 41111.11,11: 7 OF 20__j J OUT I BO• i I J 2'x2'x1/8'x0•-2' (6063-T6 ALLOY) ALUM. (, ; ANGLE W/(2) 1/4.0 TAPCON I ANCHORS TO CONCRETE (TOP/BOTTOM) do (4)81Cx1/2' S.M.S. TO TUBE AT EACH ANGLE. (TYR) I' 1 ,N SHEETS 10 & 18 j� ' `I' N i—IXISTING GLASS I N STA LLATI 0 N S W f (f) H V SEE NOTES ON LOCKING RODS T® HY LOCNS 0.1(32 ** AND ALTERNATE HV LOCK ® ON SHEET 5. - BiADE SLACK DETAIL � IS VALID FOR Pll ;Ir// BLADE W H V CENTERMATES CENTERMATES APPLICATION WRH BIADEo •Q s21�r (22) OR 2 SEE END WAIL CONNECTION ,- all 0 EXISTING GLASS_ ��'iILS Q(.J S{.IEEr$ 10 g, 1 6 ?, , OPPOSING. I M RYC 5Y. MET - - AL r.. efOxJ/4' S.M.S. O tz' f O.C. FULL LENCHT. CENTERMATES ( .................._.._.� 1 W J HV LOCK or ST I ! C_ENTERM S E1T._ HV. LOCK or MIN. SEPARATION To GLASS r € ry I.N.. `3 (SEE SCHEDULE ON SHEET t 1) s r f _ ; a_.._.. ...............-- .. r-.....GLASS `�8 • ®aR Q+OoR 19 • - _. GLASS G ! — r _ _ i allMIN. SEPARATION', ' TO GLASS (SEE SCHEDULE 1 1 N OP71ONAL .+ ON SHEET 11) j (INTERIOR) ........... ................_...__....__.._....._.___. _. t �? IOUT�3') HVD HVA >�1 O OUT I (EXTERIOR) No. 44 67( STATE )F ��cFc^ CORi , '11192r.> TURE/GATE t —__ . _ _. __....__ _ _..__.___ .--EXISTING CLASS all SYMMETRICAL * 6 77 1©o��i ' �6 — —� — — r"•1 ..__.___ I MIN. SEPARATION �C��E/NTERMATES $76 IN 0'®°"0,®-®,�jaR TOcnss rJ �A— V OC B�aX ~ OPTIONAL — i O O O® O (SEE SHEET 1 _) i v ,.. _ (1 ' 6 - 6 ax 9 • w 19 • $ ON SHEET t t ) 7 ......_ ...__— ' •.._........... --.02.._ ...................... ::.7..... HVE 02020 TILTECO• INC. �Cq��. TILLIT TESTING & ENGINEERING COMPANY WSS N.W. 361a. St., Ste. MS. NRGINN GARDENS. FLORIDA 33 Pi : (305)871-1530 . Fax : (305)871-1531 e-mail: tilte"O°01-1 Ca-0006719 1VALTER A 71LU7 Jr. P.Z. FLORIDA Uc. 8 44167 ;-.-POURED CONCRETE OR CONCRETE BLOCK WALL REOU4RED n _.T •. .-NCONCRETE' 4' ANCHORS fD z; 16' O.C. fl ;OUT - 6 1/2' MAX. SLACK '/' • ' HVF** FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone,' ® 2020 EASTERN METAL SUPPLY, INC. BERTHA HV-u Accordion Shutter System FA..SuSiAz H.V. BLADE jai W/ OR W/0 H.V. WNDOW BLADE American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 DRAWING No 20-164 r ALTERNATE INSTALLATION W/HV "T" LOCK 0 HV MALE/FEMALE "T" LOCKS CENTERMATES.i�g) ' & LOCKERS 02 5 W/ 11) HV BLADE SEE .END. CONNECTION DETAIL ON SHEETS 10 k 18 I I•E _•............"�'_..('-' DIMING GLASS Ov 1 I 2P.4 I [[ �N BLADE (DSLACK DETAIL 'ff. INDICATED ON SHEET B. f ELL AS UNIVFitSAI FLOATING BLADE®DETAIL HDD t{ ®q®pp©• 7Oub 1U •(�a INDICATED ON IRIS SHEET. MAY BE USED WINTHIS ALTER10f6 s t%, 10 • ®^"©• ®+©" c INSTALLATION DErXL HVG SHOWN IN IRIS ©+®al©•�mO•©w Z•.T•.1,a•.d._2 I , (sour-T6 An AwN. ANG µ.N. t/ao Twcen : u/s• °"I�• c DRS TD CUNCffE1E i ) ._ L INSTALLATION (1) HV BLADE W/ HD CENTERMATES S SEE END WALL CONNECTION..-.-, DETAILS ON SHEETS 10 do 18 po=/BGTroM7e 1 ...._-__---- ---- --- ___-_--___-_-_____ _ _ r (a)PlOallV' S.N.S. 10 'VBC ) 1 ! f'110x5/a' S.M.S. u 1Y" _ A EA[X ANct£. ()1 s I I O.L. NLL IENCIR. 1k (4) H.V... .,......�. IN4 .! 30 HV "T" I� PINS (WP.) _ ., PINS * SEE NOTE 6 FOR HV LOCK , LICK. ON SHEET 5. •r SEkIES 9Na ALVMINUN 202e_TS ALCM) NRG[ FW+OE THIN SN'_R NUfSERT, PART 1 C8]0, u N<NVFAC':OREU BY AWEi CHERRY t1E%iORN, HAR_JPPENY, NFW JERSEY 07ffia OR EDUA. _�� s (HV "T" LOCK (OUTSIDE)- 3,� OUT 1/4" 0-20 x 1 1/2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. 26 HVG* (GPiioRAL) HDB—HVB. SYMIAURICAIL HD_. CENTERMATES W/ 3xr' LOCI( iEXTE.RI0R1 HDD—HVD** FLOATING STACK OUT IO- >F NAL) -* (oriiaNAL) HDC—HVC SYMMETRICAL HD,_,_CENTERMATE..S W( >? LOCK INTER,.IOR) * 1".5 ND Q LO_!ti UN 9XEET S**fLV<MCUWEC GETNL XGC-HWALL CEMEPWlFS APPU{A1gMi WIRi dWE�yi FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone; �Q� 'V��ENS a 3 N0. 441' _ z -o•'•, STATE I:' y '. O •. FCOfl1C' �'''A�FSSli)NA` '°�. / - ... .. .-- ID2020 TILTECO. INC. % 1 L Cr 1 Fi c . A.S.S.A. . .H.V.BLADE American Shutter Systems Association, Inc. 4.268 Westroods Drive West Polm Beach, FL 33407 0 2020 EASTERN METAL SUPPLY. INC. BERTHA HV�,s Accordion Shutter System 1 W RV. W NDOW DADE H / OR W/0 7 - • �; l � .•'; • 1_.._......... ?" SEAL/SIGNATURE/DATE TILLIT TESTING & ENGINEERING COMPANY 6545 N.W. O6N. St., Su. ]U5, —NIA G(305). FLORIDA 3516t Phone : (J05)-1530 . Fox : (305)871 -1571 e-mail:-M0006OooLcom cA-ODD6719 WALTER A TILL -If Jr. P.E. FLORIDA Lic. T 441B7 ; y, N DESCkIPi10N DATE _ DRAWN BY: N.P t OLD 17-107 •/2/202 Of.TC 7/2/2020 2 DRAWING NO 20-164 s 4 9 OF 20 6 _SHE W. . .. . . . ... . ...... ...... POURED CONCRETE POURED CONCRETE OR POURED CONCRETE A I CONCRETE OR CONCRETE POURED CONCRF .... ... . .. .. CONCRETE BLOCK WALL OR CONCRETE. , %. "' OR CONCRETE ... . .. .... ............... REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED j 13LOCK WALL REQUIRED I EXISTING GLASS EX15TING GLASS CONCRETE ANCHOR/ EXISTING CLASS -2- MIN/ EXISRNG GLASS -Z V MIN. SEPARATION 2" MIN;;' --- TO GuIss (SEE MN. SEPARATION MiN. SEPARATION SCHEDULE ON SHEET T A 0 ED TO GLASS (SEE el - GLASS (SEE MN. SEPARATION /117 EQ 101 FOR BLADE (DAND GLASS (SEE SCHEDULE ON R-IEET To SCHEDULE ON SHEET (601 16 x MAX..-.-,,......... N SHEET 19 FOR 2DULE ON SSW 11 FOR BLADE (D AND SCHE I I FOR BLADE (DAND 63-T6) CONT.. RLADES & Al (LOCATE AT ... .. ...............................CLOSER B.-AvEs a)& 0 PLATE. (LOCATE . .......... . . ............... ........... ... .... BLADES (D M". BLADES Q OFEITHER SIDE AT EITHER SIDE (D) OF /2' MIN: j 4 USE I" OR 2" MAX. .. . . .......... .... APPLICABLE).2"xi/8".0' 2.. f 'AS U NUM CLIP ANGLE "30/2" S.M.S. a 16 D.C. MI a 16" O.C. 1 (60 �p k� _j� 63--T6 ALLOY) AT LADHEIGHT-II . . ........ .......... ........ . ..... . .... . . . .. . .......... ............. . ..... . ........... . .... 1) 1/2" (D & . . ..... ....... - .......... C4) . . . .................... w (2)1/4"0 TAPC -...III TO WALL AT 1- O.C.-AT �r5 L.ECTF1.1�—J" R NE(;LOCAT SEE DETAJI EITHER SIDE OF@) I OR SET DETAIL X FOR SIDE COI, N L�l' OR SIDE CONNECTION I:fvl OR TO TRACKS SEE DETAIL X FOR 10 TRACKSwkyw�SIDE CONNECTION' '- TO TRACKS _10 END CONNECTION DETAI END CONNECTION DETAIL 0 jEND-QQNWQCTION -N CTION DETAIL END CONNECTION (i) A R SPANS GREATER THAN 12*-0* P LI I` R D CONCRETE OR EXISTING GLASS CONC�ETE B I OCK WALL CLAS G) ... ..... ... .... .. LAN. SEPARATION .... TO GLASS (SEE Y 'i ----------- MK 9 - PARATION S > I I LE ON SHEET TO GLASS (SEE A I (D OR(�)OR(DOR ICHEOU 01 I FOR BLADE OAND CONCRETE 1/2" MIN. SCHEDULE ON SHEET -------- CN SHEET 19 FOR ANCHOR 0 11 FOR BLADE 0AND 7 a @OR@OR(90R(g II BLADES 0 & 12" D.C.", ON SHEET 19 I'OR /"CONCRETE 4"' BLADES (D& 0 ............. ANCHOR OR(p 16 ................... . oC. � 44 M. . ... . .... ------- ... ....... . .. ED .......... .............. . ............ '6_)OR®OR(9011 /2- MIN. IV! I N. ♦ SEE LIVILTATIONS OF USE FOR 2' ... . . . . .................... .... . BLADE IA ON SHELL' @OR@OR(qOR(j3OR(g VIEW .. ... ... ... .... .... ... 5 PLAN (b OR &\ -DETAIL X POURED CONCRETE OR . . . ... . ............ . .. . �_111_ CONCRETE BLOCK WALL REQUIRED END INSTALLATION &(D'@-&0-@- 1) HV BLADE HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL, END CONNECTION DETAIL END CONNECTION DETAIL @ w0-0 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone, -Zt>'}(yi 02020 TILTIECO, INC. @2020 EASTERN METAL SUPPLY, INC. #E—RTHA HV,, Z Accordion Shutter System No. 44 16 TV ; _1 �A.S.S.An KXV. RA#1 W/ OR W10 KY. WNDOW 0-4a NG Ei� Se T MN- TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems �N DESCRIFTION DATE I ORAWN By: STATE63� N.W. 36th. St.. Ste. �, �M!41A W004S. FLMDA 3316� Association, Inc. I OLD 17-107 Y/2/202 DATE: 7/2/2020 Ph- : (305)871-15,10 . Fcx (305)871-1531 42 estroods Drive 2 61: tilt-0-I.— 68 W —DRAWING No 0 R 1 West Palm Becch, FL 33407 —3 CA-0006719 WALTER A. TILLIGI J, P.E. 4 N A I FLORIDA U.. 111 44167 5 1, Ft�. SEAL/SIGNATURE./DATE SHEET 20 J (ft.). FOR INSTALLATIONS W/ CENTERMATES_ �@ & ® or or e W/ ONE H.V. LOCK ® or © or or HD LOCK ® W/ NO LOCKING RODS%3 or CENTERMATES ® & @ W/ ONE HV "T" LOCK ®'W/TWO LOCKING RODS (5 TOP & BOTTOM (SEE NOTES t.ttl Iuznw CONCRETE & WOOD INSTALLATIONS V T.S.D. DESIGN PRESSURE WALL MOUNTING FLOOR/CEILING MOUNTING pOR IN 7'-1 ME SCHEDULE #2 MAXIMUM SHUTTER SPAN* 14." OR "L (ft) FOR INSTALLATIONS W/,QPPitS'NG CFNTT`f?M.ATPr �`-7 & ONE H'✓ LOCK, W/ NO LOCKING RODS (SEE NOTES t. tt) CONCRETE & WOOD MAcwUN 0.G.D. DESIGN IN -TA! . LAVONS' pHES'SLHE RAi.NG WAU. MOUNTING (+ OR -) & FLUOR/CEIUNG MOUNTING 30 16 D 16 0 35 14 10 4 to _.. ... . ,...45 13 .. 1' ..#. 13. . ... ... ..... .. 55 li'-io• ( n ..- 1 1 4 1 11 44 ..... ... -. ,„.."». 10 70 t0 6 BO........- ..... 95 9'-0. -4" ,. I R .... 10 . . H'...................................... -4" -7'-7' 115 B"-T 1 T-3" I26 8 0 G it 14G T-5" -7" T 55 7'-0" 765 6'-70" 5' 1' 180 ..... _E�.-s�......._€ ...._q...-8........... 4'-6` .__.._.._..0,_..... 190 __....... ............ 195 ,6._ae 'LOG 6.-2" 205 6'-t" STA':OF SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L4-'• IR "L—" (ft.) INSTALLATIONS 07 & _W/ ONE HV LOCKS y,' OR W/ NO LOCKING ADS (VALID FOR MOUNTING(I7 SHEET 7) CONCRETE .S.D. �GN INSTnLIATIONS PRESSURE RATING FLOOR/CEIUNG MOUNTNG (P.-) OR (I OR FLOOR/WALL MOUNTINO 30 16'-0 16 0' 35 15 -2 16'-70" 40 14'-2' 1i'-2" .. 45....... 13 4 t 14 3" I V-11._" ...._.60...... ...1O 2 _10 I1..... . .. -...... . ..... INSTALLATION LEGEND CONCRETE & MANSORY WOOL WAIL A. B. C, D, E. M. N. 0, P. 0, MOUNTING f F. K & L R, S, & V. FLOOR/CEILING I C. H. I, 11. J —� T, U, 1W & XT MOUNTING & M V MAXIMUM SHUTTER SPAN "L+" OR "L cOR INSTALLATIONS INTO WOOD SHALL BE. :JMfTED TO 105 PGf. A.S.D. DESIGN PRESSURE RATING. t HV CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE ()5, SHEET 5. 1 1 EXCEPT THAT MAXIMUM SHUTTER SPAN "l+" OR 'L AND M7J(I,MUM AS.D. rEESING PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: I- CONNECTIONS 70 KEYSTONE MOUNTING LIMITED TO +64,-72 P.G.T. AND 8'-0' SPAN, SEE MOUNTING@Or! SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" J HV BLADE 02020 TILTECO. INC. / c"�C3 TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36tD. St.. Ste. 305, VIft01Ntd C•ViCENS, nDR10A },l Phone : (305)871-1530 . For : (305)871-1531 B-mail: tilt ecn®GO- CA-0006719 WALTER A. TILLIT Jr, P.E. er„nc /n nTr FLORIDA Ut. H 44167 (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.O. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE N.S.D. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN •L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 1.4" 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: LI+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS, FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE. RATING: DETERMINE: LI MAX. SPAN FOR WAIL. MOUNTING INSTALLATIONS. 1-2-= MAX, SPAN FOR FLOOR/CEILING MOUNTING ]INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "L1+". "1-21", •_I AND "Lz-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. FLORIDA BUILDING American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Non High Velocity Hurricane Zone;{ (D 2020 EASTERN METAL SUPPLY. INC. Ba✓d-" I II#-& "17'.>.M Accordion Strutter System H.V. BLADE #1 W/ OR W/O H.V. 1MNDOW BLADE AWING No 20-164 w1a J •I 1 O: "*f./A rem 1, 141117111C VA VA 101;wfiom 51 :a I WIRWIT412 :i1 POURED CONCRETE ,SEE MOUNTINGS A 8".'!; t3 .14-0 " av SHEET 6 POURED CONCRETE/CONCRETE BLOCK W.YI Muu AfWALI HEADER MOUNTING 1,., W/ 12,. A WALL HEADER MOUNTING 1. ,� W/ Ai � WALL HEADER MOUNTING f WALL SILL OU D N1RNG } W/ � - D WALL SILL OUKTIN L c / LL CC) & F WALL HEAD R SI i 1 SPAN (N) AS.D. MEN NEGATNT P_BESSORF RATING t� 30 i aa; fi0 75 rv90 i1201180,'205 W/ %� t5 D DFSGH flECAiR£ PRSSURE RA1W �SO ; 40' 751, 90 I120j1601205 MOUNTING SA DF9t27 NECAINE fM{6SOt1E RATING ... 30 € 1.40 j 60 75I 90 .t20; 1ti0r,205 ! SD7, D6R..N 50 40 60 THE PRESSURE R471N0 jai, 75 90 126 160 W5 AS.D. DFSON NEGUNE PRES4RE PA#bY.: ( , 30 i 40 60 + 75 90 120Tt 60 Y205 ,t D 06N91 NEGAINE PliES511RE R11114i -1. 30 40 80; 75, 90 120;7G0 205 ,, 3-U OR L£S:; / { ' 12 . 10 9 8 i B fi : 6 ,.......t..........................;............................4.....__ t 14 12;10 9 8 B 6 6 14 ,12 j10. 9 f 91e 6 ', 5 14 12 _...." __.._. _._.: 14912 10 14�12' 10 6. _9_ B,y „8,,.. 6 ....,,... 9 8 8 6 6 9 -8 8 B 6 /4 : 12 i 10 p 9 8 8 6 6 .,_...,,......•..............................._.._....................... ! r 14-. 12'101 9 8 6 8€ 6 14 12 f0 ((9B 0 B...I. 6_. j. 14 12 10 1{12l101'B 8 :8 8, 6 1{ `t2 �j.10 9 [{ 8 8 6 J 14 12'70 9 e B- B6- 14 12 ,</< 0 fi�-986 B e t8ig 'B •'8 65 14 12 110 9 B 8 6 6 14 12 "9 8 8 6 1, 14 12 10. 9 3 8 8 8� 6 I ! .{ _ -,� 74 f2 10 9 8 8 6 14 i ': 9 g B 14 12 10 9 B 8 6 4 � 10 8 14 12 - f0 y6 9 g.'t{ 87' 6 8 9' 6 1a 12 10 9) 8 B 6' . 12 . g B 6 6 a a B" e e 8 tl 7 "6 q•_p 10 12 9 E B 6 i 4 f9 12 1 f0 9 8 t B 45 - 1a 12 1 ti 12 `f0 8 B i 6 ; 8; •tl '. 6 4 74 72 10 9" 8 � g 6 8 14W 12 10 9 8 e E 6 14 12 1 8 t5b {- I4 12 10 9 8 8 It t B; 8 8" 6 6 14 12 10 t 9 8 8 6 9 9 i 8 9 B" g 6" 8 '8) 8 8g 8 i 65 5 f4 12 10 , 9 f B i 6 6 4 14 112 f0 ;(9 9 8 8 8 6 14 12 10 9 8 8 6 1 6 14 12 1 i0 9 8 e - - E 14 12 '10 9 8 8 6 ( f4- 12 10 i 9 8 8 15 1L 12 10 9 B 8 4S �. } 14 tl2 10 14 t2 10 ! 9 8 8 B 35 9 8 8 6 35 11 j12 10 4 t B 8.1 6 6 1412 10 9 B 8 6 81411 14 12 10 9 753 - - 14 12 10 8 7S 55 8 i 8 8 8 75£55 4 7 5'-0- i. 4 12 i10 9 8155 j 512 141i2. 10 9 8 8 45t 1412 1..... p 6 5 2 10 { 9 8 7 11112 10 9 Bi'.3 14 1 10 2 9 8 8 5 {4.7'121019 ------ g-B a 14 110 B; a -` e£ 4 1 14 [ 12 `-9 1,13 8 8 35 14 712 10 t 9 .8 8 6 .f 6 14 112 i t0 9 e �8.7 16 112 .... 9 8 75 _g i'B 8 1�8 8; B I B 7 5 55 4 14112 110 9 }18 55jj J 14 12 10 9 7 8 I55; 14#12 10 l4 Ti O 9 8 e 451 F V. 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IO 165 95€y7 45 - - I- 9 1 85165M1 65 5 } - ...,,.... ... ... ...... Id'i .. .,. ..1. __. _ 8 1 5 _........ ._..... 85 6 4 f ... ...... 7 - i 1 t5 5 55 - 9 €65 45 1B•-0 14 7. 1 85 .- 66 4 10 75 5--� 3 ... - B 16 4 V\CEr, mac,' No. 44167 '`COR1�1Q I. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Min. Vc - 3 kei) - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDE%. (Min. rc = 3 ksf) ANCHORS SPACING I MEND - 1/4"0 x 3/4" ALL POINTS SCUD -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. rc - 3 k i) TAPCON OR - 1/4"e BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. rc = 2 ksi) TAPCON WITH ADVANCED i _ f/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT. INC.. AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY THREADFORM TECHNOLOGY 7 OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. /'e •- 3 ks�) ALL P01NTS SOLID -SET NOTES: BLUE TAP W/ CAP AI) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ TAPPER+_ � ANCHORS IS 1 3/4', AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2". A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE. ND EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 I/2" LONG MINIMUM SHOULD STUCCO EXIST, AND • SEE DYRRl10.4S OF Us_ roRi 1' MINIMUM FOR WALLS WITH NO STUCCO. BUNE (IA ON SHEET 19 I A3) 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 SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A7) & A.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER, FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. (8) TO EXISTING CONCRETE BLOCK: (ASTM C-90) - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. - 1/4"0 x 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: DA) 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'. 6.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL. BE E.NRRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXSTNG WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES: ANCHORAGE SHALL BE AS INDICATED ON NOTES B.I) & B.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. "1~ HV BLADE OR 0 , H!` - V BLADE w/ 1A? HV WINDOW BLADE WORKING IN UNISON a EDGE D£5T3NCE VERSUS SAAC Nj_�_S�H�,Q4{LF TQg_.ANCHORS; MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW, FOR E. D. LESS 1HAN THE INDICATED, REDUCE ANCHOR SPACING BY MIJ TIPLYiNG SPACING SHOWN ON SCHEDULE BY TH£ FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS IHAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. FACTOR ACTUAL EDGE TAPCON TAPCON WITH ADVANCED _ __.._._ ....._._...__...____ �' POINT SOLID SET BLUE TAP W/ CAP....._.._.TAPPER +_ DICTANCE THREADFORM TECHNOLOGY .f]}__.. _ ....._. _._.__ ........., , MIN. SPACING -� E.D. MIN. SPACING AC NG 3 MIN. SPACING 3' .._.,....._,.,...___..__- MIN, SPACING � 3 1 2' - / I MIN. SPACING - 3'I 3 3/4' f 4' i=^URED CONCRETE & CONCRETE BLDDK BL pO1� OONOWE LUNCRFiE BLOCK` POURED �CONCR(iE k-�POUREO CONCRETE &'iVlP3]) C .IEi CONCRETE BLOCK ' COW.]3TE' L4iKx MN ED MT4 ED.•3 1 2 MN. EO.+2 1/2'i / ) CONCRETE BIDDK MN ED 3 1 "I MN ED.7 MN. ER-3 1/2'IMR EO"2 1/2' 3 1 0 0 90 1 0 D 78 1 0 0 84 1.0 2 1/2 051 ., 1.0 . ,. .. E 067 .. 10 w 071 ... 1 .. 051 1 3/4 091 ,... ,.... _..... __........ 0.43 .. ...... .�... ............. , ,_...,.... 1.... k._.........,... _. _ ._..._.. ....... ... ..._ .._. .... .......,_.._ 02020 TILTECO, INC. Z�T:�ILIEC�Oim�c TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th- St.. Ste. 305. V:RGWIA GARDENS, FLORICA 33 Phone : (305)871-1530 . Fm : (705)871-1531 e-m 6 eol.com. 067 079 GA-0067 YlALTER A T:U.R Jr. P.E. 1c 1n nTc FLORIDA Lic. f 44167 A.S.&A. 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American Shutter Systems ASSOCIa}IOn, Inc. 4268 Westraads Drive West Palm Beach, f L 33C07 BERTHA RV Accordion Shutter System H.V. BLADE #1 W/ OR W/O HV. WINDOW RARE EV. Nei DESCRIPTION � -? DATE ,DRAWN BY: M.P , OLD 17-107 _"`"" 17/2�202i1 DATE: 7/2/2020 RR 2 _.� iDRAWING No J ^ �._ . 20-164 a a MAXIMUM A.S.D. DESIGN PRFSSURE RATING (12.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in) SCHEDULE FOR A [GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RUN • AND A CORRESPONDING MOILIMING TYPE - (SEE MOUNTINGS ON SHEETS 16 & 17). !EF; L-J E=3 E SOUTHERN PINE No. 2 W MIN. G=0.55, / SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2- MIN. COX SOUTHE4<N "' ° 2 W� MIN. G=0.55, SPRUCE PINE FIR NORTH SPR CE PINE MAMMUM DOUGLAS FIR W/ MIN. G=0.50 W/ MIN, G=0.43 W/ MIN. G=O,36 PLYWOOD MIN G 0 SO W/ W/ MIN. G=0.43 FIR SOUTH W MIN. G=0.36 SPAN (N) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N,O&R FLOOR MOUNTINGS M. 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SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) - 1/4•e TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. 8UILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT -DOUGLlS FIR W/ G-0.50 (N.O.S.) EACH SECTION ON SHEETS 15 & 17. -SPRUCE PINE FIR NORTH W/ G=0.43 (N.D.S.) EXCEPTION: SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/ 0=0.36 (N.D.S.) 2. ANCHORS TO HOLLOW CEILING SHALL 8E AS PER MOUNTING TYPE U. SHEET 17 0.VD SHALL CONSIST OF -MIN. 1/2" COX PLYWOOD (1986 APA) A: ISCREWS AS PER NOS 2016 SPECIFICATIONS. 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. EN , No. 44 67 i ,o•.• STATE r , =9••. F P.; �"N', ?S/ON'Fo1 02020 TILTECO, INC. TILLIT TESTING & ENGINEERING COMPANY e355 N.W. 36th. St., St.. 305, WRQ1nA GARDEAS, FLORIDA 33 Phone : (305)871-1530 . Fox : (305)871-1531 e-RI cA-000s7C 00067 19 'ALTER A. TILLIT Jr. P.E. 1E FLORIDA Uc. 111 44167 FLORIDA BUILDING x m 13, A, American Shutter Systems Association, Inc. 4268 Westroads Drive Wes: Palm Beach, FL 33407 Non High Velocity Hurricane © 2020 EASTERN METAL SUPPLY, INC. Accordion Shutter System FLV. BLADE &I W/ CR W/D RV. WINDOW BLADE OLD 17- :AWING No 20-164 e III LATION DETAILS ON EXISTING WOOL MAX. SHUTTER SPAN L+ -WALL FINISH BE LIMITED TO 105.0 os ;...... 1/4-0 TAPCON OR A.S.D. DESIGN PRESSURE ' TAPCON WITH ADVANCED THREADFORM TECHNOLOGY I r_, j�:_.:..-........._.,�ji:...,,....... .. ....,_ W/ 1 i/2' Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEALER. (SEE SCHEDULE ON SHEET 15) r j(I -ION i l EXISTING MIN. ) : 2'x4' WOOD 777 " ..�•^>: € HEADER REQUIRED C ••( !J OR EX!STING I' ON. SEPARATION GLASS --I TO QlA S (SEE i_.......... SCHEDULE ON SHEET f 2 1 11 FOR S ADE DAND.............. CN SHEET I9 FOR BLADES 1) ... ,............... I ......... .. .......... ..I} . ,__il.,::.. ( HV WALL HEADER INSTALLATION EXISTING (,_._..,... ................ ^. .._....... `T € CLASS--p 1T F 2"xa" COM--( fdlN SE AMTION TO GLASS I x I (SEE SCHEDULE ON SHEET 11) T'(( W0% PIAIE (.4 REO'D. � �: tl i t Oz jj .... WALL 1 •�( �+ .. ,. FINISH ISs€ F _ 1/4"0 TAPCON OR ,. TAPCON WITH ADVANCED THREADFCRM TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 1/4'0-20x3/4" S.S. MACHINE f..-- QOR 1 $ / SCREWS W/ 1/4'-20 NUTS 1 Nn --7 O.C. 1i• fT O EO J . 1 1.-OR 15': Li -OPTIONAL I WALL FINISH - 10fISTING MIN. 2 z4" WOOD tl HEADER REQUIRED MIN. SEPARATION TO CLASS EXISTING —(SEE SCHEDULE ON SHEET 11)......... .. .E GLASS-1 ON HV WALL HEADER INSTALLATION i 1 ALIN. SEPARATION TO CUSS El,= ,_(SEE SCHEDULE ON SHEET II) _ GLASS ' L 1/4'0-20z3/4- S.S. MACHINE SCREWS W/1/4--20 4-71 NUTS 0 12.-1 ._.._: C.C. III; rJ, I WOOD PLATE E i 27 REO'O. S. i1 tt}I S .—@-(g I y 5til�-Ly! L5' lJ y{ 1/4'0 TAPCON OR TAPCON WITH ADVANCED •' j t ;i THREADFCRM TECHNOLOGY W/ 1/2' }. Min. PENETRATION OF THREADED AREA INTO PLYWOOD } ^s- 111 -••--.: s_ , (SEE SCHEDULE ON SHEET 15) EXISTING MBA. 2'x4" 'i STUDS 0 IS' O.C. MAX U-1/2" MIN. COX PLYWOOD REQ'D. ,`- REG'D. PLYWOOD TO BE EXISTING MIN. 27x4" STUDS 0 16' O.C. MAX. RF.O'O. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2'08 OF THE F.B.C. lD)U%1 WA11 CII I 1\ICTA11 ATIA\I SEC 2308 OF THE F.B.C. .'\GENS No. 441 i a'•, STATE. D �D� •., FLORID '��''ass�ONAL N a ON. SEPARATION € TO GLASS (SEE ' I I,'T' 0R L HEDULE ON SHEET iI FOR RSALE AND- d ON SLEET 19 fDR EXISTING tl BLADES () k 4;� I , GLASS--11 sll (I. H WALL ._.. ----'-'--' - , L G-'Y,. ,,.. FINISH; .hz'. (Ile :"_ (. __})i 4 ........-i 1/40 TAPCON OR TAPCON WITH ADVANCED �.-71HREADFCRM TECHNOLOGY W/ 1 1/2" Min. PENETRATION E T T IO AD THREADED AREA 70 EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 2'x4" CONT. SILL PLATE. REO'D. :....................._- __.,..._.. ... `,.. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) ! I GLASS-j ) 1 � T 1/a•0-2oz3/a S� I I 6 MACHINE SCREWS ( I i USING 1/4' 20 NUTS I it tl ® I'_ O.0 - � (( •1 S'DR 1 s p l III \ .- . : 1' Min. t{ I �j tI ... A+ �� 1/4"0 TAPCON OR '-CON WITH ADVANCED I -SEE SHEET 4 FOR TYPICAL 1/2' MIN. CD IhIREADFCRM TECHNOLOGY SHUTTER ASSEMBLY. 'LYWOOG REO'D. W/ 1/2,' Min. PENETRATION OF 2-MOUNTING SECTIONS CAN B71 WALL FINISH ---a THREADED AREA INTO PLYWOOD (SEE SCHEDULE ON SHEET 1S) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. @ HV WALL SILL INSTALLATION ( S UMLAARCN$ OF u E OF BLADE :�A ON SHEET 10 02020 TLL7ECO. INC. jl 11 j 1/4'0 TAPCON OR TAPCON WITH ADVANCED # 4' CONT I 1 THREADFCRM TECHNOLOGY W/ 1 1/2- PLATE `-- Min. PENETRATION OF THREADED AREA. TO EXISTING WOOD HEADER. 0. € el SCHEDU ON SHEET IS) tLE __• -( WALL FINISH ®_HV WALL SILL INSTALLATION FLORIDA BUILDING _ w 1 L A,. e a n American Shutter SyStemS TILLIT TESTING & ENGINEERING COMPANY Y16^. Association, Inc. 6355 N.W. 36tii. St.. Ste. 30S, YIRGWU VADENS, FLORNA PhOre : (305)e71-1530 . Fox : (305)571-1531 4266 Westroads Drive "tail' tilt ... cool—m West Palm Beech, FL 33407 ......__ CA-00067 HI WALTER A TILUT Jr. F.E. SEAL/SIGNATURE/DATE FLORIOA ua. p 44167 CODE (Hon High Velocity Hurricane Zane` © 2020 EASTERN METAL SUPPLY, INC. BERTHA H 1r iM - Accordion Shutter System KV. BLADE #1 W/ OR W/o H.V. WWDOW aADE iAINING No 20-164 a.' w INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1 HV & ) HV , BLADES AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH RV BDCDE t 1`: ONLY .-WALL FINISH SHALL BE LIMITED TO 105 0 nsf.�. A.S,D... DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1) & (1A`) WORKING IN UNISON 1/4"0 TAPCON OR € TAFCON WITH ADVANCED 4"x8" (Min.) E%ISTING '- ED EQ - .2 MIN 3 'rHREADFORM. TECHNOLOGY WOOD BEAAf REQUIRED 'r I t W/ 1 1/2" Min. PENETRATION 1 4. STRUCTURAL ADEQUACY ! (-• i EDGE (IF APPLICABLE) i OF THREADED AREA TO ¢,S TRUSS S.S. OF SUITING WOOD BEAM r s ""+1,^""""'"" I "' )• EXIsi ING W-11 HEADER. .." 1"._. PHIWPS TRUSS HEAD TO BE CERTIFIED BY ,.^ is Iw + _ M : MACHINE SCREWS '? i (SEc SCHEDULE ON SHEET 15) = W 1/4•-2 NUTS RECISTEREDPENGINEEft ON J' RIOR TOO ;✓ EXISTING WOOD , lid{X1iSt _ A� t I f T 9 --•EO EO 3 ""-�� ® 12' D.C.O SHUTTEARCHITR INSTALLATION E / f r < I/Y ,1 ---•.! TRUSSES OR i 1 r 1/2 RAFTER ®24' EO tr.';._; ! / 3 € --•- •.r $ ..I U.C. REQUIRED 'LL {_, 1/4 "0 TAPCON OR """' !``i r7.7 Yj\LLTSkY L "�/1 I{q t )t TAPCON WITH ADVANCED, f f / -• �., >r•,.—. -I 1 Si._ THREADFORM TECHNOLOGY EXISTING SOFFIT W/ 1 1 2" IAin. P'N TIO 3 4" Max. THK. I I `" { ' '• M OF THRFAUEO AREA TO N Q EQ 14x3 4 j[E EO '� EQ ✓ (I �--OPTIONAL _... �.. ......" � ,.• / ...._ ....(� - .....»_.......�._.. _.. x4'z1/8' CONT. ALUM. TIiP•E f t€` T SEE SCHEDULE ON SHEET ) O 6 D.C. ii- "`>:�� ^, - EXISPING WOOD HEADER. 5 ; i S�M_S. 1 V I6 T6 ALLOY W/ I I) or 13 OF 15 (3)5/16"0 LAG SCREWS ?0 r) EACH RAFTER OR TRUSS. IRA d'' (y .. €q 1 I j € .i € LOCATE LAG SCREWS AT EXISTING MIN 2"x4" 7.y =g O O EXISTINr—II;HEADER4 j MIT.' MOIYIDTH OF EXISTING W000 Ills ... ,� `"'•'A s �[ ,sy REQ•D I3 j E ; tay } < A..? I ° Ic*>n i,_ I E MEMBER. GVSS I: _ w, MIN SEPARATION TO GLASS ) I OPEN HOLE A? EACH 1 1 _ T 141 (2" Min. NOMINAL (SEE SCHEDULE ON SHEET 11 EXISTING STUD TO ACCEPT 1--' - WIDTH) W/ 2 Min. I PENETRATION OF THREADED 5/16"m LAC, SCREW/ ( II x)^~GLASS—i)IAT CENTER OF TUBE. f I I NEA, VALID FOR j"""' ' = '` INSTALLATIGNS WTH 72vsi AAnoN MAX. AS.D. DESIGN LOAD AND S HIV WALL HEADER INSTALLATION ro (SEE p{ t EXISTING wN SEPARATID,(al* 'J„"._• ..,.I SO;EA4E ON 511E10T ( H GLASS— TO LASS (SEE I B'-O" MAX. SPAN. THIS 11 FOR FAME trjMp t"" : `-J �♦ I SCY43%LL ON SHEET I : ( INSTALLATIONIS ONLY VALID t Or1 SIiO;T 19 FOR I) 1 OR ti'� tl Fart aopE O)++m :"' FOR WOOD l5' MIN. SPECIFIC Ol6 ,J I 11 i �,......._ _ l.. ON ggET 19 FOR ? [ Ij GRAVITY OF 50 AS DOUGL15 ,I -SEE 9H[[T 4 FOR TYf .CA! SHUTTER f55ENULY / - •- ---- , - --- . X -- w. y •.1,, ,, I MA ES ry I A� 4 Ij I I ;+^� ♦ FIR OR SOUTHERN PINE Na 2. 2 AIOUMINC SECTIONS CAN BE COMBINED / , '_.. _., .. .. „w", it -. F--�)/OR 1 IN ANY WAY TO SUIT MT INSTALLATION T IH.Y CEILING INSTALLATION . OR EQUAL. _._.., ._ _,..... NINSTALLATION . TO slPuunOn , P f E /"Z I G r T-� )_ FAIN SEPARATION TO GLASS I SaN.'D.wLE a.�s�i>Er i 5----.-�),'OR ( MIN ..... T �� ..... .... 1 _ S --- (SEE SCHEDULE ON SHEET 11)" """""- aft I' EXISTING tttt g € x I SEPARATION I I FTR BJ2C O. MD (, EXISTIN L: I GLASS I aJ siEET 19 EAR i�Q E €€� TO GLASS I Y GUSSJ' (1 Z \ I �'��/` 1 I' 1 €( ~(SEE SCHEDULE �I I $.' jlsl��'" it 7 dlE ($ Yr ;ON SHEET T1) I I ALTERNATE '� 'LOCATION ` A'' ice` I 8� I e. NA1 EXISTING _- FINISH: `�: I A I L \V 3!9 i utn E G ASS_ -"I I . .4 € at 1 4` t. } .. tom._) _ W10x F44 HEART K ,• Y I l'.. 2"xe' MIN WOOD �„•., Max.„, U L.i ./ 1/"MIN `�. ASY. D 1' IIL� l 1 I ! I \\\\ DECK RFOU;RED 13 QRI 2`x6` MIN W000 SCREWS 13 12` o.c (NU FNISH i <_ a at .._.................,..,.-._.,.,��,ECK REOWREO (NO Ut . Y I _. _T•. J (�- "''''' ,- ALLOWED) ( FINISH Al I OW[D) ,{ _ :: -.:.EDGE r_ ._SSi,1lYLlli TL S 1 19 Q i -,Q\ l EDGE OF OELK I f /2'` 1 OFµ r USE F DECK 1 S 1/4"0-20x3/4" S.S. IF APPLICABLE f ., .r3.< ! .. ... APPLICABLE .. .. DECK IF.... F APPLICABLE {{ 1/4"0 TAPCON OR PHILLPS TRUSS HEAD '3 Li t i TAPCON WITH ADVANCED M'n'ff.ACHINE SCRElVS 2'� ._:.."' i.... 2 4" CUNT... ......,_ ..._ ... SELL PLATE jj • . THREADFORM TECHNOLOGY W/ 1/4"-2C NUTS """" 1/4-0 TAPCON OR TAPCON WITH IuOVANCEJ ' j - W/ 1 1/2` kin. PENETRATION 1/4"m TAPCON OR TAPCON WITH ADVANCED THREADFORM ..;[ THREADFORM TECHNOLOGY W/ 1 1/2" Mm. -"•^-2 LAIN. REO'D. 2 `:. fY 12" O.C. / 1/2- M'n. PENETRATION OF THREPDEU 2" MIN.— .. _' € OF THREADED AREA TO TECHNOLOGY 'IT 1 — -' PENETRATION OF THREADED EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) AREA TO EMSTING WOOD HEADER. (SEE ---- -- (SEE SCHEDULE ON SHEET 15) - SCHEDULE ON SHEET 15) V} HV WALL SILL INSTALLATION ♦ BLADE CIA NNSFEET 19 FDR (yy1 HV FLOOR I STALLATION �X; HV WALK —OVER INST ELATION `. L._...."' v �' FLORIDA BUILDING CODE (Non High Veiocity Hurricane Zone; \�� y�11�lt t� �rx/// ©2020 TLTECO• INC. (b2020 EASTERN METAL SUPPLY, INC. EN __ ,; Accordion Shutter System No. 441 7 xW��— m H.V. BLADE #1 w/ OR w/o FLV. WINDOW BLADE alE�- -' - American Shutter Systems 3 7k t 7C �W TILLIT TESTING & ENGINEERING COMPANY e<.v_N DESCRIPTION GATE DRAWN BT: MP _ i A'• STATE 0 ti> 6335 WW. 361n. St.. Ste. SOS, VOGNIA C+ARDENS• FLORIDA 331ct Association, Inc. I OLD 17 10] :/2/202 M7E: 7/2/2020 - .� •, F : ty ``jT Phone (305)871-1530 . Fax : (3C5)871-1531 4268 Westrcads Drive 2 "....-------- .� Off:• LOR1©; •'�� =—mcil: litteco®oml.com West Palm Beach, FL 3340i 3 DRAINING No WN_1ER A TILUT Jr. P.E. ~{ ....•'-_'i-� 2C1— 1 6,4. JA7//., IV €Al r•� 01\i\\ CCnI /c,!•Dint, for /rinrr FLORIDA Uc (I 44167----- - --- _. T END INSTALLATIONS i 1; HV BLADE OR ly —A� WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS NW. WOOD SND6 RFO'D. 2 1 el'^YYJDD 6' 1/C TAPC r P' S (AS AmIxJ;6,L) DNDR ` \ %{.. y" %J+2 6' O.C. ES OR Wf0 f i FWI6Ni \ / SNDOft w/ { i v /2 PWCIINiON i ro 1/2' COIST S co— CLASS .....� i Y PLYWOOD J NO : t To CIAM IAA (SEE _1/2• uLY. COI --- -r�-.e s>Fu.t[ w sEl:r - •..,.,,., vuwoaD. �_�;�• x - i: r n �/! - RI 9 . 19 FIR (rUa T6) DDNT eM1S 1/2 al .'s M. �A F KUu. CLOSE I __. _.�_ 1/2• WN. TwE. -,--+ AT RNCR 4Dr. N .......... UFO) AI ,........._.__ ...__ �_%10.1/2' Sus �. 01fi O.C. E1o,1/2• S.—. / a _ ....... OR :'P* 4 _. ��3• (4s-0•07 V•O •OY-lD•0 • @- END CONNECTION DETAIL (7) END CONNECTION DETAIL 613l 016 0 C SEC MAL I FOR 4. SIDE co..ECtrou TO 71w,,S OR 0yr »....WOOD S. (AS AP .—U) nIkL LOSTINC CUSS @y ! \ � j( n IX51'NO OLISS / \ 1 1Lu sa+ARAm1 +/z' iNm tiI To aws (M -- LiFI. SrpAwvlaN �--•. 1�T Fail m/Fcl ro owls l� I/2• , f• t 01 S, 19 FM �Vl ON 9iL'T RrNWD. 9IP66iG rg - 11 F;Ii 9.YE "Ch 1/2 V' Ha6mk �, _ Y �lO�f1 ftiLE� U .. + 2• I,M wAu. A, :• ac tlaurt n sEE DET q. I ruF I--0R Lq LnNc vx cr�,7 - DR �q - sDE Co.. TIDN TO TFu+C15 2 i SEE 0-r- . YOA e4, li•O'v°Q9 •a.+�- -L� O TO AVn-�Cx'631' 9DE CION TO TIIA (S-C T� ea] �lq.� •. TO (RACKS i ,( 70 rG7' (9i7) 0- V•G•(i-J•(D•a$- 0-U.O•i - (;,.s�1e L4.p.0- 9-0- •L»- 3• @-C�A• @- J. Lit:- ht. t?'-b.�• (� (el. ra-V`3• G-:�• S,s 3•rs:-1L -@ END CONNECTION -DETAI END CONNECTION DETAIL (�D END CONNECTION DETAIL IF IXCaOFIC REWWCD ONLY FOR s'+a+s C6[A1FFe WN 12'd! IS w/ 1 'C PENCIitAMN 12 - Ol6 O C 1TO, O O.0 - 1/2 u+. Tsnitt ox(s�¢t 4 ^-.--.. ..... 4 ♦ SEE LIMITATIONS OF USE FOR -% / X , [ 1w�senl9 iDa� T-,: }-� eLADE IA ON SHEET 19 Nirt4u 2 f-=-•__........ D Y. - ......... f >t ... C�rxi'lL3 cmj3 „ „"� / cans i .. ...,._.,. ..__........ /I%f,.2�31CHliL7On 3 VIEW Y L RWS, 2'.1' WK WOOD WALL (7) (8) G�S•s3- STUM REOV. ... -IS �c•Y13-(�•C;9-Q:•Q3'- PLAN END CONNECTION DETAIL (12 DETAIL X p\- ••"' .....� No. 441 s * : * ' STATE OF %�O •. �. •. �ORIDA Lj' .. SrONIAL E /Illllllllltl\ �/ /T'/,i =Accordion 'p.+`�� .r?,n (`�c•&�r�'�' ,:��. y� G\ �t .•`` \1\ '-"""""— P.E. SEAL/SIGNATURE/DATE 62020 TILTECO. INC i L �-Olm FLORIDA BUILDING r o A I N Shutter American ems Systems Association, Inc. 4268 Westroods 149Yve West Palm Beach. FL 33407 CODE (Non High Velocity Hurriccne Zone' 02020 EASTERN METAL SUPPLY. INC. 'iiiA fS tl T ( Shutter System H v. eIAOE #i w/ OR w/o Kv. tiMNDow BLADE T ILLIT TESTING & ENGINEERING COMPANY 6355 N.w. 361h. St.. SI.. 303, Wif.IN'.a CARDENS• FLOItMA 331G( Phone : (305)871-1530 . Fe, : (305)871-1531 a-D�w�r. 61t...*—r— CA-0006719 WALTER A. T1W7 Jr. P.E. FLORIDA Uc. R 44167 tE�_N.-t �EsoRiPnon-��--I oArE DRAWN BY: I UL--�— D 17_IU7-'-_.___ r/2i �02�. pAIE: 7/2/2020 " I DRAWING No 2a-164 s—�'I----"""-"'" s '-"-6-_........._.� _5 —__..._..._....__!SHEET ._..._ 18 OF on MAX. ALLO WIND SEE CONI DETA 10 d RILL ELEVATION MIN. SEPARATION TO GLASS EXISTING CLASSELEVATION SEE SCHUXIE ON SHEET tt FOR 9ADE (1) -----L-------._-_/<_ —'— j AND ON MS SHEET FOR BLADES (1;&OA ii'Vo 0 /'� T1'P. SYMMFi' OR CENIERMATES \`i. 1V/ � pp` OR �1 AND ..._...._................._. W/O N, (SEE NOTE 4 ABOVE) F� N — TYPICAL ,J) HV BLADE WORKING AN UNISON WITH HV WINDOW BLADE j- SHUTTER* N.T.S. 02020 TILTECO, INC. NO. 441 7C---=g= �=.. Z� jl�LFE0>Nc. *: V% STATE 0 �_...�,. ' • TILLIT TESTING & ENGINEERING COMPANY �C7�•, FLORID .,Fs' •. (L- �F ��• 5355 N.X. 36th. SL, St.. 3D5, YIRCINA OWOENS, FLOR16A a Phone : (305)871-1530 . Fos : (305)871-1531 —mull: ss«000.— • /ONAL E 1G1.,,`? A% CA-0006719 N'AL1ER A 7 LUT Jr. P.E. 'AA1Fnnaull 9T. SEAL/SIGNATURE/DATE FLORICA L<. g 44,s7 1. MAX A.S.D. DESIGN PRESSURE RATING: +110, - 110 p.s.f. 2. MAX. SHUTTER SPAN: 96' 3. ALLOWED MOUNTINGS: A, D, G & H ON SHEETS 6, 7; AS WELL AS MOUNTINGS M, 0, T. U & W ON SHEETS 16 & 17. ONL 4 OR ED WITH EYNOTUETRRYMQA7�SOE O�EEPTC0OUT.INSOOPPC CyEMU(BOTHEXTERIOR CASE OF 5. (A) HY WINDOW BLADE (9 SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES) FOR C PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B) MIN, CLEARANCE FRO TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1 OF ANY 3•P HDLE FOR SHALL BE 12'. (C) FIRST OR BLADE COMING OUT OM STARTERS AT ENDS MAY BE HV WINDOW BLADE FR (D) HV WINDOW BLADE 1@'MUST BE USED ALTERNATE TO A SOLD HV BLADE(✓ THROUGHOUT SHUTTER'S WIDTH. (E) CE�ERMAIES SHALL ALWAYS BE INSTALLEO ADJACENT TO A SOLID NV BLADE 1 AT EITHER SIDE OF THEM, (F) POLYCARBONATE HV WINDOW ® SHALL BE INSTALLED SO TIK TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINDOW 4j MUST BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASsk INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15, AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS UNITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). B. MINIMUM SEPARATION TO GLASS SCHEDULE, PER ASTM E-1996: i WIND 20NE MINIMUM SEPARATION TO GLASS ; I THRU 3 I• —._..._.._ ..................: _._._._.... ........... 4 6.25• ._...._._........... �._.._.... __..... ....____._ ' FLONDA Qtl 70 i tl American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zon 192020 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System FLV. BLAM #1 W/ OR W/o H.V. W1MQW BLADE AVYING No 20-164 .I Id 6"x I 1/2"x 0.035' THICK -8 1" '". - Min. ASTM A-653 GRADE 40 y_,. in. p;_;'V/.RIES'}j Min. C-60 GALV. STE0. - Z.:M.N.,s METAL STUDS AT 16' O.C. W' -I` i t➢ 1/2- 6 I/4'x 0.035" TRICK Mln.l /.3Q.. tf. ••"l43 j • f' ;AW. 5TEEL TRACK CHANNEL, , 0 6' O.C.; a 6, O.C. ^� T -653 GRADE 40 Min. 0-6a ZED FASTENED TO Stu DS 1xE�SOs SFINISH & to A1XTASAPICAOLE i EXISTING GLASS--i MIN. SEPARATION _ TO GLASS .. (SEE SCHEDULE) 3 m 1 3/4•x 6 1/4'. 0.035' THICK Mini mE%ISIINC FINIS" 5`1s'1 $•-LIJ CONT. GALV. STEEL TRACK CHANNEL.; t L APPLICABLE ASTM A-653 GRADE 40 Min. C-60 GALVANIZED FASTENED TO STUDS -- jI-•�-•---•---= W/ (2) d6x 1/2" TER SCREWS ON i ('3C INTERIOR & EXTERIOR FACE 1 ® 6. Do ®6' le. 1 I9>5 -- - —�• .�. • —"I I 1 LI%IYIM 1 LJ IL II-12.000' Mo I - INTO METAL STUD WALLS * �J 5'S © 83" * GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA(1)HV BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL T D WALLS 1. MAX, A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psf) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. - 43C LEN. 4. ONLYaENTERMATE 21) W/ 24 HV LOCK ARE ALLOWED 43 1,/4"0-20X3" BOLT WITH 21 ARRANGED TN A SYMMETRICAL LAYOUT. MUST PENETRATE 43G 1' USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT -EXTERIOR OR INTERIOR ACCESS SIDE OF 7 1.373"-, CENTERMATE. .. � •,. G.G. 1a [ .. n _.._.-.-___.. .. .T--�"� /4"0-205 THREADS .. a ��.-..4— �t- : "`•„ BLADE SLACK DETAIL HVF IS ALSO VALID FOR - W 3 ' ) /2 38 c 1,/4"0 ELCO CONSTRUCTION 43 i �- 12 ✓ CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODUCTS FAB-LOK HD o ` 43b� __.. .._..__ _._. 11 ,6'x 1 1/2". 0.035" THICK VARIES' �+--r ✓Min. ASTM A-653 GRADE 40 2 Max 6' G.C. COMPONENTS Min. 0 -60 GALV. STEEL 1 I MS WALL HEADER/SILL INSTALLATION METAL STUDS AT 76. O.C. Mn EXISTNG FINISH AS APPLICABLE A (TYP. TOP & BOTTOM) SCALE: / = 1 L F . ... - C` �3 — �E%ISTING G1A55 ,-Is S ' 3 8• 1 I �,'..,.; SYMMETRYCAL r3a 43b �43cf _ �` - --- - : ' I I SYMMETRYCAL I� I CENTERMATES Wf CENTERMATES II j :EXTERIOR ACCESS SIDE t i INTERIOR ACCESS SIDE _.. ._....------ i {_`� r-`* 3 J1(6" Min.) 1 'IS.- .-� cg,� 3 t 4" `�(.3 7• (6' Min) 'tk, ,7 I L,f i �._. / (TYP,)� 6 1/2' 1 i - (TYP•) '-'---'-__...-__.... 7"_ _ _ -.._....._.......__ .__.., ... 7.4�_._..__ Cont.) HVA E VB BLADE SLACK DETAIL HVF HVC 1',1' ``ol %twill O / "i2A ID2020 P.LTECO. INC. No. 44 61_ � L E C 0�m., TILLIT TESTING h ENGINEERING COMPANY GT55 N.W. 36m. 51.. SI-- 305. YIRGINIA GARDENS. FLORIDA 331 _ _ �'• STATE fA•C�rLTi F f /ff Phone (305)871-1530 . Fox : (305)871-1531 F'•'•.., G-0006719 WAL7ER 0. TILLR Jr. P.E. CCAI /CM`AIATI 1.1 /n ATI- FLORIDA lie. d 44167 0O� 3a 114"e NOMINAL ALUMINUM SI EEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHFnI II F ...._.. Max. 3/4'x 6 7/4"x 0.035' THICK Min A(_ AONT. GALV. STEEL TRACK CHANNEL, .. -'1 • ASTM A-653 GRADE 40 Min. G-60 j . I GALVANIZED FASTENED TO STUDS "ilv/�OOK (2) §6x1/2 TEN SCREWS ON MINI SEPARATION- VARIES'I I i' TO GLASS LN7-R&EXTERIOR FACE E`(SEE SCHEDULE)." "'f • LOCAff=•D AT 12 ------------- = HV HEADER/SILL ENDS '> = VIEW Y ...._SLACKIk#.__.._,,..� 1/2• MAX. SLACK SIDE CONNECTION TO TRACK FLORIDA BUILDING CODE(NQn High Velocity Hurricone Zon, © 2020 EASTERN METAL SUPPLY, INC. BEVTM /�qyy ® .r .Am Accordion Shutter System American Shutter Systems H.V. BLADE #1 W/ OR W/o RV. WINDOW MADE Association. Inc. 4268 Westroads Drive TV. Nd DESCRIPTION DATE PRAWN BY: M.P 1 OLD 17-1 77 i/2/202` DATE: 7/2/2020 2 West Palm Beach, FL 33407 3 ------ DRAWING No ' 4"-- 20-164 WIND ZONE MINIMUM ASTM E-1996 SEPARATION 70 GLASS 1 THRU 3 1" q 4.