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HomeMy WebLinkAboutProduct Approval; Accordion Shuttersd .say � 9 i' £ ' -a?. d✓ £r gym", i Yfi` '.�Y 7 ..�- : P1- BCIS Home Log In User Registration ; Hot Topics Submit Surcharge Stats & Facts ! Publications i Contact Us BCIS Site Map ! Links Search a b'pr a,-� Product Approval USER: Public User Product .approval Menu > Product or Application Search > Application List > Application Detail "f r � � �i FL # FL389-R10 Application Type Revision Code Version 2020 Application Status Approved F 1�ttih Comments CODE 'CODE CO,�`�NCI Archived ST. I —ME COUNTY. Product Manufacturer American Shutter Systems Associat'I.53,Rl1CC-':G� Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 / bfeeley@easternmetal.com �{ /? ,32 �l 1 Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters FILE COPY Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. Tillit, Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity 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 ....._.........._ ....... ............._.._.................. ............. _............................................................ ..... ....................... ................. ................... ... FL # Model, Number or Name - --...- .._._......._.....- -...---.._.._.:...... ...... ........ ._.._.......... -._..................... ----.... ---._.._.._-..._...... - ;..................... _................... ............................................ .......................................................... ... ........................................................ ............ ... .......... ......... ....; ;Description 1 -.a..._....__._.�_—._..._....------............................. 389.1 E Bertha HV Accordion Shutter - Blade ----._...--......... _..._.... ---.._.._....._.-..._._-....__.._ Extruded aluminum interlocking blades retained by tracks (top 3 - (Non-HVHZ) - Drwg 20-165 � and bottom) for storm protection — Limits of Use €Installation Instructions _ y — Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL389 R10 II DRWING ASSA BLADE3.pdf Verified By: American Test Lab of South Florida, Inc. Impact Resistant: Yes Created by Independent Third Party: Yes j Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D".Max span is 12'-3" for 40 psf s FL389 R10 AE PER ASSA BLADE3.pdf positive ASD load and 13'-0" for 35 psf negative ASD load the j Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 blade w/o window blade and 8'-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 f.........._._...._........................_......._.................._...............i..._............._............................................................_......._.................. ........ ...._...................................... and bottom) for storm protection ....... _.................... ....-... .............................. ... _..... ... Limits of Use _................. _............................... .... ........ _......... ......................... _.............._.............. j Installation Instructions Approved for use in HVHZ: No 1 FL389 R10 II DRWING ASSA BLADEl.pdf I Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida, Inc. f Impact Resistant: Yes Created by Independent Third Party: Yes j 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 BLADE1.pdf negative ASD load depending on centermates and locking rod Created by Independent Third Party: Yes j configuration for the HVl blade, W-0" for +64, -72 p.s.f. A.S.D. 1 load for HV blade for Keystone mountings 7'-0" p.s.f. for metals 1 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. _.._._.._.._._....-- -- -.._......._.._._._....._._.... ....... _........ ............. -_... _..... _......... i __..._....... _..---- .......... ..--..... _ ........ ---........... _._... --- ... _ -----........-----._............ 389.3 i Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks (top COMBO- (Non-HVHZ)- Drwg 20-163 and bottom) for storm protection Limits of Use ' Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRW ASSA BLADE1 2.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 j 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 Created by Independent Third Party: Yes and 28 respectively j £i.x:k Nesxt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 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 (7th EDNION)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 DIRECTIONALITY FACTOR Kd=0.85, USING /SCE 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.D. DESIGN WIND LOADS BY 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 % INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS bW 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 ATL REPORTS: -HV BLADED #0214.01-03, #0715.01-03, #1004.01-05. #1214.01-05. #0317.02-06, #0609.01-10 AND #0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS (MISSILE LEVEL D. WIND ZONES 1, 2 & 3) & #1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS UVIGE MISSILE. -IN WINDOW BLADE @ a0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL O, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND If 0725.01-08 AS PER TAS 202 PROTOCOL. 2. HV BLADE ✓ AND HV WINDOW BLADE I& 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 #14.2.75" AND #14.1.75' RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 kai 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 NV 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-TB ALLOY IS 30.0 ksi AND 35.7 ksi FOR 6005-T5 ALLOY. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERWS SHALL COMPLY WITH SECTION 111-6 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 AISI 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 KV BLADE O & O WORKING IN UNISON: 12. 13 & 15 6. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PART BY U.S. PATENT 95.458.179 ISSUED TO EASTERN METAL SUPPLY, NC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH T14E 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 HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON 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 JURISDICION WHERE PERMIT IS APPLIED TO. 13. (d) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. TABLE OF CONTENTS AREA 1: HV BLADES n & dA GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ttPICAL WINDOW BLADE &WINDOW DETAIL AREA 2 HV BLADE Cii AND HV WINDOW BLADE (A (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV 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 hM ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW BLADE n ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE F.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE REVIEW. SITE SPECIFIC DRAWINGS FOR (e) ORIGINAL P.E.O. SHALL BEAR T14E DATE AND CRIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone, \ (Ilr yll{L' 02020 TILTECO. INC. 0-2020 EASTERN METAL SUPPLY. INC. !E``11`` L�11��pp''��''�� I16,dc 0 INc. Accordion Shutter System No. 44137 C -,. ■ Let c ® H.V. MADE #1 W/ OR W/0 KY. YdNDa1N BLADE TILLIT TESTING & ENGINEERING COMPANY 55 N.N. 361A. St. Sla. 305. NRGIMA CARCENS. rLORIDA 3316[ 7 hone : r3D5)e71-1530 . F..: (305)971-1531 C—W,lV DATE . DRAWN.eY: M.P = %'a'• STATE (F �9'..il:Ulleceoenl.con , ; _ ; r` •,. .; �� `- a/// d 2 American Shutter Systems Association, Inc. 4268 Westr000s Drive West PDIm f?eoch, FL 33407_......._- -�DESCpIPTION _ _ _ it 1 OLD 17-107 '/2/202 DATE: 7/2/2020 --.__�._....._........_............_- _..._._. DRAWING No �i , ORIt F' S* �� .e .�`a..-_T._._-_.._ CA-0006719 WALTER A. TILLIT Jr. P.E. a-L_._._...._..._-__.._..-.-. .........� L _ e1O 164 .......� ''.,.`SS/na1 A I)iG.SL'CAI /clr,Inn roc /r:nr- rLORICA Lic. 44167 5 ._-._._....._......-..._.. .._._._......._ - , cucc- -3'o FOR W:N00W e`4f: 'VLHLU UNUEH US 5458179 �1A) HV WINDOW BLADE* -SEE LIMITATIONS OF USE OF BLADE I@ ON SHEET 19 6063-T6 ALLAY AND TEMPER .670' 2226' 1 J?\ .._.__- 0 W1_._.. 0.072" .....]216... ..._._..._. ... .. .. ...... `6 HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER 0 08 083 060 E il.. d O60 3.920 .. 1 1 HV CEILING HEADER QUALIFIED FOR USE W/ HV BLADE(1)ONLY SEE SECTIONS FOR VALIDITY` 6063-T6 ALLOY AND TEMPER ii �•' �� MN. X MN Y MN 1 l� I 6 SI{l AjjGLES OUAUFIED FOR USE W/ HV BLADE ( 6063-16 ALLOY AND TEMPER asps or m,454' fi\_._._.....-::_01...._........__._._..,.at _ii t 4.999' '� UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADEC1II 6005-T5 ALLOY AND TEMPER ;_............ ...3,276.......,,.._._�i 1,500" .. ._. ,I �� t1 nI IL < _..... ............. 0 HV ADJ. ADAPTER WHIP QUALIFIED FOR USE W/ HV BLADE ') 6063•-T6 ALLOY AND TEMPER �1 VARIES 1 _ 1 915 083 _ 083 100 i- O60 .1... ..: 6� ra :520 ........... _-: l9 HV HEADER/SLL QUALIFIED FOR USE W/ HV BLADE �ONLY 6063-T6 ALLOYY AND TEMPER TJ 1q ti ;n r ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE Q7 ONLY. 6063-T6 ALLOY AND TEMPER No. 441i7� STATE 0; %gyp F S/OVAL `h.o BLADE 6063-T6 ALLOY (BHV WALK —OVER TRACK QUALIFIED FCR USE W/ HV BLADE @ 6063-T6 ALLOY AND TEMPER 0 ' I r 1._......... I II J—f .. --�;-.093" o I 4 ti... �.i... .... . z =670 of Y f 3j }{D CEI -ING H FR, SILL QUALIFIED FOR USE W/ HV BLADE(T) SEE SECTIONS FOR VALIDITY 6063-T6 ALLOY AND TEMPER COLiFCNEM A D T. T2 1� 2" 15MAX. 1/8" r 1/8" t U 2' 5" VAX. ' 0.192" 1 0.192" ..__......... _.._........ }.... _........ _i..... ......._...11„„„_..,„...,....__ •• j 2.5' i 7" MAX.) 0.190' 0.190- .................._......... IS ............. ......._......__.................... _,;........... __.„,. 2' I S' MA%. a.139" G.131" 02020 TiLTECO, INC. IL-EGOINC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.N. 3615. St., St.. 305• NRMA GAR0EN5. FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 .-.oil : •"tecmlSaol.cmm CA-0006719 WALTER A. TILUT .,. P.E. TE ROHIDA Lie. # 44167 y 1,200'_ l�l f S ' STAR R QUALIFIED FOR USE W/ HV BLAUE `t1 6063-T6 ALLOY AN r8a2? N 1 1. ,i2S- Lt HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE C)ONLY. 6063-T6 ALLOY AND TEMPER VARIES 1 936 q M 25 j 09� QUALIFIEU YUH USE 'A/ HV �4WC�iBAlty 6C63-T6 ALLOY AND TEMPER X Y t �! 2" 2 0 25" i CORN&_-PQSTS QUALIFIED FOR USE W/ [IV BLADE (l j 6063-T6 ALLOY AND TEMPER AWL'OnSmAm American Shutter Systems Association, Inc. 4268 Westroods Drive West Polm Beach, FL 33407 f 7 i rc55' (1 a HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE ``11 6063-T6 ALLOY APD TEMPER CODE (Hon High Velocity Hurricane Zont 02020 EASTERN METAL SUPPLY, INC. BERTHA H1; " Accordion Shutter System KV. BLADE #1 W/ OR W/O KV. YTINDON BLADE OLD 17-1 AWING No 20-164 :OQ S 1—v= - 1 062 I / 325 _ 21.HV CENTERMATE QUALIFIED FOR USE W/ HV BLADED& `A7 6063-T6 ALLOY AND TEMPER 1.aoo• d % y PLAN FRONT ELEVATION �T7 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADEGONLY 6C63-T6 ALLOY AND TEMPER 1.917 a [` 063 S _ 214 N ................ .. ._ d,ln T ssu y 745 2 293 1 a /1 t / --20 9 E CAS i C ( 34 'is N 5�0 i t ( hIRCRDEO H I 1 4' 20 m 3 P.) i BAKED PaN EDP THNFAOED I OEE C0.5T 3a' I ¢ N• ry/ / BAKED G ENALIEL PANMO ` J f I.EGRS TURN N 0 O8. 0 06ti ir.�y t j ......... ............875.. _._ -t � �J a I "1 eRwss auNDER BRASS CYLINDERHR .a J =-- --.y h KEYS (COME a/ROME PLATED) \C� s PLATED) O /. ( �6 1325 12� HV FLOATING CENTERMATE �' o, y,. o HV LOCK ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE (1)& hJ ONLY ' ? ` 3023 _............J. i.67s ; QUALIFIED FOR USE W HV QUALIFIED FOR USE W/ ITV 6063-16 ALLOY AND TEMPER :� HV CORNER CENTERMATE BLADE C; & IA ONLY BDE & ONLY, 7 97a QUALIFIED FOR USE W/ HV BLADE ONLY -� 250 D.C. 5 60 3 T6 ALLOY AND TEMPER HEAD518* 1.756 922 _ a 045 p ' PLASTIC OLCEO T CJ 1 I 2 079 1 753 - t.._�.. SCREW _" 4 7 � �621 '_p.-+!.. 1 825 w .-.:760" AFTER RIVETING p 6. BEFORE RIVETING s; �y I, " 7' 1/4-0 —20 x 3 4" t _.._.'fit z /� i S.S. THUMBS R W 1f4"0-20 RIVNUT* *SERFS 9444 ALUMINUM 2024- n (' T3 ALLOY) URGE FLANGE THIN .t._2..........,_..........,.`+.:_='t.......• = %:�{ g SIIEET NUTSERT. PART 6 0 .. NADEL " L..c•^:=:'.___ CHERRY TEx10 SIPPENY, NEW JERSEY 07054 OR F. UAL 01 HV MALE T" LOCK CENTERMAT---•......-..... ..-..-^..56fi'....................._.._a 4. QUALIFIED FOR USE W/ HV BLADE `1)ONLY �g NV FEMALE "T" LOCK CENTERMATE �y HV "T" LOCK I,LV ALTERNATIVE -t-A 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE ALLOY HV BLADE PI ONLY W ITV BCE 1 BLADE I`1Y ONLY. 6063-76 Al.LOY AND TEMPE / 0 ONLY. - � C NTERMATE W/ NO LOCKING ROD �l OUALIFIEU FOR USE W/ HV BLADE(l)& 04: 6063-T6 ALLOY AND TEMPER m-20 55 _OR 3/n•m-lfi 6063-T6 ALLOY AND TEMPER ALIFIED FOR USE W/ HV GLAOE.Yc',� -\ 6063-TE AL! 0Y AND T H S�INSTALLATION WIL IRE A 7/16" HOLE ILLED AT FOR PROPER EMBEDMENT OW No. 44 67 - _ STATE ! -F BLADE �) AID CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV BLADEL)& IC A) ALLOY NO TEMPER F it j.._...,...-.,,. ..I i....1/410 `3 HV 1 /4" 0-20 AISI 304 SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE Cal 7ILTECOINC. '�"�022002200C TILIGE CO INC. TILLIT TESTING & ENGINEERING COMPANY „✓,7 6355 N.W. 36th. St.. St.. 305, VIRGINIA GARDENS, FLORIDA 33 Phw : (305)871-1530 . Fax : (305)871-1531 m-.� '6 ticm.corn RCA-0006006719 --- WALTER A. TILLR Jr. P.E. TURE/DATE FLORIDA U,. i 44167 s Sr. I.. ..1 0/1(" THUMBTURN } ,. CYONDER OR KEY CYLINDER 45' 6. 0.875" MLR. o ! �n 1 .125 Mc THUMBTURN 00 CYLINDER �............�.ti' OR KEY 1.57 Mina CYLINDER ...___........._ _.. ._.._. _.... ......._...... .... .. 1.78' Max. NJ HD LOCK BY RECENT HARDWARE MOROSE LOCKS SERIES "33 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV 81ADE`j& CA FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 2020 EASTERN METAL SUPPLY, INC. 10 1Bi N American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 r % ® "fA rl V TM Accordion Shutter System H.v. BLADE #1 W/ OR W/O ITV. WINDOW MADE OLD 17-1 AWING No 20-164 I T Hv BLADE 1 1� HV BLADE 1.A ® ,HV LCNG RECESSED NYLON BUSHING 39 HV SHORT RECESSED NYLON BUSHING _.._... ... _......... _.... _... ........ c 0 HV NYLON HAT WASHER 4T HV WHEEL CARRIAGE AISI 302-303 SERIES I 0.870"x3/16" THICK NYLON WHEEL. I 0.1,58"0 AISI 302 SERIES S.S. RIVES ® HV 1 3/4ACCORDION PIN W/ #8 HEAD t....... .. ... ._._..._....... _... ..................... _... _. ........ �3 HV 2 3/4 ACCORDION PIN W/ #8 HEAD ........... ...- _. .- .. ..._.. ___....__ i © POLYCARBONATE IMPACT RESISTANT HV WINDOW EXTERIOR 4 I or @3 r „rs >Ir rer. E.mr ego * HV PIN REQUIREMENTS AT EMERIOR BLADE KNUCKLE FOR --}` ----- � W, `1 ) HV r 1 i ilj a — � N `- HV.:.. SJAL_ ALWAYS BE USED AT ALL EV ER OR , I B07. OM KNUCKi_ES OF HV ACCORDION SYSTEM W; _'IV �i,' ;R 4 HV OLX,-;F_ TYPICAL SHUTTER ASSEMBLY v = IIJ : !Ay BE USED IN LIEU OF �t3_1 AND ONLY A- F..XT= R'IOR. Qr., 10 1 KNUCK .ES OF H.V ACCORD;ON sysrLEM W,% I -IV r:> ''iBLADE WHEN. CORRESPONDING TO WSF.ALLATION "I1", SIMIEI":?' ' OR W-J 1/2" O.D. 1/16. THICK S.S. INASI'IE TY'.l\. T';A BE- t � •; z �,� r `,HALL SLC I-O F REC' J,OUNT INSTALLATION PER D1-TAIL X, EEL CARRIAGE A TAIL f L.OR (9 O1 OR fg C� •- i i HV PIN 0-V OR AT EXTERIOR SLADE'S KNUCKLE. (SEE' NCl'E s FOR REQU!REMENTS', IVADC,7 KI.i1CKLE .c rpj )414.1 e4 ; Nai I is EAR :r-'RATI N H[ ^wEEV MAnr )PE•JNC t :n EXTERIOR -- ASSEMBLY LAYOUT 1'. HV BLADE SOLID & f HV WINDOW BLADE DETAILS N.T.S. 12" MIN. CLFJ,A?,NC' TC A P ik .0625" a I:iJ iv';ry`IN:W CiLAC:C nb2y C625' .5" L/" F_% I. M[ N�qqI .�e-15" ^es`�'.d rY . 44 _.. rr ti' S w 7N\\\/ 1 t .3L ' 7 r , ;,J0" CENIERS _ �z'1/<"' s`isa0` rrxYsFc_[LwrxnsE± e,T'..M" TYPICAL HV WINDOW BLADr 7AI ANQ Tl"f POLYCARBONATE HV WINDOW DETAIL PO'LYCARBONATE IMPACT 3,E.� 9„16Ft ,T._ 4y yV! JG Ga{€ ............. 4 , : •;r AK , .._ BAYE.R 4! . RO:_CN 3103 PC•L`''C?ii3vNtC E: P2",.b11.'i. .E?J7ANCE j RES'::^}S UV—STF BIL:Z.ED Ci2:uiE ?F �:;'..91C a;,i;e 8C!TT�M + !*INOVTI�E PiI:STIC LEXAN 103,R_S7;N rSC "I NOTE "" ON SHEE: i9). ,- POLYCARBONATE SOURCES FOR TTHrx r?c:•tv^,L+ s:AHawG e'.Fif:P.:31Gr yu r�F„xE SFIt <:TAw:. Nacuaxu • s1u cma asa: ut.,,u• i E... 3uRuv . na m,SUE r;nn sTaENSTn .1c�ru Gene ,.car H.; j �:� F..s. frxxrv,.z sTHT+wTa a ~:..m A::Y D'JilC Iz.au �.r.i, � a3,wc �,.,.:. EtT.)tle'J.�, f.000I✓s A>!11 D%NC 3t0 vG: u.r.t. J55,'X.v c.a3. 1Hu.a: :STN Gae+3 .;,a s w.a x ,.aa !.racxE GEN;a!r :.Al;, ZT• WIN. ND F u DU35 r-1 %ASS —, Y_'L'' IDnfiMtl }TitliMMG: xSTM G4ti ifMtf.. STN'VI: TN + W. /� L TV. -LE STR3S MmlE 'xEnTi•Ef,ITtC FSIN d3S SaF.a H.r i. 3r Fx i FLORIDA BUILDING CODE (Ploy, HigiT Veio: it;• Hurr: ere Zone; ,,�g,,}11 Uttfti :'l. Tim" a zczc ILTECO, :Nc, G 02a EAST_RN MEW. s0::^LY. INC b BERTHA HVTi ,��'•��,M V per' J''- �F �' IL E C Accordion Shutter SV51ern N0. e:==' C I�,�. � � � American Shutter S H.V. BLADE #1 W/ OR W/O H.V. WttJDUv TILLIT TESTING & ENGINEERING COMPANY M5 NO.,. 3M. 3,., sC,:. .�G5, V-Rci u:✓ar;+Os. FL. Rt tiv.:ec . i.cl,! .305)57!- S.3C . Fox : C3D5} 71- .531 `N CT.'SCHIfr1CI, I DATE (T;H..�av Nv: ..p ". 'Ci : -._ ST: o ._. ---•" - stems AS'LV, SOCIatlCnr Inc.iTI !, 8 1e i 17... ,^7— P...�7/2; �U2>. E, 7/2/2020 '` .DnT i........_.....I �-.� y'9 •. ,,t: r= :. .. ....,..>, <--4: I:..._4,..d:�dm I - P F - n West Po nT eac L 0340. ------ DRAWING Pio_`.._ I I S a �O� •, t' :ak ti c rape„y y..._..._...._;✓ �_6�?..._ �\ �. .�.. I._ .... RE/uKTL F Ss' ••.... �•J �LiVr FLORIDA uC. s 4<1U7 5 —_ _._...�_. _.?Q _ ...._._ ::;... i L ; �a'cAl;%SII'tiA'I 6 OP 20 tivJ 1 HDN-NV0 I � � fi I� { j� i I s � � ! , t•�v� -.Zo-�5scn�6a ;oN(DN 4� �__ V 1 S � Ik y i I �� { i ; {'•Y s' f f� NO1C-NVC ( g� , , I I , s 1 r j HV— ... i; IS i ii i� t it E, i I 1 , ......... ... 5,....... .. i It, SEE END •-•-'3• CONNECTION yp?� (�, '� D.`.TAIIS ONE. . F r ''> ' '.d `✓' , P SHEETS 10 & IS 1YP. FULL - HEIGHT......:.., OF CORNER ....,.._.._. .. . . .. _. ..._..... ..._.._u.Nll RED WIDTH-- ._ _.. ...... __.. _..,_..... _. CENTFRMATE / (6J •�� . Il-?)-C)lO • -ox 15•@8-13.@—(B - 17 m TYPICAL 1", HV BLADE SHUTTER ELEVATION N.T.S. *_NOTES ON HV LOCKS AND CENTERMATES ^� 1 I. s1abDATORr CONDRION i1. ONE HV LOCK G or @- SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN t OR 12" ABOVE OR B.��,LL,,OW 1/2 OF SHUTTER SPAN FOR SPAIJS UP TO 105•, AND FOR INSTALLATIONS AT ANY ! ELEVATION, HV LOCK t,2¢ or �� MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO �1) OR 1 CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. i 2• IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS M OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES .R7 R �� SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3.ION 12 OWD ONLY WHEN ill OR LIMrrED MANDMRY CONDMON '12 IS USED W/TWO H,V. I OCKS1• LOCKING RODS S ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS ® OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDRION 12 ONE HV LOCK ® pT (� SHALL DE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK T2� or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS Qg ti AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. I MAXIMUM SHUTTE R SPAN SHALL BE D-cTERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. j=jRST ALTFRMTF TO M,aunAT�RYN'1I'QQ,K...1.W�fALl2._4ttiLX,.F.OfL.H.Y_l_ 4R:,2Z;� ONE ALTERNATE HV LOCK '0* MAY BE USED IN LIEU OF HV LOCK or Q FOR ANT SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK qq MAY BE USED AS AN -(NSIDE OR OUTSIDE LOCK. ATTACHMENT OF i/4"0-2Ox3/4" S.S. THUMBSCREW TO qL OR b? CENTERMATES SHALL BE MADE W/ 1/4"0-2Cx3/4" ALUM. RIVNUT AS SHOWN ON SECTION FIVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. 1siMIDATORY CONDITION +3 FOR KEYSTONE M RJTiN . INc* I 1 ATONo- ONE HV LOCK 0 or @ or 23 SHALL BE USED AT i/2 OF SHUTTER SPAN FOR ANY SPAN CR 12" ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK �_y or g_� or fO MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @ or g SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W/ �$ OR �7 TOP AND BOTTOM IS COMPLETELY MANDATORY. "'NOTES ON HV "T" LOCKS AND CENTERMATES: 1. SECOND ALTERNATE TO DATORY CONDITION J'YAUD ONLY FOR W Ir LOCK M On CMUFOAATES Q AND ONE ALTERNATE HV i" LOCK S`Ti MAY BE INSTALLED IN LIEU OF HV LOCKS ? OR Z FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK �� MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK INCLUDES USING REINFORCING LOCKER UT , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES 0 AND @ W/ 1/4"0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32" WINGNUT OR W/ 1/4"0-20x1' S.S.M.S. INTO A 1/4"0x 5/8" RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF PNC LOCKING RODS TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: HD LOCK 134 W/ HD CFNTERMATES ,>:i OR M W/'i3 ; ONE ALTERNATE HD LOCK (5.4 MAYBE USED IN LIEU OF HV LOCKS.2y5 OR ;� 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 04) TO (i3j IS W/ 3 #8 x 3/8" F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT 4, AS SHOWN ON SECTIONS HDB-fJVti AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS & IS COMPLETELY OPTIONAL i rLVKIUA t}UILLIM GUUt (non High Velocity Hurricane Zone; ills! Frlu// 02020 TILTECO, INC. 0,2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Ely IM �-co,�� IEW ffi Accordion Shutter System - N0. 44i 7k��- t"�'7 r""'� '- American Shutter Systems Association, Kv' aADE #T w/ OR w/0 Fiv. WINA7w BLACE TILLIT TESTING & ENGINEERING COMPANY W. N �OESCRIPTtON ----.! DA7E— DRAWN BY u P --1/2/202�� __z..... ..--__._..__.__.... 020 y ' DRAWING No STATE 0 %p0'• ,•' ? l r 6355 NW361h. St., Ste. 305, NRGNU NOLHS, FLOWA 316 Ph— : (305)871-1530 . F°x : (305)871-1531 " "°X: tat°°°a°°L`o"' 4268 Westroads Drive West Polrn Uec h, FL 3340' F ice,/'(Cs'. •QRID� k��� •'�""'—"-'--"'-- 1YPl,TECA R 0. PIL+T Jr. P.E. RORIDA U.. j "167 l j 20-164 ......... ...... '0�,A"EAL/SIGNATURE/GATE ---------___...... 5 SHEET -s - ._. __._..- 5 OF 20 —CONCRErE ANCHORS POURED CONCRETE POURED SCHEDULE ON OR CONCRETE BLOCK POURED -- (SE_ , CONCRETE CONCR TE SHEET 73) REQUIRED I/4'a-20,J/a' S.S. REQUIRED REQUIRED \ 1r d CONCRETE ANCHORS MACHINE SCREWS \\ I _ CONCRETE ANCHORS `"•- �. OOp ( ® » ( / / 20 7, (SEE SCHEDUL ON SHEET 1J) I 17 1B RSA EyS;ONE SEE MOUNTING ON SHEET 7 SEE SCHEDULE ON W ! a"- SHEET 13 NUTS 0 12" O.C. �1270Ri, 3. f Min. I 1/4'0-2Ox3/4'S.S. �.,,� \../ , ii�/ I �s-EQ. MACHINE SCREWSr-CO CO ! t USING i/<"-'LU NUTS i "C- .• 191 il 12' O.C. E. D. / � 250 Max! s 1 aR .....-\✓ J f'j}j}.. /,f f.250' Max. /E p,. I I ).', 1 Max. ...... • ! I II i j i y f OPTIONAL I I i d i I l i� •� OPTIONAL ; �'._-_.._............._...,. (/ J A __ c#! il'i rli f F EE p7[ Yn SlRiMli '1..[ I-' I�1 t ie aE Nino i [ i 11111 :1 OR �♦ i I�� iFaE I MIN. SEPARATION TO CLASS EXISTING 'T 19 rrn 1 E - E%ISTIN CLASS �IP \ CLASS - -(SEE SCHEDULE ON 5E1EEi 11) i !v UtAOEs E 3 c MIN. SEPARATION TO GLASS e-- 11•) ....-_ _. _.._.._._-..__---..........,_._..w_,.,.,„.. CLASS- ' o € d ....... .. .... ... ..f .i.a ... .:T :.... ...s .. ,.a (..EE SCHEDULE ON SHEET 11) ¢ 1 E EXISTING GLASSY 1 ! i 1 4 4 C) HV WALL HEADER INSTALLATION A` HV WALL HEADER INSTALLATION - --"---'--- __. __ L_ ............... : J © HV WALL HEADER INSTALLATION + KEYSTONE �........ ...... ..... .. .... I '3 ... .... .... 1 i_. ....................MIN. SEPARATION ...-0.... .......... E I 4 i GLASS GLASS--+ ..:'j �QR :�♦ 9 i 1 I..... ....... EXISTING r—___(SEE SCHEDULE ON 11). O sEPN (SEE t i5 TO LV55 (50: 1 9 1 E I ! —J I 5�E0]lE �� n I E MIN SEPARATION TO GLASS, I GLASS E p 1 I-- II HER RZ 7AND —`(SEE SCHEDULE ON SHEET I i)� I ON 9Q719 EXISTING �pL(�pIII i I z �/ / ;i •- OPTIONAL ) 1 GLASS Max. i /4' Max. / t i !t ,• �' �' OPTIONAL E A ; C. 13 -OR l@ / I ' I;i [. D ♦j r / ill �� l i , 1/2 J {' ! 'T 0 !LQ r 12io (4i / i!...... t/a'o-20,3/a" j- y Ep. _Ep r PHILLIPS TRUSS HEAD /\ I 4'9- / / ! L / 20x3 9' S.S. PH'LLIPS 1 ^I• t .... CONCRETE S I 17 OR 1 8 1 a'-O.C. I SEE SCHEDULE ONS-TRUSS HFAO MACHINE SCREWS MACHINE SCREWS USING il .! - 20 NUTS W .2 0`• / 1/a'-20 NUTS a 12" D.C. (SEE SCHEDULE ON Er 17) / / Min._ I/ POURED CONCRETE -' SHEET 13) W POURED CONCRETE .._s OR CONCRETE BLOCK OR CONCRETE 81.0 . �..... -- � -'^ itONCRETE ANCHORS REQUIRED F)HV WALL SILL INSTALLATION wail REomRe° D� HV WALL SILL INSTALLATIO (SEE SCHEDULE ON (-� POURED CONCRETE: SHEET SHEET 14) \_ OR CONCRETE BLOCK — WALL REQUIRED CE) HV WALL SILL INSTALLATION !ASSEMBLY...... INSTALLATION DETAILS )A ASSEMBLYHEET' 4 FOR TYPICAL SHUTTER F*_ E. D. _ EDGE DISTANCE I ' I `' ♦ SEE LIMITATIONS OF USE t'JR j) H V BLADE 12- MOUNTING SECTIONS CAN DE COMBINED (SEE SPECIFICATIONS ON SMEEi 13) I j BLADE v ON SHEET 19 hANY WAY TO SULT ANY INSTALLATION. I i - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone; '4�cEN; 3 No. 441 TAI E D ' ((f,2j i Z-� 7.-_=__:r - } • ®r��r 02020 TrLICCO. INC. tr E 6p a N e. eBs I® s( American Shutter S st ems Y Association, Inc. 4268 Westroods Drive2 Wes' Palm Beach, FL 33407 © 2020tEASTERN METAL SUPPLY, INC Accordion Shutter System KV. BLADE 1 W/ / OR W O KV. WINDOW MADE TILLIT TESTING & ENGINEERING COMPANY 8]39N.W. ]6M. 5:.. Ste. ]05, 91RGLYA GARDENS. FLOHiM 3]16 Phone (305)571-1530 . Fa, : (305)e71-1531 mteaaac.Lco. WALTE-0067Jr.P.E.aSEAL/SIGNATURE/DATE o`' 8 aa's7 '"..44 DESCRIPTION DATE DRAWN BY: M.P I OLD 17-107 _ ?/2/202i DATE: 7/2/2020 I .DRAWING No 20-164 s SHEET 1 6 OF 20 6 ................... . ....... Pl),)RED CONCRETE ANCt-aORS -7 .. . .......... ......... . CONCRaC A REGURED CIN .T F.xism. SCHID' ON' SHEET 13) !I ful WOE I)AiII tli01] N 7 E1011 OF v 7 . . . . ........ S,-,i it -J APPLK-*LE EXISTING f-4it, N ME -X/ ALFERNtai:-\ I. . I .. . .. . . . :, ANCHOR EKWIl" rE irr ELL �OCATIQN CLAS HEX WASHER HEAD 5) Y SCREWS et12- O.C. 3/i CONCRETE ANCHORS SLnICIF EDGE OF 7 60 C� SCHEDULE ON SHEET 113) �/1/1 E nAPPLICAM Ev- or cF NIPUCAUL.- crass NY t ao A-UCAULL -nouRi-o , / ), - VIA,' NEAL' CONCRETE ANCHORS 'CREV . ....... L.CONCRETE (SEE crEDU_E ON SHEM, 14) MAI Will, REQUIRED R POURED a OR coKcRETF HEAD F Anct"iORS It ....... ... ........... L U (SEE V;HED ON �,HtEl 14) ((1/, TRENCH INSTALLATION VA! r.W D LY FOR UP 'TO +70, -75 PSF A.S,D. 11) HV WALK —OVER INSTALLATION DESIGN PRESSURE RATING 8: FOR SPANS PER CQ) HV CEILING INSTALLATION 01J, HV. FLOOR INSTALLATION t SCHEDULE J.3, SHEET 11 CONCRETE ANCHORS 'to t�us IFI­ . . ............ ................ . 1� —1; -HEDULE 04 (SEE S ..qg ........... ...... .... ...................... ... . ...... _I F,;Iv /e" IT.. Wax _u ,noR Wl FX6TING ... .. ... ... I.. ("'SS IF`111..J.Inl 01I 114-e rK,Ots GLASS —S. I t/4' WL MaMWW I.J FCIFI srya Sr- D ot MP stw� �wi k.e 70 a,-kl Wx W.-iy 1.7 Ly,;" MAX. NOIC fl � WIFE- 3/4' Ex AIIIINSY 3/ *WASHER HEAD j," . ..... .... FIR U.' cam six� .. . . .... . . ... ............... !t i..4 . 2 Nun. 4. 1' HEY I-E J SCREW, 0 1;* o.". f_F -20 5.5 WS CON(RfT( PORS cz 14"0 r _e 0 '...) T "1, 0 9' 0. C. .F- SC411ULE vi,, NLr G.C. SHLEf . . ..... j % IT! EDrt{ SG GE IF Cl `SFE NOTE 13(b) r-­­­.'1A3 011.3/4- Z/ O.C. F�Kfl I'. APPUCASI ED (:O.,*f,RCTE. poop --i i=CE SCHEOU: 7 ON ON r. SC.F. Noll. 1:5m . _IHEFT I pOUp.F OR CO CRETE BLOCK 14*17 '4) D CON,;RETt.--, 0.'. SHEE'T 1 . ........................ .... OR CONC1, RLOC .......... . ........ 1/ 1 2 _A REOVIRED POURCE, RE10 RE"' ;hf KEYSTONE MOUNTING �,�LLATIOJA CONCRETE Q HV WALL FLOOR INSTALLATION f/ HV WALL WALK —OVER INSTALLATION W-0, ti 11NIQUARD. INSTALLATION t NOTE- TKS �31-ALL RE AN 01ERAISLr EXG If SEE LjkltfJ7.10N OF USE FOR EOQE DISTANCE 141"N 0 `Xt. SPEC-11,CAMONS: ON S11. SEE ��FEI If F­R 'W-CAL S ilil tzi) CWE-TPIANCE SUDE Q5, ON SHEET 19 ASSEMBLY 2- MOUNTING SECTIONS rk-,' 8 INSTALLATION DETAILS WZ -T, HV BLADE 1 -0 GNED IN A14Y WAY TO SUIT Alte -fi2T, tAT N, FLORIDA BUILDING CODE(Non Hic ut, Vefoc;ty Hurricane Zove' a0vVil TILTEI."), INC. C, 207.0 EASTERN METALawpLy. w,. ,NN'l \r,. BERTHA HVIM., Accordion Shutter System 11LIECOINC. KY. 211a 91 W/ OR W/O RV. 'MNMY BLADE tvlo. 44-, F7 American Shutter Systems �EV. 114 DESCIIIPTION DATE v5R W. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. Fly. .? F/ Is"'ATE I F UM IIA MIN M.. MM. VIPGMA (�Detl, %5:0� 33W OLD 17-107 1/2/202[j DATr- 7/2/2.020 1 13 Westroads. Drive (30 F.. 426 0qIN• West Patin Becch, Ft. 33407 3 No CA-MOS719 1 NNO YFAITER A. TILUT Jr.IF.E. 20-164 AL FLOMOA U, 0 44 Er S EA L S; GINx r u iR 6 1 7 OF 20 SEE EN12 S 0 j OUTAJ�{�CQNNi—CI TIQa"—DEV ILS ION— NEETS 10 r 8 Isrwc CLASS H ** DDE suc�E: HV LOCK 0ISDN SHOE OKs® INSTALLATIONS W/ t V ° 32 ALL BLADE W/ HV CENTERMATES CENTERMATES APPLICATION WITH BIADEQt Ow `� 2� SEE END WALL CONNECTION t , ExlsnNc class L)I~T6ILS ON SHEETS 10 & 18 ._..... ... ........ ...... .... �_.... .. _............. ° 1�7 (6063-T6 ALLOY) ALUM.• _ ] _ ..._......--.r... ...... ... ... ............. ...... ._.. ... _,...-..... ANGLE W/(2) 1/4-PTAPCCN ,/2 °x®.® OPPOSING ! SYMMETRYCAL ANCHORS TO CONCRETE ` I CENTERMATES (TOP/BOTreM) a } g1ox3/a S.M.S. ® 12` CENTERMATES MIN. SEPARATION (4)81091/2" S.M.S. TO TUBEt I p O.C. NLL LENGHi, i t Wf HV LOCK or 5: ? W HV LOCK or To CLASS AT EACH ANGLE. (TYP) I' - H V LOCK (SEE SCHEDULE I ON SH_ET „) i_ _............_ ...... 101 I E ' i I --n : 1 _ _ — ........ _.. __._. LUT HVC Y` x 1 O • OS °°©• ) 3 °"©• ©'ox HVA x @-(9-©• 0at0wt 1 O • 13 °^ POURED CONCRETE OR 6 7 + 1 DN 6 i -EX15 1 C CIAS CONCRETE BLOCK WALL ' O © +Q7 18 10 • ©5 °P 1© �ca • °x REOULREO EXISTING ":O ` ®� °" '•; I ; SYMMETRICAL — — — — ••i ——O —Q q©—O —®�— --�— ..._ i ... _ "GLASS /•� 'MIN. SEPAItATIC0 I t51. ®Dx O9+O3 u<lg.� �LExsrlNo /��� CENTERMATES6 +----•-N^ TO GLASS f5 fj GLASS i ) f i*`,_,/ OO • ®°xQ ®°x®• �] °x SCHEDULE i 1 — — - >•l 1 I 1 (SEE U _E (INTERIOR) ® ®ax O•©°xO - 11) _ MIN. SEPARATION: _.......__...._...... w {� . tr- ......... ._........... .1 ........ ....... ........._.._.-__ __._ ._-...... _.. TO GLASS ... / 1 (SEE SCHEDULE 1• I N OPTIONAL _'� __._.._ ___ _______..,........ ._................................_-...:.. ..-.-. __. _ . ON SHEET 11) j (INTERIOR} i,. I 1./-! I JI'�y'_..___— ._r______.... _ _._—___—__- ...N _ .. ........ ....._..............-........._.. _. .............. i '- t __..... ...... -. ..., ..__.......__. ............... CONCRETE J� `1 ANCHORS 'tr'yL .. _......_- -4: .... +• *,..-•.w. l 1 1 16' O.C. / } I�J1 " ®— 3' VARIES .. OUT 1j ' _..... _ _ '�1 l! a " ,r .. SLACK L....._...._._._ .__".-__.___..�-__..�_._. _. _._.. �. .._ --_ —._ ® 6 M. I--- */�• (EXTERIOR) H V E H V F* 33^5, HVD - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone` 02020 TILTECO• INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVIM. '�°s'P ��CE�` F•. J�� Accordion Shutter System No. 44 H.v. R1DE #1 w/CR o _H v. x+NDow of _ American Shutter Systems ev_ N _DESCRIPTION / OATC DRAWN BY: MP TILLIT TESTING & ENGINEERING COMPANY - ' .p ••� / j'Z,�iT/�C� 6 55 N.W. 361E Si.. Ste. MS. MRG�NIA WOFNS, RORIDA 3310f Association Inc. 1 -• OLD 17-107µ--�'/2/202� DATE: 7/2/2020 ..•_ �. STATE )F �•c'Lt'. �I Ph— : (305)871-1530 . Fas : (305)871-1531 4268 West7OOds Drive z '.mac'• FCORi P G ��7 m°'I: 1'R°`°o°°1.`°"' West POIm Beach, FL 33407 3 DRING'ND F •...?� CA-0006719 __ 0— 64 WALTER A TKLT Jr. P.E ONAL E� � FLORIDA Uc. A 44167 5SH —..__..._.._..__..ECT — 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK � HV MALE/FEMALE T LOCKS CENTERMATES8) ,29 & LOCKERS (�71 WZ (1) HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 & 18 9Y- E IX6TINO UVSS OUT BCE Q S ACN DETAIL HVF. INDICATED ON SHEET 8, !N WILL AS UTHIS SAt.HE T.UyFLOATING 61A WED WITH AIL NDD-NJD . INDICATED W THIS SHEET. NAY BE USED WITH TLI6 ALTERNATE i I I )a ©w©• @y®•©q p INSTALLATION DEWL MC STIDWN IN TWS SHER.An� INSTALLATION C1) HV BLADE W/ HD CENTERMATES (� (GDTS-T6 AlLOY)ALDM. 1 i ! yI�•® """:J.# AN Wl(2) I/4b TAPCON ! ! !t , /N^.IIdiS TO '1' ONCA[IE I i i I ... '_PVT'. L_ — _ _ _ _ _ __ ._ — __. __ _ (OPTIONAL) i (/)/+04V2•SA.S. TO TUBE};1 I, '�IOA3/4'S.Y.S. 012------------------ -- Al Exn ANGLE. (rrv): ; }I I .I / o.c. TL1M. UE, Gin. s IN (a) N.v. ___.. (.. IN (a) I m ! 1rC1. f i1 ' ., ; 3D ,HV "T" .-.- /:� PINS (TYPI ` j (PINS 4) * SEE NOTE 6 FOR HV LOCK 3@ , :- LOCK, ON SHEET S. t SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLA NGE THIN SHEET NUTSERT, PART % ea20. � AS MANUFACTURED BY AVDEL CHERRY RNTE)TO, PARPJPPENY, NEW JERSEY ..4 0R ..AL. L� I/4" 0-20 x 1 1/2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. * (30 HV "T" LOCK (OUTSIDE)--- 28 HVG* _. _._...................... S 31 oRF32h^' L33 3oR 32 t 31 OR 32 (OPTIONAL) HDB—HVB OUT S..Y.M.....M ETRICAL„_HP 9ENTE�RMAIU Wes, i �-' LOCK_,_(EXTERIOR HDD—HVD** FLOATING STACK •mOu an�• LAss eN sN.¢r :0 HDC—HVC SYMMETRICAL H,D_ CENTERMATES �W,( ti320,_ LOCK :INTERIOR) * SEE NOILS ON LxOC RODS0 h HD D LO— ON StiM 6 ## uNNFRSLL RfY.IUC BL4OE0` MmL NOC-FYD 6 vAL:I FOR Au �J6Fnturt5 wPP ulnNs mW: L+vaL7 '' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone, Oil I; .�t✓ENS No. 44117_ •I<r * ( ' Z -p ••, STATE : i�i' �" '•....... '''aC,,SSIONA i,�, �0'- �.Accordion �—� ..� 47 " jQ �z - Itll ' (V g ; 4c ��_.._._.._._...._.._...._— r�,P%SEAL/SIGINKiURE/DATE 02020 TILTECO, INC. Z�TWE CO N » ® American Shutter .S SfBRIS Y Association, Inc. 4268 Westroads Drive Wes: Palm Beach, FL 33407 02020 EASTERN METAL SUPPLY, INC. Shutter System H.V. MADE #1 w OR W/O H.V. W1NDow IBaDE TILLIT TESTING & ENGINEERING COMPANY 63 N.W. J6N. St.. Ste. 305. VIftM! GARDENS. FLORIDA 3319 PN9ne (30 e—fll silo .Fox : (3D5)871-7531 e-pn C 00066'0a.<om cn-o006218 WAUEA A Tlll)f Jr. P.E. FLORIDA uG. Z as1s7 .EV. N DESCRIPTION DRAWN BY: M.P I _DATE_ 0L`D 17-107 •/2/202 DATE: 7/2/2020 2 DRAWING No 20-1 64 s 4 SHEET OF 20 6 ; ..._ �— POURED CONCRETE OR / POURED CONCRETE BETE p/ f-' ... PR NC -- CONCRETE BLOCK WALL ^1}� O CONCRETE. REQUIRED 1 ! f BLOCK WALL REQUIRED ..___.....r ''`' /f, EXISTING GLASS f f' /// ,✓ COfNCREE ANCHOR-' EXISTING —GLASS {® 16" O.C. 2" MINj+-j/ / _MIN. Sc'I ARg_nON 1i 1r TO GLASS (SEE f ! I MN. SEPARATION SCHEDULE 04 SHEET 7 col--'s^i -t ED . • TO GLASS (SEE 11 FOR BLADE (DAM AND /I11 / I SCHEDULE ON SHEET 1/16`x3" MAX. _ _ TON SHEET 19 FOR I y 1 : ' /' 11 MR BLADE OAND (6063-T6) CONT. D'ADES (LOCATE AT �qq_._.._.............._.......___.____......._,£ SHEET 79 FOR ALUM. CLOSER —...1._._............_........_............._._ ._. EITHER SIDE ti�.7....... BLADES O&Q PLATE. (LOCATE 1/2') ._. _ ...} , OF 5) : = AT EITHER SIDE MINJ� , ? .%_._....._..,.............. O 1/2 MIN �I: __......... ....._._. . _= OF .._....................... ....... yloxl/z" s.M !'�.__....__..�s.Ms._-- �'----- a 16" D.C. 5 c 7 _ 0 16' O.C. _'S"'4.. 1i II F—_ .%\ -.. �. �J�.._....: ) `i1 i -•". SSE DETNL X FOR-1 ♦ € f DE ..UNNECKS OR SEE DETAILON X FOR T OR ®' 70 TRACKS I SIDE CONNECTION 1"✓_ a « rG',1: -7 ,.V« 10 -�3 « 10 TRACKS 'i�®6� +:1�"'«i�0i•YJ" I 10- 10•®«p. Y.'-0.0« if 10•®'©.n-©'©« I_.._©p0a ®•®«0'®'�'@"©'® END CONNE( END CONNECTION DETAIL n END CONNECTION DETAIL n O is- O.C. POURED 777EXI5TING GLASS M?L SEPAWION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE QAND CN SHEET 19 FOR .._. . .. BLADES � & Q/ s : 1 %? MIN, .. i ;Z ._. .......... ... .._._._...._..._._i....,_,.,.._.}, OR Af / POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ' GLLA55NG / Marti/2 S M.c„,-' # ' 6D 16 C.C. MN. SEPARATION CONCRETE 1/2' MIN. �� CSN(5�T ANCHOR a--- 11 FOR BLADE RAND '• p e Q S�J_.w_......... 12 O.C-: oI, SHEET 19 1aa m& ���P''•�\CEI SF•• i No. 44 16c STATE F NAT E �` t1. ' 7A��11nn N„ ._ POURED CONCRETE OR CONCRETE .,;,,POURED CONCRETE jx BLOCK WALL REQUIRED """ f` "' OR CONCRETE BLOCK WALL REQUIRED 1 -- EXISTING GLASS f /• '2 UIN ` XISRNG GLASS A9N. SEPARATION I( M+N. SEPARATION TO GLASS (SEES04EDULE ON SI-EET, TO ' 1 11 FOR B?DE® SEE SCHEDULE LA1(SM2T •_...•ON SHEET 19 FOR 1/2• .t .1......__..—...__ __11 FOR ELADE 19 ON SHELT FOR aADES (D & BIND S D& t ( •F USE I' OR 2' Ltax. I 11 1 i (A5 APPLICP8LE)x2"x1/8"x0•-2' ALUMINUM CLIP ANGLE I, •�'__ r (6063-T6 ALLOY) AT MIDHEIGHT ..._..I (1) #10.1/2" S.M.S. TO(D& fY-..._._._................. (2)1/4"m TAPCONS ANCHORS TO F ., WALL AT 1' O.C. (LOCATE AT �., EITHER SIDE OF(Z) I` 6' OR' )« 0 SSDE CONN CTION; ` 4�...Y 1 ®«©� Q«®. 10 •®« ? ©« To TRACKS )ETAI END CONNECTION DETAIL REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' - _! ©OR®OROOR ... .__. ___ —j) OOR OROOROR EO _... _.................... _................... ._—_Y �(C1OR®OR 110R 2" 41N. ' J ♦ SEE LIMLATIGNS OF USE FOR © O ® © © VIEW Y / ."_.______,._............ OR PLAN BLADE 1A ON SHEET 19 1p' AORR S OR 1 OR j OR 1 �♦ PLAN _. ,.............._: DETAIL ._.._ X ,a•®«©•p«p.©« END INSTALLATION HV BLADE HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL © O ®«® ®q®.® RORIDA BUILDING CODE (Non High Velocity Hurricane Zone; 02020 TILTECO. INC. C 2020 EASTERN METAL � SUPPLY. INC. �:-� uli>oeuse.nlel®� ---- 9ORTHr$ HV-.,, ! e L l E c ®� w Accordion Shutter System H.V. BLADE #1 W/ OR W/O RV. WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 361h. St. S1.. 305. ARGINU GOONS. FLDR:QA 3316, Phone : (305,871-1530 . Fc.: (305)871-1531 e- 0: tat6co®eol.com CA-0006719 WATER A. TILLN Jr. P.E. FLORIDA Lic. d 44167 American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 — '=Y_N QESCRIPTIDN - DATE DRAWN BY: M.P 1 OLD 17-107 7/2/202 DATE: 7/2/202L 2 — DRAWING No 20— 64 3 _ /SIGNATURE/DATE 4 I 5 t SHEET' to OF 20 MAXIMUM SHUTTER SPAN' "L+" OR "L-" (ft.). FOR INSTALLATIONS W/ SYMMETRICAL CENTERMATES. ® & Q or or IV W/ ONE H.V. LOCK ® or ® or or HD LOCK ® W/ NO LOCKING RODS or CENTERMATES ® & ® W/ ONE HV "T" LOCK 0 W/TWO LOCKING RODS (5 TOP & BOTTOM (SEE NOTES ,tt) //55 IunMUM CONCRETE & WOOD INSTALLATIONS lJ A.S.D. DatGN F RAWIG E WALL MOUNTING FLOOR/CEILING (p...0 MOUNTING OR 45 _aGHF.P.ULLA2 MAXIMUM SHUTTER SPAN* "L+" OR "L (ft.) FOR INSTALLATIONS W/ rOPPOS!NG CF�MA-I`r ^%7) & g ONE HV LOCKS Q.-It or ® or W/ NO LOCKING RODS (SEE NOTES t. tt) A5.D M. DIMG. IN':TA TONS' . PRESSURE SURE camas WAIL MOUNTING OR & ROUR/CEIUNG MOUhn1NG 35 14'-10` 14'-tG" SS 11 10 11 10 _ 60 ,� I t'-4' j 1 V-4" ._ ...... _...y_........ o' ....._1................„"..,....... „. ����10'.10-10" 75 10'-1" i 10'-I" ......................... ..............................(............................ 105....-8 .0.._. a 7^...._.I .. 3 ;5 1 0 8 4 17 7 8 7 9 2 1 1 O 1 8 4 7 7 140 5 5'-11" 7 7 7 6'- 14C 7 5 1 5 17 145 7 3 - 5'-9" I � �5 7 3 14 ��. 7 ..J ..5 B' ...7"-0' 155 7'-2-. fi,',-9'_... 155 i,_0• 5'-5' 160".... ... . fi -7" 165 � 6'-t0" 170 ..............................................._..__... 6'-S" 4-111` .. .._6,._2".._ .fi-1�- _....._._.._..._ _..-1 ......70 6'-9" Y•_..... t75 _..._......w. .....-.._..._..._........_..._.... .... ................................._........................._...._�.....ii...,..__...._.._.. i80 6'-6` i 4'-8" 6'-8" 3 5,- 10' __..._............................_......,...,.....1.................... 180 6'-6" 4'-13' ?85 E'-5" i 4'-6" 6'-7" 5'-6" 185 E'-5" t 4'-6' 4 .• \,\CI NSA''•. No. ,1i j q' STA _ OF FS•... . MAXIMUM SHUTTER SPAN* "L+' +R "L-" (ft.) INSTALLATIONS Wei $1:).ifzEf$L;Lt?._�Ef�'ERMATES 1 & W/ ONE HV LOCKS '+•i OR W/ NO LOCKING Roos (VAUD FOR MOUNTING I SHEET 7) _UUM CONCRETE ISM. DESIGN INSTALLATIONS pAvwu BOOR/CEIUNG MOUNTING OR (+ OR -) FLOOR/WALL MOUNTING 1 11•-11 10._'.i INSTAL ATION GFNI —'T�_—) I CONCRETE & WOOD MANSORY WALL A. B, C, D, E. M, N, O, P. 0. MOUNTING F. K & L R. S, & V. FLOOR/CEILING C. H. I, 11, J MOUNTING & M _ T. U, W & X 0 MAXIMUM SHUTTER SPAN "L+" OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 PO(. A.S.O. DESIGN PRESSURE RATING. f 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 ft EXCEPT THAT MAXIMUM SHUTTER SPAN `L+ OR "L.-" AND MAXIMUM A.S.D. DESIGG PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 1- CONNECI IONS 70 KEYSTONE MOUNTING LIMITED TO +64,-72 P.s.f. AND 8'-0` SPAN, SEE MOUNTING M ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 11,) HV BLADE 0202 TILIECO. INC. /TILIEC0IMc. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. Ste. 305. VIRGINIA GARDENS. 17DRIDA 33 Phone : (305)671-1530 . FOn : (305)871-1531 e-mail: 6lteco®ool.com CA-00U6719 WALTER A TILLIT Jr. P.E. FLORIDA Uc. # 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 FLOOP,/CEIUNG: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L4" 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 "Lh" ANTI %- (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BE711EEN '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.C. DESIGN PRESSURE RATING: DETERMINE: Li-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX. SPAN FOR FLCOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM .I LOWARLE SPAT: IS EQUAL TO THE MINIMUM BETWEEN 'L14 ". 'L24 "• "I 1-` AND `L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. FLORIDA BUILDING CODE (Non Hi,, Velocity Hurricane Zone; 2020 EASTERN METAL SUPPLY. INC. BERTHA • B Accordion Strutter System H.V. BLADE #1 W/ O2 W/o H.V. WINDOW BLADE American Shutter Systems Ev. N DESCRIPTION A990Ci0}IOn, Inc. 1 OLD 1'7-107 GATE /21202:. UfwWN 6T: M4C V.{LG. DATE: 7/2/2020 4268 Westroods Drive West Palm Beach. FL 33407 :AWING No 20-164 RI POURED CONCRETE (SEE MOUNTINGS A B, C: 0 Ati0 ' CS SHEET 6) POURED CONCRETE CONCRETE BLOCK YUY 6�WALL HEADER MOUNTING Ai WALL HEADER MOUNTING "•t ® WALL HEADER MOUNTING D WALL SIB }40UNTING _ D WALL SIB C�&LPG, WALL HEADER/SILL SPAN W- / :12 _ W/ 4J W °?) �I+,y�0UN11NG W , MOUNTING (rt) ASG MEN NOUTNE PRMURE RAIYC �1 ASD. OESNN N IIrE PMLSfi" R11IM.y�f 9 ASD. OESikI NFGUNE PRETSU.Ye_PA#E'& N I2TATM1E PIF]S11RE R11W^ jpef; ' {y_R OE9IN NEG4INEii.PfiES91RE!?!'. SO , 40 , 60 1 75 ; 90 ;120 160j2D5 SO 75'17 90 120 iG0 205 4 t _ 30 r 461 fi0 ;' 75 90 120:1604205 f i _ 30 i440�600 1 715 I 0 1 Uil 0�205 ( .. .. _ }� JS i90 1120 �16012D5 30 t _.. J01 40 160 i 75 i 90 205 OR LEST 14 !12 t1018 BiH 6 _ __ _.... _ .. 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Ri5 .5 55! 9 85 45 - 16 0 14--.I_ �.i 15956 ,L 10 €75E5 4. - 65 ; 4 _' Y _ t _ , -, i \\CEO .No. 44 ' 67 CTATC IC ANCHORS SPACING LEGEND TAPCON OR I TAFCON WITH ADVANCED THREADFORM TECHNOLOGY . .....AL..... POINTS.. SOLID -SET . BLUE TAP W/ GN' TAPPER+ • SEE UMRATXLYS BL<DE IO ON 6HEcT 19 I 1-HV BLADE OR l _ HV BLADE W/ 11& HV WINDOW BLADE WORKING IN UNISON 4 1. ANCHORS TO SUBSTRATE StIALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Min. 1". - 3 ksi) 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. (Min. Pc 3 ksi) 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY. (Win. Fc 3 ks€) 1/4"0 BLUE TAP CONCRETE ANCHORS W'/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. Vc = 2 Wi) 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT, INC., AND DISTRIBUTED BY ALL POINTS SCREW BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. INC. (Min. f c - 3 ksi) NOTES: A1) 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", A.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4" ALL POINTS SOUD-SET ANCHORS SHALL BE 7/0' INTO THE POURED CONCRETE 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. 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 A1) & A2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WfTNOUT METAL STUDS CONSULT THIS ENGINEER, FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. (9) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 1/40 TAPCON OR TAPCON WRH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. 1/4"0 x 3/4' ALL POINTS SOUR -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY, 1/40 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY DLWALT, 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: 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 MI(41MUM E B M• M ED OJT OF 7/4'0 x 3/4' ALL POINTS SOUR -SET ANCHORS SHALL BF. ENTIRELY EMBEDDED INTO TUE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMREED.-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE E)(ISTING 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) & 6.2) 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. EDGE O757ANCt VERSUS ,SPACING SC,IIJ Vj9 FOR AtjjU ORS;, MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EOCE DISTANCES INDICATED BELOW. FOR E. D. LESS IHAN THE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING S40WN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS TNAN MINIMUM S?ACING INDICATED FOR EACH ANCHOR TYPE. FACTOR ACTUAL EDGE TAPCON ON TAPCON WITH ADVANCEDAll POINT SOLID SET T TAPPER + BLUE TAP W CAP.._ DICTANCE -- THREADFORM TECHNOLOGY -_.�.�-_.._ / ._ _ ..... _._..__.._ ._....... SPACING E D. MIN. SPACING = J' _._._.__...._...-_..........�.�,�...-_ MIN. SPACING 3' MIN. SPACING d 3 1 2'! / ..................-.._.,._.__..;MIN. - SPACING - 3' ? 3 3/4" E q• POURED CONCRETE & POURED 00,�EE CONCRETE BOOK POURED CONCRETE ac�'-]POURED _MIN. CONCRETE &!{gyp EI RETE H� CONCRETE BLOCK MTt E0..3 i/2' MN. ED. • 2 1/2•i CONCRETE BLOCK I CONCREEE BLOCK ! MN. ED. J 1 MN. MN ER.3 a MN M-3 f 7 • MR ED.•J' I /2'` Fes. • 2 12 /' 3. 10 0.78._...,.._. : i0 084 1D 10......._'£-'._.... I �t osi li z ___._ o7i I 0 51 1 3/4 .__._ 02020 TILTTEECO. INC.x e. �P 1 B 6 E C ax+ I. c. TILLIT TESTING & ENGINEERING COMPANY ezz> 6355 N.W. 36tn. St., St.. 305. VIRGIN. GARDENS. FLMf 33 phone : (305)871-1530 . Fax : (305)871-1531 e--il: f;!t Qo..com CA-00067I9 '- WALTER A. TLLIT Jr. P.E. ,r In. rr FLORIDA U1. F 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 62020 EASTERN METAL SUPPLY, INC. BERTHA HVTTF9141 ANIZIO.SAR American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Accordion Shutter System RV. BIADE #1 W/ OR W/O RV, WINDOW BLADE y, Na DESCRIPTION DATE 1 ORAM'q BY: M.P , ......,., j... .. 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Fox : (305)871-1531 e-mail: tillec7faoi.e9m G-0006719 11'ALTR A. 71L1R Jr, P.E. I'LORIDA Uc. 0 44167 ANCHORS SPACING IEQENn i TAPCON OR� TAPCON WITH ADVA NCED THREADFORM TECHNOLOGY ALSOLID-SET L POINTS ___ BLUE ... _... _._._..._.._.._ TAPPER+ j OSEE ANCHOR ECIFICATIONS SHEET 13 O VALID ONLY FOR UP TO +70, -75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCTIEDULE #3, SHEET 11 �1 HV BLADE ONLY FLORIDA rp: _ American Shutter Systems Association, Inc. 4258 Westrocds Orive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zane (-,' 2020 EASTERN METAL SUPPLY, !NC. BERTHA H V'TM._.__„_ Accordion Shutter System H.V. BLADE #1 W/ OR W/o H.V. 4WNDON BLADE 2AWING No 20-164 MAXIMUM A S D DESIGN PRESSURE RATING (12.2.f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in) SCHEDULE FOR A GIVEN MAX SHMER SPAN NEGATIVE A.S.D. DESIGN PRFSSURE RATINGAND A CORRESPONDING MO W11 N TpP (SEE MOUNTINGS ON SHEETS 16 & 17). �EE3 U B !EE3TI;E SOUTHERN PINE No. 2 W/ MIN. 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SUBSTRATE SHAM CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) - 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. 8UILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT -DOUGLS FIR W/ G-0.50 (N.D.S.) EACH SECTION ON SHEETS 16 & 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.O.S.) 2. ANCHORS TO HOLLOW Cl7UNG SHALL BE AS PER MOUNTING TYPE U. SHEET 17 0.V0 SHALL CONSIST OF -MIN. 1/2" COX PLYWOOD (1986 APA) LAG SCREWS AS PER NOS 2018 SPECIFICATIONS. 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone; \\\1 Ip11111111i A... �Q�. ���EN 4416? 'k Z A'.• STATE ., F :�p� ., LOT' �C ���pAY ,S1ON' 771A2T'' �,T�,,% ; ' .'� -; -.. )f• P 7� .•r\ 112020 TILTECO, INC. C 1. 1ttc. 5C 4 o t9 American Shutter Systems Association, Inc. 4268 Westroods Drive Wes', Palm Beach, FL 33407 © 2020 EASTF.R77 METAL SUPPLY, INC. u�r BERTHA WVTM Accordion Shutter S stem y HV. BLADE (/1 W/ oR W/0 FLV. N7NJC7W BLADE TILLIT TESTING & ENGINEERING COMPANY 0355 N.W. 361N. SL, Ste. 305. YIRO- WDENS, RDRIUA 3318 Phone : (30.5)671-1530 . FC, : (3G5)871-1531 -m 7: ERlacoO.W.eom CA-0006719 WALTER A. TILLIT J, P.E. FLORIDA u�. y 441B7 1EV, N DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-107 i/2/202C DALE: 7/2/2020 2 DRAWING No r E 20- 164 3 4 DIY\`��EAL/SIGNATURE/DATE SHEET 15 OF 7n 6 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1 i HV . SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WC ...WALL FINISH MAX. LIMITED TO - 105.0 psf- A.S.D. DESIGN PRESSURE RATING } 1 r..._ 1/4'm TAPgN OR ADVANCED A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH B TAPCON WITH e / THREADFORM TECHNOLOGY ""�•- 1 1/4'0 TAPCON OR W/ 1 1/2' Min. PENETRATION / i i - APCON WITH ADVANCED THREADFORM TECHNOLOGY t : OF THREADED AREA TO I - „ ( W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING '•_ EXISTING WOOD HEADER. ,_,,, t I , 1 ri000 HEADER. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET IS) 1/4'0-20z3/4' S.S. MACHINE i1 f 'iLi4Uii(1Xil c d j 2 pp/�N / �Y SSSt 7 /pa 18 f SCREWS W/ 1/4"-20 NUTS i j I Li 7}II \ r v1 Min. 12' D.C. r^. x• 4 #� r F -N ! e ittitt��kLi l-_ i f�On�i £j I �Z ! ,!E! / 11l' x .'S I ay yl! il ( zi__.w,A tf €jllEfll t� i ..... i (''—"11ok�. i It..,•' �fl� 11! ,L -oP71ar1AL �sL)fi t_ s3ilt..... •'_ @NEXISIING MIN. /....,:- .;:...s FINISH �-� 2'z4" WOOD �;qfl �^'. �t.J 'j EXISTING MIN. I p p HEADER REQUIRED 1,1,jOR*--2'z4" HOOD ! I' F 17 II HEADER REQUIRED I.If I EXiSTINc MIN. SEPAMCN cLA55--3 TO GLASS (SEE I e I IE SCHQXILE ON SHEET I MIN. SEPARATION TO C1A55 ? I ' 1 iI FOR BLADEl1iAND ( :; EXISTING I __(SEE SCHEDULE ON SHEET Ii)" " `• u ' ± 1 ON SHEET 19 FOR CU„� ti. GLASS BLADES& 0 .-�a d_.._.-.....__.._._..._................._..............._.__._...__._._[., ..y4y-_'-_-. _..........._._.:.i_.I... (M)HV WALL HEADER INSTALLATION O HV WALL HEADER INSTALLATION EXISTING - --»-• ........ .._.... .. ... y ".„„_ ^p MIN. SEPARATION TO GL45S._.__. ._._,�.; I _. ... _ T .... Syp MIN. SEPARATION TO GLASS ' I I I """' � EXISTING 1_(SEE SCHEDULE ON SHEET 11)"' "z4 CONT.-I (SEE SCHEDULE ON SHEET I i) r 4 GLASS- 2 I I I >< WOO PLATE L� REO'D - ( , 'MACHINE SCREWS EWS W II i 1 ,.._WALL •Y it/4'-20 NUTS 6 12"-.= FINISH ),,; iI LIE >..., C.C. +�IIlISvr"r it:�i: t I j ITC: 77 WOOD PLAT 1 WOOD WPLAT _Jun \ OR1 i U! I 1 i 1 4'0 TAPCON OR IAPCOY YI VAN / I WITH ADVANCED THREADFORM TECHNOLOGY W/ 1/2' t1 - Min. PENETRATION OF THREADED AREA INTO PLYWOOD SEE SCHEDULE ON SHEET 15• ^SY ( 1 EXISTING MIN. 2'x4' 1/2" MIN. CDX PLYWOOD REO'D. 1-EXISTING STUDS ® 16' O.C. MA) REO'D. PLYWOOD TO BE MIN. 2'x4" STUDS ® 16' 0,C. MAX. RF.O'0. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. 1/IA11 CII I lklCT 111 ATIALI SECTION 2308 OF THE F.B.C. N - ..... .........I' Min. 0 t MIN. SEPARATION TO GAS (SEE SCHEDULE ON SHE 11 FOR BLADE (D/ ON SHEET 19 FCI EXISTING d BLADES "DIr 13) GLASS --- -0 a WALL..... FINISH. i..... _...[ L1TOR� 1%4"m TAPCON OR TAPCON WITH ADVANCED =-.-. 1HREADFORMI TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED ARCH TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) `�•_ 2"a4' CONT. SILL PLATE. REO'D. :... ..... _....... _._."._-,. _..... _............... MIN. SEPARATION _ .. TO GLASS F—(SEE SCHEDULE ON SHEET 11) -' "'• ) EXISTING .LASS— J I D E- [ I I 1/4-0-20x3/4" S.S. ) MACHINE SCREWS USING 1/4--20 NUTSII I I y I II I _ 12 D.C.{r 17UR18 II .. ",. 1/4'm TAPCON OR ry0; � \\ MIN CD%� TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1/2' Min. PENETRATION OF 1-SEC SHEET 4 FOR Tl'P'C^` I SHUTTER ASSEMBLY. I -MOUNTING SECTIONS CAN DE PLYWOOD REO'D. - WALL FINIS THREADED AREA INTO PLYWOOD I; COMBINED IN ANY WAY TO (SEE SCHEDULE ON SHEET 15) ' SUIT ANY INSTALLATION. © HV WALL SILL It qSTAILLATION ( SEE UMJ�A0CN5 OF USE OF BLADE '�Ak' ON SHEET 1`9j ��L1� ♦� �I( ��Vli/� 02020 TILTECO, INC. ;`y�?••'\\GEVS •.•9''%^ 1 tip 1. �m�..�,... ' IIL>s1�� IHc. No. 441 _'.. fib.,;-.— �` y TILLIT TESTING & ENGINEERING COMPANY •� T *�,.•;�. •• ,"7 'd STATE 01 : 'p ••, F. /' \: f 6]55 X.W. 361n. SL. Ste. 3M. vRGwu GARDENS. FLURILA 33 Phare (305)871-1530 . Fax : (305)871-1531 e-mail: tilt—O—I.— ' �I �S'••••••••• S�ONAL �r�`...�_ -���` WALTER 0.�LlR1Jr. P.E. ///1.....___..... 10T�' ccnl /clr•nlrn loc /nx'rr FLORIDA U. p 44167 EO C Min. II 1/4'0 TAPCON OR TAPCON WITH ADVANCED I 1 THREADFORM TECHNOLOGY W/ 1 1/2" 1' C014LATE 1` Min. PENETRATION OF THREADED AREA TO PLATE }..' ; — EXISTING 'A'COD HEADER. (SEE SCHEDULE. ON SHEET 15) -WALL FINISH ® HV WALL SILL INSTALLATION American Shutter Systems Association, Inc. 4265 Westroads Drive West Pelm Becch• FL 33407 CODE (Nor, High Velocity Hurricane Zone' ©2020 EASTERN METAL SUPPLY, INC. BERTHA H V TM Accordion Shutter System KV. BLADE #1 W/ OR W/O H.V. WINDOW BADE AIMING No 20-164 TI --WALL FINISH - - f ........ �w�............... ii..__........, ( ._..... .__ 1/4'0 TAPCON OR / TAFCON WIT14 ADVANCED t 'rHREADFORN TECHNOLOGY I 1 W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO 1. ° t •i EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET IS - Min ) y ' tz�.:S _ i 19 .. EO i�OPTIONAL •p 4'x8' (Min.) EXISTING WOOD BEAM REQUIRED. 4 1 4'0-20x3 " S,S. / / STRUCTURAL ADEQUACY PHIWPS TRUSS HEAD TTF EXISTING WOOD BEAM O BE CERTIFIED BY MACHINE SCREWS REGISTERED ENGINEER OF W/ 1/4-20 NUTS ARCHITECT PRIOR TO ® 12" O.C. SHUTTER INSTALLATION. TI 11 ... )?11( j EXISTING MIN 2'x4• EXISTING—il HEADER RLU'0IN ;7 GLASS I;;_, MSEPARATION TO GLASS 9 .... . - (SEE SCHEDULE ON SHEET 11)` C) HV WALL HEADER INSTALLATION irTOT"r3"....._..-.�� 1—SEE SHEET c FOR TYCAN SHUTTER ASSCNOLY !2-NOT WING S BE COMBINED O SUIT 'f I `. AN7 WAY TO SUIT MY INSTALLATION. M,N, SEPARAPON TO IT 1 ........... .... EXISTING 1 GLASS "'(SEE SCHEDULE ON SHEET 71) "-'-"""" i.( i CLASS —I' ){L I I i{ ET1� i 1 WALL, FINISH 1 �2111 OR(f 1 1/4'0 TAPCON OR '-'^"^^-- i TAPCON WITH ADVANCED ( .257' THREAOFORM TECHNOLOGY il._. Max. n. W/ 1 1/2• M'PENETRATION , OF THREADED AREA TO EXISTING WOOD HEADER. (� (SEE SCHEDULE ON SHEET 15) EXISTING ttt CLASS 111 MW. ; I me SIaiDU _-1 it F6i r 11413/4 EI S.M,S. .......... .... ,......... a 6' O.C. or 13 or �i 9 I OPEN HOLE AT EACH STUD TO ACCEPT 5/16"9LAG SCREW CENT O AT CENTER OF EXISTING yN StPNGD:xi C N GLASS— TO C.ASS (SEE SamD,E CN `WET ._..._.\I)OR 1g� -') 11 FCR axe VAND ON SIfET 19 F'OR ..."..... s. . u. .... BLADES 1) �T;HV CEILING INSTALLATION __..."_.—_ g ........._ _t. � U +H 1 TO I (sE 1.[ 1 i 1 ....".-_(OOR 13-* � '°TJICOVIE a sxTx 1 t I i! �� xCI FI a DEa.w x Lnss�l B sir 19 � 11 ..............j� I a�o5(yNs� if I if 1`(� ALTERNATE I. i ANCHOR �•7 I 1 4(y _� i(I"--( 6 /q• 1 �\ I LOCATION tJ ; 2'x6' MIN. WOOD DECKREQUIRED (NO - _ -. FINISH ALLOWED) EDGE OF DECK^% j,.._.. "1/2• I-' /, 1 _ _, IF APPLICABLE jj y 1' ! 1/4'0-20x3/4' S,S.� • t i 1/4"0 TAPCON OR Min. \PHIWPS TRUSS HEAD 99 TAPCON WIT14 ADVANCED E 2' E, MACHINE SCREWS 1 2 4 CJkT i THREADFORM TECHNOLOGY i�"._�,..,"..�. ` s 31LL PLATE 'W/ I/4'-2O NUTS 1 4'0 TAPCON OR TAPCON €! �• W/ / . R-cQ'0. ' ' I 1/2' Min. PENETRATION 4s 12 O.C. • -: •'• _ i I I+ OF THREADED AREA TO TECHNOLOGY W/ WITH ADVANCED THREADFORM ... >_ 1 2' Wn, PENETRATION OF THREADED ..•.... ...°i_..:...._iw,' : EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) �V) HV WALL SILL INSTALLATION • SLLADE A ONISHEETUIS FeR `W, HV FLOOR INSTALLATION C�I'� fa 1 G ��//// 02020 r,LTECO. INC. ♦♦��y�iLililiilirl ♦ / z 441 i 7r 7TI LTE C 0 _No. TILLIT TESTING & ENGINEERING COMPANY STATE 0 ! 6355 N.W. 361N. St.. SI, 303, VIRGINIA OANDENS. RORID4 33 �; -��o' `ZORIO •'�� . PIF— : (305)871-1570 . fax : (3C5)871-1531 e-n 11: mL«noaa.<6m ' // s 0006719 WF E. ♦ /// n ��� p� `� mF♦♦ r AI /cIC InTI loc /nnrc TE FLORIDA Lc� 44167 B #10x3/4' HEX WASHER HEAD oK SCREWS 6 12" .0 —.....1 /..EDGE QF APPLICABLE) EXISTING WOOD TRUSSES OR RAFTER ® 24' O.C. REQUIRED ry:'I, � I EXISTING SOFFIT S/4' MOY. THK. CONT. ALUM. TUBE OF 13 Or 1 rJ (6063-T6 ALLOY) W/ TRUS REWS TO EACH 1RAiTER OR6"0 LAG TRUSS. LOCATE LA.G SCREWS AT i III I I T MIDWIDTH OF EXISTING WOOD MEMBER, (2' Min. NOMINAL WIDTH) W/ 2' Min. I- PENETRATION OF THREADED AREA. VALID FOR INSTALLATIONS WITH 72Psi I MAX. A.S.D. DESIGN LOAD AND M1 9'-0' MAX. SPAN. THIS 1 INSTALLATION IS ONLY VALID i FOR WOOD W/ MIN. SPECIFIC CRANIY OF O.S11 AS DOUGLAS t I, ♦ FIR OR SOUTHERN PINE No. 2, OR i.,.,._i.•.......l.l ® OR EQUAL. .............. ( MIN. .......L.. I SEPARATION I 1 -_ TO GLASS ;(SEE SCHEDULE 71 I i ON SHEET iiiE I I , EXI 7'NG -vss---I ��> 1�R �- ll L, 2 x6' MIN WOOD DECK RE0 RED ..�.. _ : (NO FINISH ALLOWED) OF - , - EDGE LI DECK DECK I.< " IF APPLICABLE APPUCABI E d .:- .. ;.. L_ .. ', c.. ..... _ ...- 1/4.0 TAPCON OR TAPCON WITH ADVANCED 'I iHREADFORM TECHNOLOGY W/ 1 1/2 Min. -2• MIN. _) 11h� - PENETRATION OF THREADED : AREA TO EXISTING WOOD HEADER. (SEE--- --- SCHEDULE ON SHEET 15) C)�,)HV WALK —OVER INSTALLATION FLORIDA BUILDING CODE (Non High Velocity Hurricane ZoneF 02020 EASTERN METAL SUPPLY, INC. BERTHA H1%Tt: Accordion. Shutter System . ls N,V. BLADE #1 W/ OR W/o H.V. WINDOW BLADE American Shutter Systems — N DESCRIPTION rr DATE DR4WTr 8Y: M.P Association, Inc. , 1 OLD 17--107 "lTivzm Gr ri " "' 4268 Wes(roods Drive West Palm Beach, FL 33407 3 -J---,DRASVING No ' -; , 20-164 A q END INSTALLATIONS (i) HV BLADE OR 1—Al WINDOW BLADE INTO 2%4" MIN. WOOD STUDS ,,u2'.., m w000 STUDSPEQ.. wN. wo SUDS.STUDS REWD. IHN. P p ST V PLYWOOD ;r NO G Cl/SS LASS v C9, N 1/2- W COX % —T I 1/2' .1N. .... ............ PLYWOW" COx TO (SEE PI—DD. IBDE-D 4l—AD— ....... ............7 ..... ., 7 T a, sut 19 Iw I \iNCM wSLT 19 iLR SNEDUE 0N KYN= a= Ili. QOSEA \ . .......... . .... xmg .............. V1,=: -4 S.M.s. If i'll --- - . I )1rZ] . ...... . ..... . . . . ...... 016 O,Q . . .... .... SEE MX r1w i jj I OR S aD.m scc 0) SIDE CON tC­N OR SEC I FOR OR (rp* To ��s 1-1 ................ . .. . CON EDTIDN -06 StDE CON ECTION SEE DETUL X FOR_, I� — " -4 It S'DE TO � 0 ................. rg -T TO TR�S (D 70 V�-07 @ 0: 0-0-01-&07 -0- (g) 70 1',G) 07 0 0.1 @:01 08 END CONNECTION DETAIL (2) END CONNECT END CONNECTION D ON DETAIL 09 DETAIL END CONNECTION DETAIL EP"E-CD �ol UN C� i I V EDUS,N.to 12- O.C. �`DON SEF LIMITATIONS OF USE FOR 1/2" ....... . .... . ..... . .... . . ..... . BIADE (1).� ON SHEET 19 L V ON % 112* y zn= .......... ..... . ..... -C6) P. ....... ........ ..... pj 76 :,.4* MIN- VIEW 0. 03 PLAN �.S RED., J 60 0 - Q; @ 0 DETAIL END CONNECTION DETAILEND CONNECTION DETAIL (02 ,6--- - FLORIDA BUILD111 CODE(Non High Velocity Hurricane Zone' 02020 TILTECO. INC. 02020 EASTERN VErAL SUPPLY, INC. \-\1114 BERTHA HV,�I- r.=2 Q.--, v A No. 4416 7 .,-s Accordion Shutter System tTiMLIE -cM . A,S,Swj"n H.V. MADE #1 W/ OR W10 H.V. WNww BLADE American Shutter Systems —7 DESCRIPTION DATE DRAWN BY: M.P STATE OF TILLIT TESTING & ENGINEERING COMPANY N. th Association, Inc. 6355 .36 . St., SI.. 3W. WGINA CARDENS. FLON0. 3316t Wi202, �W-7/2/25H2 ORO, Phl : (305)871-1539 . F- : (305)871—'1531 4268 W stroods,49Kve West P,,. —W!: UK ... 0W.— Beach. FL 33407 DRAW!NG N ER k It T Jr. P.E. 20--1 *//o ... OsIlliII0 I " ZO, WALI CA— 6719 94 ,FLORIDA Lk. # 44167P.E. SEAL/SIGNATURE/DATE . . . ..... SHEET 18 OF 20 ► a MAX. ALLO WIND SEE COW DETA 1C d FULL ------- ----- Exlsrwc cuss ELEVATION UN.LE ON SHE I GLASS R Z . -- -- --- --- m o�. 7<-------;------------- ,.,�E SHEET T 11 F FOR BLADES14 TYP. SYMMETRICAL CENTERMATES CAL @ i, /�- 1V/ C2yq� �OR @ AND ..—_.._..._......_...................,.....»...... W/O (SEE NOTE 4 ABOVE) P 1 AN TYPICAL I) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE AN SHUTTER- N.T.S. ` No, 441 7C' STATE 0 02020 TILTECO. INC. �7:1:L, w� TILLIT TESTING & ENGINEERING COMPANY 6355 N.N. ]6:n. St. St.. 305, VIMNM GMIDENS, FLDWCA 33 Phone : (305)071-1530 . Fax : (305)871—I531 .--IT: 611cco41ao1.com CA-0006719 WALTER A TILUT Jr. P.E. FLORIDA LTc. d 44167 I. MAX A.S.D. DESIGN PRESSURE RATING: +110, — 110 p_,. 2. MAX. SHUrrER 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. (BOTH W1 OR@) ARE ALLOWED f ONLY C�CET S IN CASE OF NCMUST BE NONOPACCESS SIDE OFCEW�E. 5. (A) HV WINDOW BLADE @ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES) FOR ® PER BLADE AT SPACINGS SHOWN ON SHEET 4. (9) MIN. CLEARANCE FRO TOP OR BOTTOjob EDGE OF HV WINDOW BLADE OF ANY 3'0 HOLE FOR SHALL BE 12'. (C) FIRST OR L§ BLADE COMING OUT FROM STARTERS AT ENDS MAY BE Hv WINDOW BLADE 1 (D) HV WINDOW BLADE IQ MUST BE USED ALTERNATE TO A SOLID HV BLADEC THROUGHOUT SHUTTER'S WIDTH. (E) CEJ{[ERNATES SHAl1 ALWAYS BE INSTALLED ADJACENT TO A SOLID HV AD BLE l AT ERHER SIDE OF THEM. (F) POLYCARBOHATE HV WINDOW Sd SHALL BE INSTALLED SOT TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED. MV WINDOW MUST BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA 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 LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 A90VE). B. MINIMUM SEPARATON TO CLASS SCHEDULE, PER ASTM E-1996: WIND ZONE MINIMUM SEPARA710N TO GLASS i............... --- _..... _................ _.............. 1 THRU 3 1' 4 (. ..._. 6.25' 3 ALTERNATE OPPOSING CENTFRM•TMS n4 W1 �=' XJERiOR ONLY) AND W/ 1yd, OR q(SEE NOTE L ABOVE `21 FLONDA R tl S. a American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hu.6cane Zon 02020 EASTERN METAL SUPPLY, INC. s0 ■ ■10% ■1YTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O RV. NINOOW BLADE AWING No 20-164 A & 6"x 1 1/2'. 0.035" THICK Min. ASTM A-653 GRADE 40 Min. C-60 GALV. STEEL METAL STUDS AT 16' O.C.,..._..... 11 1 W Y 'I 3/9'x 6 1/4-x 0.035- THICK Min. I .71C i f 430� t ONT. CALV. STEEL TRACK f:HA21NEL 6, o. I ® 6. O.C. p 6" O.C. " GASTMALVANIZED A-653 GRADE 90 Min. 0-6C 1 /(2)16 FASTENED TO STUDS W/ (2) $& EXTERIOR IORTEK FACE ON I EXISTNG ABLE INTERIOR & EXTER10ft FACE I "AS APPLICABLE i EXISTING GLASS—ti MIN. SEPARATION F------- .. TO GLASS ...... =� (SEE SCHEDULE) i 1 i I 1 3/4-, 6 1/9'x 0.075" THICK Min. I -EXISTING FINISH CONT. GALV. STEEL TRACK CHANNEL, I t1 AS APPLICABLE ASTM A-653 GRADE 40 him. G-60 1 GALVANIZED FASTENED TO STUDS I N/ (2) 0x1/2' TEK SCREWS ON INTERIOR & EXTERIOR FACE I 't® 6• D.C. ` a 6" O.C. ..ram—_i INSTALLATIONS W/ i 1 i HV BLADE & HV CENTERMATES -(43b INTO METAL STUD WALLS 0 6. O.C.r.. iZl,r.. 41 GENERAL LIMITATIONS AND CONDITIONS OF USE _FOR BERTHA � 1 } HV BLADE ACCORDION SHUTTTEg I _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 SYMMETRICAL LAYOUT. USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT -EXTERIOR OR INTERIOR ACCESS SIDE OF —'--- CENTERMATE. ' f BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE 21 APPLICATION WITH BLADE Q 6 x 1 1/2'x 0.035' THICK VARIES' - y N ASTM A-653 GRACE 40 T..... I. -•'• I Ain. G-60 GALV. S EEL i METAL .os AT I6- O.c. -�Miin_ MS WALL HEADER/SILL INSTALLATION ................1—_ ——._...._ — -- .(ill-f I G5 _} EXISTING GLASS I 43a 436 SYMMETRYCAL CENTERMATES W/ i I CENTERMATES W .EXTERIOR :ACCESS SIDE !" 1 II INTERIOR,._ACCESS S E __----------- --- _ _-- IN .__.....-_._..._......_.___ ._...i t—.:';......( ;W 6" Min. Sli 1/2 (Cant.) HVA.........,..._...—... ___._6 tTyp.)......_....__a»._........ __......_.,.._.._......,.»7.................m,....,........................_...i' f-_.._....................__.._......_..._._... 7•,__11.:j........_.... VB BLADE SLACK DETAIL HVF HVC 411 K �• 7/ 4)2020 TLTECO, INC. TILUT TESTING & ENGINEERING COMPANY 6355 'LW. 36th- SL, Ste. 305. VIRGWN = fl STATE , F ^/f FlOnl`,P WIDENS. FLOWM 33 Phone : (305)871-1530 . Fax : (305)871-15310e.F• N11—oL.— S'••. So� " CA-0006719..... WALTER A TWJrP.E. HVA; .c ,P}EAL/SIGNATURE/DAE FLORIDA Li,g 44167 AnScS.A., American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Becch, FL 33407 —I 2.000" Max. O 0 83" v,7r— M NOMINAL ALUMINUM SLEEVE 6063—T5 ALLOY SEPARATION To GAS SCH D 11 F N 3.000 Max. WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 4 4" ,.__EXISTING FINISH AS APPLICABLE (TYP. TOP & BOTTOM) w 2 i " I �>} :MIN. SEPARATION,;VARIE5 TO GLASS 2 i (SEE SCHEDULE).` M 43a LENGTH + 1" i - 43 1 f 4"0-20X3" BOLT MUST PENETRATE 43c 1" I. 1.373" , `1/4"0-20 THREADS 43c 1 0 ELCO CONSTRUCTION PRODUCTS FAD—LOK HD COMPONENTS SCALE: 3/8"= 1" I 3/4•x 6 7/4'x 0.035' THICK Min. 7 -011T. GALV STEEL TRACK CHANNEL, 'ASTM A-653 GRADE 40 Min. 0-60 GALVANIZED FASTENED TO STUDS :. 1Y/ (2) §6x1/2' TEN SCREWS ON 1 INTERIOR & EXTERIOR FACE I %4 tl 21 Y_- ------------ _ ! l 1� LOCAAED AT 12 HN' HEADER/SILL ENDS VIEW Y s 1/2" Max. SLACK**.... __._ ` SIDE CONNECTION TO TRACK FLORIDA BUILDING CODE (W,n High Velocity Hurricane Zonl LG 2020 EASTERN METAL SUPPLY, INC. BERTNIA HVITM Accordion Shutter System. H.V. BLADE #1 W/ OR W/o H.V. WINDOW BLADE AWING No 20-164