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HomeMy WebLinkAboutProduct Approval Florida Building Code Online https://www.floridabuildinc,.org/pr/pr_app_dtl.aspx?param=wGE.. 4 44A BCIS Home Log In User Registration Hot Topics Submit Surcharge Stalts&Facts Publications Contact Us BCIS Site Map Links Search P.41 Product Approval Z om USER:Public User Ffle Copy Product Approval Menu>Product or Application Search>Application List>Application Detail 2 M- 0 FL# FL389-R10 'R&EII EW EDFOR Application Type Revision Code Version 2020 CODE COMPLIANCE Application Status Approved ST. ff IE COUNTY Comments BOCC,61ola Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley frodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters 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 Walter A..Tillit,Jr. P.E. the 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 FL389 R10 COI COI ASSA BLADEl—pff FL38 —R10—00I COI ASSA BLADE1—2. f P-Of FL389—R10—00I COI—&SSA—BLADE3.pAf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code 1 of 3 1/5/2021,5:00 PPv Florida Building Code Online littps://www.floridabLiildincy.org/pr/pr_app_dtl.aspx?param=wGE. 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 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 3-(Non-HVHZ)- Drwg 20-165 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_R10 II DRWING ASSA_BLADE3.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D".Max span is 12'-3"for 40 psf 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 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 N Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)- Drwg 20-164 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_R10 II DRWING ASSA BLADE1.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max. Span is 16'-0"for 30 FL389_RIO AE_PER_ASSA_B LADE 1.pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 blade, 8'-0"for+64, -72 p.s.f.A.S.D. load for HV blade for Keystone mountings 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. for HV1A working In unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO- (Non-HVHZ)-Drwg 20-163 (top 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 Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389_R10_AE_PER_ASSA_BLADEI_2.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party: Yes 12,25 and 28 respectively Iaack Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.LQpyright 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 emaits 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: 2 of 3 1/5/2021,5:00 PN GENERAL NOTES: I 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(7B1 EDI ION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION.SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCDY 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 TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONAUIY 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.D. DESIGN WIND LOADS AREA 1: HV BLADES(1)& Q� 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. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS fW USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 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 SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTS! TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(1) #0214.01-03, #0715.01-03. #1004.01-05,#1214.01-05. #0317.02-06, 00609.01-10 AND#0210.01-11 AS PER TAS-201.TAS-202 AND 7AS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE C1)AND HV WINDOW BLADE NA1 AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3) &#1220.01-10 AS PER TAS 201, 203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE -HV WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D.WIND ZONES 1,2,3) BASIC PROTECTION ONLY AND# 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 2 IN BLADE�AND HV WINDOW BLADE (9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 014x2.75"AND#140.75"RESPECTIVELY.410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND 180 kei TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD, 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksl AND 35.7 Li FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kei MIN.YIELD STRENGTH AND 90 kei MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksl MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7,SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 1D: 12.13,14.15 AND 20 INSTALLATION DETAILS M-R. WOOD SHEET 16 HV BLADE( &® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 S.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#6'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT#5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X, WOOD SHEET 18 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 AREA 3: HV WINDOW BLADE ((R ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RfJN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 1O. 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 NO CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE n ONLY 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 INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 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 SHA COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE P SHALL COMPLY IS APPLIED TO. 13. (o)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.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 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 RENEW. (c) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(IJon High Velocity Hurricane Zone, 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY,INC. BERTHA HVT. Z-� O E N ® ® o ® Accordion Shutter System H.V. BLADE#1 W/OR W/0 RV.WINDOW BLADE No.44137 American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Ey,No DESCRIPTION GATE DRAWN.BY: M.P *• * /x 6355 N.W.361A.St.,Ste.JCS,NRGIMA GARDENS.FLORIDAJJ16! Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 ?A�Lp :(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive z z�.• STATE F •:a; Phone o-molcl,A111...isleOT West Palm Beach, FL 33407 ] DRAWING No WALTER A 71LUT Jr.P.E. 4 20-164 yG,ZEAL/SIGNATURE/DATE FLORIDA Uc.()44167 5 SHEET 6 OF 20 rr 1 EWE _7�1 Ts RI D. q M54 .0991 4371 4..85 __J HV SOLID BLADE JAY-_aox, TART (�)�HV UNIVERSAL FLOATER QUALIFIED OR USE CCOVER DER US PATENT 58179 QUALIFIED FOR USE W/ HV BLADE(j) HV DIRECT MO HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED F W V 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE (0 ON SHEET 19 6063-T6 ALLOY AND TEMPER 1.500, 6063-T6 A LOLAYD E AQ TEMPER -124--� .085, �, 67Q.1.000-1 072' 9 .670 2.226* V � 4.89 -c; 6 P� -.6 0.072'.j HIV ADJ. ADAPTER ­­1 .1— -.j 125,-1,- 1.375"_ QUALIFIED FOR USE W1 HV 8 CK ©HV ADJ. FLOOR TRACK BLADE(D QUALIFIED FOR USE W (�)HV TRENCH TRACK = '-255 6063-T6 ALLOY AND TEMPER BLADE QUALIFIED FOR USE W/ HV BLADE — - a-lko QUALIFIED FOR USE W1 HV 6 A D TEMPER BLADE(D ONLY. (:1� HV RAINQUARD (D 6063- PER QUALIFIED FOR USE W/ 6063-T6 ALLOY AND TEMPER :21 VARIES -1.936- BLADE I 1.917' M. 6 EMPER 083- of _093- 083" 93'. to()- .125: .093, .060" �n lC 1D_q1 L6 7 O'�j 3.529" .520" (11) HV CEILING HEADER (p HV HEAIDEEZ511-1- HID CEILING H S Q`LrALIFIED FOR USE W HV BLADE ONLY, QUALIFIED FOR USE W HV BLADE OONLY / (a 6063-TB ALLOY AND TEMPER / HV BLADED 14 HD WAL-"EADERJ SEE SECTIONS FOR VALIDITY- SEE SECTIONS FOR VALIDITY QUALIFIED FOR USE W1 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE T ON D TEMPER ITI COMPONENTI A 1 8 TI y-2 3- 10.090" 2' 5"MAX.! /.- 1 • .1 1 I I n ffm 18 2- 5-MAX 0 192- 0.192' x SIDE ANGLE CJ200 -CORNER POST QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 2.5- 17"MAX.!0.190" 0.190" QUALIFIED FOR USE W/ HV BLADE(D QUALIFIED FOR,USE W1 HV -1-11--t-1- - i ­­'! 6063-T6 ALLOY AND TEMPER BLADE(j ONLY. 2.. i- ­__-�., BLADE 6063-T6 ALLOY AND TEMPER 5*MAX. 0.139- 0.1,31 6063-T6 ALLOY AND TEMPER — FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone� 02020 TILTECO.INC. 2020 EASTERN METAL SUPPLY,INC. .0 4 BERTHA is ® Accordion Shutter System No.441 7 HLV. RAM#1 W/OR W10 KV.WINDOW RAM An( 3EV.N, DESCRIPTION DATE DRAWN BY: M.P TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Association, Inc. _t OLD 17-107 17/272-02( DATE; 7/2/2020 6355 N.W.361h.St.,St,305,VIRGINIA GARDENS.FLORIDA 331W 4268 Westroods Drive DRAWING No STATE Of Ph- (305)871-1530.Fax:(305)871-1531__ij:titt... West Palm Beach, FL 33407 _3 0 R 9, CA-00067 9 20-164 WALTER A.71LUT Jr.P.E. 0 FLORIDA LIc. SEAL/SICNATURE/DATE #44167 SHEET 6 1 2 OF 20 Poo 4 660 _ _ 4 576" ° _...._ _ 9 I I r 45 I _ 1/4 20,1/:' I/4"-20 -DIE CAST / 1,] _r 2.293____ f-- ;0,334," FIAT HFAO I THREADED 1 ROUSING ENAMEL 4-20- 0 O l ZS. 1'1 WED PAINTED THREADED t'r.�2' �I 'lm � ry ( ) C� l .._I m mati 2 29 /e I I , I'D r/ f( T �' .! fl._I OTi .._gI I .71 NI 05U:_ 1 mr �� i._. .1 Ci - EGR650 TURN_... d I ,1 D62" ". NCI. a.ri . o I „I I.- __," _ o o, � � I . m I I �'� o 1325" . 0 d 1 J16 I n I r _ _ _ .11i•''rl� O'154 i _ a. ':"i �..BM CYIINOFA '..(PASS "NO' Z V �' PLAT (CHROME CHROME PI 2 HV FLOATING CENTE s �'� °s�.R,�725'- '�I ® LOCK Q LINED FOR USE W/ HV B EO& ONLY gMATE F`'.`�f ~ ...;. ® HV EGRESS LOCK 6063-16 ALLOY TEMPER QUA ED FOR USE W/ HV BLADE;1)& 1A ONLY QUALIFIED FOR USE V QUALIFIED FOR USE W ��, O ®ONLY. BLADE Y.6063-T6 ALLOY AND TEMPER (LJI COCE T BuADE 1 & Q ALIFIED FOR USE W/ HV BLADE 1 ONLY 250"O.D. � _4-0 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD - of--''-1 t.:518r 518. f 1_756' 922' MOLDED 70`-\ n o .'y�1. SCREW �I tOI n N 45"5n' "825_;<I 360"TIN AFTER RNETING O s,, o I nj 1/4"0--20 x 3/4" BEFORE RIVETING S.5. THUMBSCREW 1/4"0-20 RIVNUT* =------ o e, • I SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN 2.750• j ,7.T•A _ Y. _.___,_. -mt _� !-.ml.•..I' SH NUTSERT.PART 0820,AS MANUFACTURED BY AVOEL PLAN " FRONT ELEVADON ® V L " " O`. `. E l i'B22'I CHERRY TEXTORN,PARSIPPENY,NEW JERSEY 07054 OR EQUAL IQCI(ER FOR "T" LOCK CENTERME QUALIFIED FOR USE W/ HV BLADE 1 ONLY HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® HV ALTERNATIVE LOCK AT 6063-T6 ALLOY ANO TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE iQONLY QUALIFIED FOR USE W/ HV BLADE(1�ONLY W/HV BLADE 0 ONLY. BLADE 1Q ONLY. 6063-T6 ALLOY AND TEMPER 6063-TB ALLOY AND TEMPERR'' 1.917 _1_917' 5� 3.161 - - 1053.432 O 063 .214" m 1, 4321 _l'1-06 R CYLINDER OR .063 ' J L.in v KEY CYLINDER jo .545' of 0.875"Min. 1 .125"Mox. .406 m'. n' d 0 _ ��QUALIFIED F6 ALL NO TEMPERDE.1)& A_HD CENTERMATE W/ NO ) ROD ®QUALIFIEDNFORRUSE W HV LAQDCKIN&(1ROD 3 C el 16, O ° _ 6063-T6 PER ®HD ENTERMATE S INSERT mT o ARIES, 12 MIN QUALIFIED FOR USE W/ HV BLADEO&� ! o 1/4 0 20 ss oR 3/ao to t.130" 6063-T6 ALLOY ANO TEMPER - wlI ACETAL THUMBSCREWS 11 2 ! / THLINDER N (SEE DETAILS) 1_-___ -_ ! I � 'CYLINDER C I a0 - I OR KEY (1�9111ILILED 315' I 1 1 57 M n_ SUNDER LOCKING RODS _, HD LOCK FIED FOR USE W/ HV BLADEOI — 04 BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 1)OOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER 6� HV 3�S0-16 ACETALALLATION WILL REQUIRE A 7/16" OLE THUMBSCREWS S S.S. UMBSCREWS QUALIFIED FOR USE W/ HV BLADED&AT TRACKS FOR PROPER EM MENT QUALIFIED FOR USE W HV BLA 1.1) QUALIFIED FOR USE W/ HV BLADE U FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC, Eh�CF T --- BERTHA HVTM C Q �N Accordion Shutter System 1 MENo.44.67 ® ® ® —H.V..�BLADE#1_W_/OR W/0 FLV.WINDOW BLADE American Shutter Systems EV.NJ DESCRIPTION — DATE DRAWN BY: M.P // TILLIT TESTING & ENGINEERING COMPANY -o'• e / Association, Inc. 1 - OLD 17-107 7/2/2020 DATE- 7/z/2ozo STATE F " [(�� 6355 N.W.361h.St..Ste.305•NRMNtA GARDEN'S,FLORIDA 3318 %gyp'•, p Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive _x -`--- -- '; �DR1 P •' e-mail;tilte�000d.cem West Palm Beach, FL 33407 3—"-- DRAWING No ••.... ••�`(��`,.�` CA-0006719 - --- -'— 20-1 64 NIAL El AA�A� VFFLLORIDA Lic 6 4416iE s —------ SHELT -- W.�. SEAL/SIGNATURE/DATE a 3 OF 20 © 5 *NOTES ON HV LOCKS AND CENTERMATES; Ir If T' r 0.0w01 -a I.MANDATORY CONDRION /T• ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 11 12-ABOVE OR ELEVATION. HV LOCK�0 or g2MAY BE UOF USED AS ANSHTTER SPANF NSIDEAOR OUTS DEOR SPNS UP TO10OCK ATTACHED TO TIORS�T ANY 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. 16 a7O. J -- 2• IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR Q MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 123 OR�,o SHALL BE AS INDICATED ON NOTE (1) ABOVE. •rr<1---- Iv 1 ' v �" --8�°" LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. C� DB-NVB V HP vA.._ 3. OEMONAL CONDITION 42 (VAUD ONLY WHEN MODATORY CONDMON J1 OR LIMITED MANDATORY CONDMON #2 IS USED W/TWO H.V- LOCKSL• LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITON, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS j OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY COMMON J2: ONE HV LOCKS ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2 or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO @ CORNER CEMERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS 'o xoc-Nvc I I AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 0 y-- �• ® MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. V i 5 ALTERRNATE rn usAtnem •FIRST R�CONDTTiON� VALID O • � o ( OR 22 ONE ALTERNATE HV LOCK 26 MAY BE USED IN DEU OF HV LOCK or W FOR ANY SPAN AND O fob INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS AN NSIDE OR OUTSIDE LOCK. ATTACHMENT x�D-y411� 3 3 OF 1/4"0-20x3/4"S.S.THUM13SCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4"0-200/4'ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO ( / C�c v xOD LOCKS AT 1/3 OF SHUTTER SPAN. Mo I 6. MANDATORY CONDITION/3 FOR KEYSTONE MOUNTING INSTALLATIONS,1 ATIONS, ONE HV LOCK®or®or® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP I TO 960. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or®or®MAY BE USED AS AN INSIDE OR I , OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. SEE END I M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS @ W/ CONNECTION j , { II � '�_5' OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON (�I F E H (l J �K L SHEETS 10& I8 TYP. LULL C1i *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. L- OF CORNER i WIDTH---'----- ---- -------—--.-. -... ......._-: CENTERMATE ( ONE ALTERNATE HV"T"LOCK qq MAY BE INSTALLED IN LIEU OF HV LOCKS OR 0 FOR ANY SPAN AND QoR®GR©+OoR®aR 10 +13 a+ I; 15TALIATION AT ANY ELEVATION.ALTERNATE LOCK R Y BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHMENT 1 OF LOCK®INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION HVG,SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES®AND®W/ 1/4%-20 x 1 1/2" LONG S.S.THREADED BOLT W/7/8"0 x 3/32" WINGNUT OR W/ 1/4"0-20x1" S.S.M.S. INTO A 1/4"0x 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" ©+ 7O+©aR©' 7O+Oaa MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. O+®eRQ+®DR®+©W a0+1 a DA 19•>3 GR�+�5 DR t©+�lg *NOTES ON HD LOCKS & CENTERMATES:1. HD LOCK(34 W/HD CENTERMATES IM OR I32 W/ESA ; ONE ALTERNATE HD LOCK&MAYBE USED IN LIEU OF TYPICAL 11) HV BLADE SHUTTER ELEVATION HV LOCKS;24 OR 125'FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION,ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK(8 TO IA IS W/3 #8 x 3/8'F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HD13-M AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 0 IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone; IT Ili 02020 TILTECO,INC. ®2020 EASTERN METAL SUPPLY, INC. 0•,•�� �•,,,, BERTHA HVTM �\GEN ''`� ' I ® Accordion Shutter System _ H.V. BIADE#1 W/OR W/O KV.WINDOW BLADE No.441 American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: MP y TILLIT TESTING & ENGINEERING COMPANY A930CIatlOn, Inc. 1 OLD t%-t07 2 �i .;; 6355 N.W.35th.St.,St..303.MRGIMA GAROe1S•RDPoOA 33161 I I202 DAtE: 7/2/202D -O X.L% Phone:(305)071-1530.Fox:(305)871-1531 4268 Westroods Drive 2 STATE 0 DRAwINc NG y'•, a-moll:tule�e®aDl.Dem West Palm Beach, FL 33407 s FLORIDItZEAL/SIGNATURE/DATE WALTER AOT�lUT1Jr.P.E 20-164 ss�OPJgL RORMA Do.A 44167 c SHEET nw 5 OF 20 �^ --CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK, POURED CONCRETE-, REQUIRED I 1 4"0-20,3 4"S.S. SHEET 13 CONCRETE ) CONCRETE ANCHORS MACHINE SCREWS REQUIRED ._,(SEE SCHEDULE ON I1 W/ I/4"-20 ANCHORS '��.'� 17 180R 8A EYSTONE(SEE MUUNRNG(®ON SHFLT'!) SEE SCHED J SHEET 13) I• \\ 1 SHEET ) j NUTS® 12 O.C. 2?aR �t in.1 ;....1/4"0-20x3/4"S.S. I 4ii I MIn._ F • 13 EQP-I-Eq� - MACHINE SCREWS T� rEQ} EO.- USING 1/4"-20 NUTS {.. � ®D1R2III1III III"II 1 Ili OerIS5555�Ie5 I .C;... -- 3_ RiI JiI IOI/ IfIL E. D.r .250 dax. F. 0! .D.t aO. Max. .20 ; M OPTIONAL PTIONAL MIN. SEPARATION TO G 11FR8JM0A — OR G _ LASS E%ISTIN EXISTING (SEE SCHEDULE ON SHEET iAODE5sOk MIN.SEPARATION TO G1F5 . 1GLA - I . EXISTN r SCHEDULE N SHEET cG CA� HV WALL HADI LAT 0 .__. 1_. .. ,_ ,. ,I HY WALL HEADER INSTALLATION NV WALL HEADER INSTALLATION + KEYSTONE EXIST NO I ...____. ,l._.._ ......,. _ I MIN SEPARATION 0 GLASS G —1 -."_ _ ,( I I" - (SEE SCHEDULE ON SHEET11) -r' I MN. (gE III III' �1 OR �♦ I I I I I ._...�� EXISTING - ,I @3a(';' SHEET I S MIN SEPARATION TO GLASS i I GLASS II FOR SLIE(DM0 E I I (SEE SCHEDULE ON SHEET 11) ON SHEET 19 F1Mi IaroEsme® I I z EXISTING OPTIONAL I GLASS 11 1111 1 I I I i i1/4".I iI i i _ _.. Max. toPTIONAL I 13 OR E. D.• I I 41i. -.E. D+' S, - I f 19) I_EO f-EO l! -13 OR -(1210R 14 I .1 �. ... . PH4"Ie-20x3Us"S.S. . r Min. r LED_ -ED_I ILLIPE TRUSS HEAD 1/4"9-20F 3/4"S.S.PHILLIPS MAC HIN SC USING _ CONCRETE ANCHORS �__....TRUSS H MACHINE SCREWS I CONCRETE ANCHORS 17 oR 1 8 �-V. 1/4"-20 NUTS 0 12"O.C. + 1 (SEE SCHEDULE ON (SEE SCHEDULE ON SHEET 13) I Min. POURED CONCRETE-, SHEET 13) W/ 1/4'-20 NUTS®12"O.C, POU ED CONCRETE .' OR CONCRETE BLOCK �. __e _....:._...i: i REQUIRED OR NCRETE BLOCK (r CONCRETE ANCHORS WALL EDUIRED O HV WALL SILL INS 0 (SEE SCHEDULE ON FO HV WALL SILL INSTALLATION POURED CONCRETE.__ SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION (NOTE_FOR_COMBIN -. PE-SECRONS: INSTALLATION DETAILS W/ 1 SEE SHEET 4 FOR TYPICAL t E.0.a EDGE DISTANCE ♦ SEE LIMITATIONS MBLY OF USE FOR ?SS MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFlCATIONS ON SHEET 13) BLADE to ON SHEET 19 I•.�.� HV BLADE IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone (��xx�/'' 02020 TILTECO,INC. ©202200 EASTERN METAL SUPPLY, SUPPPTLLY, INC. /�` I�i BERTHA H V TM 0,EN ••-;'P--, ZIMZ�:�\ Accordion Shutter System No. 441 7 RV. alaaoE#1 w/OR w/o Kv.W�rDvty t�aDE American Shutter Systems *; TILLIT TESTING h ENGINEERING COMPANY Y Ev.rl DESCRIPTION DATE DRAWN BY: MY Tic v Association, Inc. I OLD 17-107 F 2/202 DATE: 7/2/2020 6311 N.W.36th.SL,Ste.305.YIRGINIA WDENS.FLORITA 3316C 4268 Westroads Drive z STATE 0 Phone:(305)B71-1530.Fax:(305)B71-1531 DRAWING No gyp'•, c e .il:Illtarn®aal.aaR West Palm Beach, FL 33407 3 �sS�ORID G�� cA-00067,9 ?Q-1 64 A WALTER TILL IT Jr.P.E. 4 1 SEAL/SIGNATURE/DATE FLORIDA ua.y 44167 fi SHEET of 20 S.-SEND WALI CONNECT! N D, TAJLS ON SHEETS 10 & 18 SEE NOTES ON LOCKING RODS®,HV LOCKS®or® I -r r '�— L IN f EXISTING GLASS INSTALLATIONS W/ �1 HV ** BLADE ALTERNATE HV LOCK ON SHEET 5. OUT 90' , f th I BLADE SLACK DETAIL HVF IS VAIJD FOR ALL Sllb B LADE HV CENTERMATES CENTERMATES APPLICATION WRH BLADED W/ /� 1©°"®°"©+ 7Om®°"10 •13oP j) (�� OR 12,� SEE END WALL CONNECTION 10+ 15 a 1©.Og we.Q oA EXISTING GLASS DETAILS ON SHEETS 10_&_1 A 4 0 © 00 6 0 7 « 1 oP 6 70'18ofl .. ------- --------- 2•x2"x1/a x0•_2{. ®+®°fl Q9•O3 oP 19+� 3 I/a° 7" 6 1/2" _.__ 7" — (fi063-Te ALLOY)ALUM. f ,-___.__—._. _.-___--._._. _.___ .____-__-_--._._..._._. _-.._...._.______ ._____..- ._ .. 1 B OP 1 V OP $ 7 Ofl ANGLE YI/(2) 1/1"0 TAPCON 1/r m®•® I OPPOSING SYMMETRYCAL. ANC14ORS TO CONCRETE - ; CENTERMATES CENTERMATES MIN. SEPARATION (TOP/BOTTOM)dc_ 1 (4)f/lOxl/2 S.M.S.TO TUBE I �lox3//a'S.M.S. a 12' , W, HV LOCK (� or 5 1 I T` To cuss ), d.C. FULL LENGHT. —`� Wf HV LOCK_ or AT EACH ANGLE. I I I (SEE SCHEDULE I J �I 3 ON SHEET 11) 35* � IN I 7; -------------- - --- • O-)\ _I -so LN FOR®Dfl©.OGRO°Rlo.>3DP -(20� bV HV HVA HVB POURED CONCRETE OR ©+O+Qofl©«O`18°P _ T 10 5 P 1 3 01+1 aP EXISTING G 1 EQUIREDD ETE BLOCK WALL FXISTING 0+©°R ®°P®• °" , r SYMMETRICAL ———--— s 7 1 GP 6 7 6 - �* IN ��+0•© �+O+OaP MIN.SEPARATION GLASS ®,®DPO+Qm19`�5 EXISTING �., CENTERMATES r-�F) �� 05«®OP1©•®°"®+�7DR TOGL7ss J GLASS mj I I oPTIONAL (SEE SCHEDULE i 1 W�}�V LQC ON SHEET 11) * - W ; (INTERIOR) O O° © © O MIN. SEPARATION --_ —` TO GLASS (SEE SCI'IEDULE IN OPTIONAL1 t ON SHEET 11) (INTERIOR) _—.,_.—. ... .___ — —t — CONCRETE pfIES O ANCHORS 0' VA 16 D.C. 5 I- * ,r ,, VARIES l... — (3 o 90 EXTERIOR HVF** o uT �� �- HVE HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, "'st%11 tkilI 111(fl,�A�� 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. ,� ht.. ,�/ •,, BERTHA KWO ,,\CEN F''J�°�, Accordion Shutter System O ►�c. H.V. ISaoE#1 W/OR W/O H.V.WINDOW aADE No.44 67 American Shutter Systems =TIr; y4• �-' _ TILLIT TESTING & ENGINEERING COMPANY y Ev.N DESCRIPTION DATE DRAWN BY-. MPA' STATE F rC� 6355 N 36th.St.,Ste.303.VIRGINIA GARDCNS,FLORIDA 3316f Association, Inc. OLD 17-107 � .W. 7/2/202 DATE: 7/2/2020 .p•. Phone (305)871-1530.F..:(305)871-1531 4268 Westroads Drive 2 DRAWING Na F� P ,.'c °-mnll:tilt•=°®°ol.wm West Palm Beach, FL 33407 3 cA-o00871D 20—�64 /i77i Ss�•••••• ``� WAL7ER 4 A.71LUT Jr.P.E. iip���)ON1A1(��E`���SEAL/SIGNATURE/DATE FLORIDA u.y aa187 s SHBET OF 20 ALTERNATE INSTALLATION WZHV "T" LOCK Ed HV MALE/FEMALE "T" LOCKS CENTERMATES CL 9& Itt,OCKERS (7 W/ 11) HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 & 18 INSTALLATION J) HV BLADE OUT P..; IN ��EusnHG BLADE DSLACK DETAIL HVF,INDICATED ON SHEET e, W/ HD CENTERMATES 3i1 AS WELL AS UNIVERSAL FLGAING BLADE©DETAIL HOD-HYD, i 6• ]a 6 av 10• 3 INOICAlEO ON TNIS SHEET.MAY BE USED WRH THIS ALTERNAi l INSTALLATION DETAIL Shown IN TNIS 511EF7. SEE END WALL CONNECTION------1 1.10•�OSm©• 31©.©O1 DETAILS ON SHEETS 10 t 10 2'a2'xt/B10'-1" 10 I _._.,-O+O�O•®wlO•®W I_...C#' * -O (any]-T6ALL0Y)AUN. ' I '!_tox3oGFllulElcli-----------------*--'------------ ---------(4)— ____ — —I--------I-----4 (0, AHGIE W/(2)V4'o TAPCON ANCHORS TO COHCRETE ____ (_ _ ( _ (9)/10vT/EACH MAIGOLE DYPJ 1 O O N.V. �'� `I ` r 30 HV T I PINS(TYP) ,/ I _. 7�/ _... PINS{TYP.)H. ,, J�1 K 3 LOCK (INSIDE) :�O --- -I y._-_ ---- --- - -1 _7,! os�mP Q- —-- ON �I i � e Hro.I__I.1/4 S/A, ® 1 4' 0-20 x 1 1 2" S.S.M.S. - - ---- -- 31, C I C D O .�_ --T- _ OUT 31 oR 32)' * l� 31 R 32 31 aRf 2 31 OR 32 4 35.;. *SEE NOTE 6 FOR HV LOCK 3 27 / ' / / — OUT (OPTIONAL) HDC-HVC C� * , W 7 8'0 x 3 32" WINGNUT. (OPTIONAL)�B HVB 'T'LOCK,ON SHEET 5. 30 HV "T" LOCK (OUTSIDE)- 26 $lf)yiMET.RIC9L HD CENTERMATES SYMMETIZIC(L_HD CENIE&MEST_ES { �L * 0 K (EXTERIOR,) �LOCI�(LI€31OJi) G 1 SERIES 9444 ALUMINUM (2024-73 ALLOY) LARGE FIANCE THIN SHEET NUTSERT,PART 1 0820, AS MANUFACTURED BY AVOEL CHERRY 0. TEKTORN,PARSIPPENY,NEW JERSEY ©•O7 '©O1©sO] •®Ex 07054 OR EQUAL -- -- _D *SEE NOTES ON LOCKING RODS®&HO(D LOCKS ON SHEET 5 -'-<y 1 **UNNFRSA FLOATING OLAIE©=xIL HOU-HVO IS MD FOR Al GENTEnt"FUUTIONS WRIT LIME D HDD-HVD** FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone uu�Itlly�l y) �IJ+/ 02020 TILTECO,INC. ©20220®0 EASTERN mEEyTAL SUPPLY, INC. `\��A�,�G",.. .... �T J ii��- /TL B E RTH A H B TM ,,��Q•• ��IjENSw Accordion Shutter System 's E C 1 a c. m e ® ® H.V. BLADE#1 W/OR W/0 FiV.W1rmoHr MADE 3 No.441 7 American Shutter Systems REV.N DESCRIPTION DATE DRAWN BY: M.P r��///� TILLIT TESTING & ENGINEERING COMPANY •: Q/ 5355 N.W.36N.St.5te.305.VIRGINLA GARDENS,FLORIDA 3316E Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 o'•, STATE ev_ v- I:tlltecooaal.eom West Palm Beach, FL 33407 3 DRAWING No -moo' FCOR4 �� ` CA-0006719 20-164 �•''•. WALTER A TILLIT Jn P.E. Y,N��`��SEALG /SIGNATURE/DATE FLORIDA Li..#44167 5 SHEET 6 9 OF 2 POURED CONCRETE ,_ POURED CONCRETE ,-.__POURED CONCRETE —POURED CONCRETE OR +' 0 ;\ E . CONCRETE BLOCK WALL v ;'` CONCRETE "` BLOCK WAIL REQUIRED - -- BLOCK WALL REQUIRED 1 R CONC E r REQUIRED �' BLOCK WALL REQUIRED EXISTING GLASS2 EXISTING GLASS CONCRETE ANCHOR I EXISTING GLASS / 2"MIN.' EXISTING G r S vss 6x 16"D.C. _ _- _ — (Y 2'MIN-' —� I' MIN. LASS(SEIE ��� -� �' TO GLASS(SEE + '.I MIN.SEPARATION SCHEDULE ON SHEET MIN.SEPARATION EQ i:'r-I EQ TO GLASS(SEE 11 FOR BLADE®AND TO GLASS(SEE t I,+_, M111PL SEPARATION T°GLASS(SEE SCHEDULE ON SHEET 1/16"x3"MAX.-_-_ ON SHEET 19 FOR 1 OR BLAOESQPND I y SCHEDULE ON SHEET 11 FOR BLADE SAND (6063-T6)CONT. BLADES Q& ___�'_ - . __11 FOR BLADE OAND ON EET 19 FOR 1/2ON (LOCATE AT • ------ ! BLADES ON��&FOR ALUM. CLOSER _ ' 9 FOR EITHER SIDE�� Q PLATE. (LOCATE 1/2 I -'----"---1 ` &AD & ' BLADES m&a OF v) ... -- AT EITHER F SIDE MIN, 1 ! _ __ 11 1/2"MIN O �� I _—____. I USE 1"OR 2"MAX. #10x1/2"S.M.S._._.- I f I I, - ( APPLICABLE)x2'xl/8"x0'-2' - �i—'---' T-----= -- -- AL MINUM CLIP ANGLE (/1Ox0 1 S.M.S... .• ® i6"O.C. �,? - 1 & 16"O.C. —_ ��' � :� 4 � "I (6 3-TES ALLOY)AT MIDHEIGNT r� (1) #I Ox 1/2"S.M.S.TO®& \ ______..�.._.,.�� ®-i ' _�•_,_� \al ' (2)/4"0 TAPCONS ANCHORS TO R W AT 1"O.C. (LOCATE AT SEE DETAIL X FOSIDE CONNECTION OR E ER SIDE UFO) I O OR ®� OR ®♦ �\ SEE DETAIL X FOR JJJ OR ®♦ TO TRACKS ,O-'i ©p®aO•O7 oo 6 10•®o� I SEE DETAIL X FOR,L SIDE CONNECTION ©�®"'©•O7 a® 10+®m �' I 6 a�a�6.�7 �10•®^+ TO TRACKSa 6. 7 a 8 10. o SIDE CONNECTION 10•®a0•03w©.®°R J_ 10 5a ®°" 10•®'©•®"®+®m TO TRACKS f 10•®a©•®°"®•®�1°" ©+®aQ•®��.�s 4®+® ®•®a®•®off•®°^�.® 0 SLID CTI CONNEOO )ETAI 1� END CONNECTION DETAI D CO ®IONDETAILL 20 EXISTING GLASS CONCRETE BBLOCK EWALL— J EXISTING G {' REQUIRED ONLY SP S GREATER THAN 17-0" POURED OR O MN.SEPARATION �1Ox1/2""S.M�.5 lO GLASS(SEE ,' ® 16 OC. MIN.SEPARATION Y �� L ,- _—___ SCHEDULE ON SHEET ,. TO LASS(SEE i ©OR®OR i OR FOR BLADE SAND CONCRETE 1/2"MIN. SCHEDULEON i � - --- - --- SHEET 19 FOR ANCHOR V 11 FOR BLADE SAND ( CONCRETE`-- Oft)3 O �OR� �& 12"OC ON SHEET 19 FOR � j r > ANCHOR I \ Ep u i BLADESm&Q!� _� _ OR f ® 16, OC r-1__ '1/2"MIN. ... EQ� -' 2"-MI .__. 16 OR®ORBOR ( ♦ SEE LIMITATIONS OF USE FOR 2' MIN. 2"MIN.;" O © ® © VIEWY BLADE(DON SHEET 19 P�oN'I 3 OR) OR'1 OR) x°♦ DETAIL O oR �wq ® O O�O O ®� ��®�©�°©v10 ®� END INSTALLATION P RED CONCRETE OR __ _ __�__ � a a6. 7 a10+ CO ETE BLOCK WALL V REOUI '°'®°"©•®°"®'®°' ..©•O•©a©+O•®Q (1) HV BLADE :0 aHV WINDOW BLADE INTO ©0—@-(D•O•®m ®•®a103+®a©+®m CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 O ®m® ®�^� Oa®+®EL1D CONNECTION DETAIL© ®•® FLORIDA BUILDING CODE Non H191, Velocity Hurricane Zone 1111111 li) 0 2020 EASTERN METAL SUPPLY, INC. ,� ` ,`,kP ®2020 TI11EC0,INC. BERTHA HVTM ��C6 Accordion Shutter System No.44 6 ® ��ac' ca ® Le le e '-� H.V. BLADE#1 W/OR W/0 FLV. WINDOW BLADE TILL17 TESTING & ENGINEERING COMPANY American Shutter Systems CV N._}ww z,, L y . BY: MY z A' STATE F 7� 6J55 N.W.36th.St.,Ste.305,VRGINA GAADD 6. LORIDA 3J16! Association, Inc. 1 OD DESOflIPTION DATE 17-107 7/2/202 DRAWN DATE: 7/2/2020 $P'• Phone:(3D5)e71-153D.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No Or•. F�0RI) ,:cT,` e—mail:tLlteco®ool.00tn West Palm Beach, FL 33407 3 F ••. ��: _ GA-0008719 20-164 WALTER A.TILLIT Jr.P.E. 4 IAI RL4�`II'SEAL/SIGNATURE/DATE FLORIDA Lie. M187 6 SHE 0F 20 ZCHED_ULE_+j- acklo-L<E-12 SCHEDULE 0 MAXIMUM SHUTTER SPAN 1+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR "L-" ft. FOR 1NSTBLL6DON -.LEGEND AOTES; CENTERMATES-® & Q or or ( ) OR "L (ftJ INSTALLATIONS INSTALLATIONS W/-,O.,P��ir1G. W� .S?'MMELHL�AI.�EMERMAT CONCRETE & W/ ONE N.V. LUCK ® or ® or or CENT -,1! &¢�7 MANSORY WOOD PO L+: MAXIMUM ALLOWABLE SPAN FOR . GIVEN HD LOCK W/ NO LOCKING RODS or ONE HV LOCK or or 2 &�W/ ONE HV LOCKS POSITIVE A.S.D. DESIGN PRESSURE RATING. ® ® ® t OR W/ NO LOCKING WALL A 8, C,QD E, M, N, 0, P, Q. A.S.D. DESIGN O PRESSURE RATINGLE SPAN FOR. GIVEN NEGATIVE CENTERMATES ®&®W/ ONE HV "r W/ NO LOCKING RODS ® ?- LOCK ® W/TWO LOCKING RODS ® TOP & (SEE NOTES t•tt) RODS MOUNTING F, K & L R. S, & V. BOTTOM SEE NOTES t,'1-rl (VALID FOR MOUNDNG 11 — (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR pp SHEET 7) FLOOR/CEILING Q H 0 118 T. U. W & X WALL MOUNTINGS (TOP/BDTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS V CONCRETE&WOOD CONCRETE MOUNTING & M 'S.D.oc51GN aWIMUMDESIGN I 'T T as.0�, SIGN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE. RATIO RATING RlRING FLOOR/CEILING MOUNTWC MOUNTING & OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (°'9't') (°'O'F•) FLOOR/CEILING MOUNTING (p'B't') (+OR-) _._-._.__..__... .,..._ -._._- _ _-..._ _. I.OR-) _..___.._._._.._.._.-..__..._ (+OR-) -FLOOR/WALL MouN11nG DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. L+ Qt) L-(R) L+ (n)-� i-(n)' L+ (fl) L-(N) L+ (ft) L-(Il) 0 MAXIMUM SHUTTER SPAN "L+"OR "L-" FOR 30 OR LESS 16'-0" 16'-0" 16'-0" 16'-0' 30 16'-0" 16'-0" 30 16'-0" 16'-0'• INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE _____-_. _... 105 psf. A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPMI BETWEEN "L+"AND 35 14'-10° th'-70" 15'-z" 16'-0" 35 1M1'-10" 14'-10" 35 15'-2" 16'-10° 40 13 10" 13-10" 14 2 15'-2' 40 13 10" 13'-10" 40 14'-2" 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR ___.._._ ._. ...._ ...-_.-__. ._-__-__.____.__..,._..._-__�__ _._...__--_-.....�_._... ____ -... COMBINATIONS IN BETWEEN WALL MOUNTINGS h5 _ 13 1' 13 1 13'-4' 14'-3° 13'-1" _13'-1" _ _45 13'_-4" 14_-3' •I' HV CORNER CENTERMATE #3 MAY BE USED AT ALL 50 12'-5" 12'-5" 12'-8" 13'-7' 50 _12'-5' _12'-5"� 50_ 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W FLOOR/CEILING MOUNTINGS: 55 11 10" 1,1 10 _12' 1 12-.11 •� 55 ,11'-10'- IV-110" _._5.5 -! _71 1 11 i11'• SHALL BE AS INOICATEp ON MANDATORY CONDITION b2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE ' - NOTE#5, SHEET 5. 60 1 V-4" 11'-4" 11'-7" 12'-4" 60 11'-4" IV-4- 60 10'-2" 10'-11" RATING: .. -.. .. DETERMINE: 65 10 10" 10 10 IV-1- 11-i, 65 10 10 .10 ,10 65_ 9 5" 10 1_ Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10 6 10 6 70 9 11-5 70 10 6 10 6" 70 81-9 9 4" L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10 1 1 10 1 10' 4 11-1 75 JO 1 10 1" 75 8-9" ttEXCEPT THAT MAXIMUM SHUTTER SPAN"L+"OR INSTALLATIONS. 80 W-10"- 9'.-10" 10'-0' 10•-9" BO 9'-10" W-10" "L-"AND MAXIMUM&S.D.DESING PRESSURE RATING FOR -- - -------- ...... —--- -- -'-- FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE BS 9'-6° 9-6" 9'-9 10'-5" 85 9 6 9 6" INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: ..-_.. ... ._ _._ _,.. SHALL BE LIMITED AS FOLLOWS: 90 9'-3° 9 3 9'-5 10-1 90 9 3" 9 3 DETERMINE: - - -_.- ' -- - -- --- --- 1- CONNECTIONS TO KEYSTONE MOUNTING 95 9 0" B 9 9'-2 9'-10 95 9 0 6 9 1_2 = MAX, SPAN FOR WALL MOUNTING INSTALLATIONS. - .._ _-.. ._... _._ LIMITED TO +64,-72 100 - e 4 9'-0 9'-7 1p0 8 g 8 4 T 7. AND 8-0 SPAN, SEE INSTALLATIONS. MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. 105 e•_7" T-11" 61_91•_. 9'-4" 105 8-7- T-11" ---.- _-._..._..---- 1 1 8'-4" 7'77" 8- 9-2" 110 8'-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 a 2` 7 3 8'_4 .I..B it 115 8 2 7• 3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "Lt+","L2+", "L1-`AND "Lz-" 120 _ 8'-0" 6 17 8'-2 8'-9 120 8 0 6 11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10" 6-8" 8'-0" 8'-5' 125 7'-10" 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN .. _ -_ _. __ -_.. ---- 130 7 8•' 6 5 7-10 8 1 130 _7 8 6 5 MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7 7' 6 2 7'-9 7 8 135 7 7 6 2" WIND ZONE SPACING. 140 ..._ 7 .5_.... 5 „ 7-7 .�_e 140 _7-5"....-.5 1 1•-- ASTM E-1996 SEPARATION 145 7'-3" 6_9"_ 7'-5 _._�,_3__.... .__._145.._..._..:.._7 3..._ _5 9,,..._ TO GLASS _...._ .-.. ._-_..._._.__..___._._._ 15U 7'-2" 5'-7" 7'-4" 7'-0" 150 _7'-2' 155 7 a' 5. s �' z .6='s-. ...�155 D _ - s 5'— 1 THRU 3 1" 160 6'771" 5'-2" 7'-1" 6'-7" 160 6'-11" 5-2" 165 6'-10" 5'-1" T-0" 6'-4" 165 6,-1 a" 5-1° _._ .-. _ 170 6'-9" 4'-11" 6'-11" 6'-2" 170 6'-9" 4'-11" 175 6 7 ....4 9 6'-9 6-0 175 ._6 7 4 9 -. \\J 185 .-_6 6 4 8 6'-8 5 10 180 6 6 4 8 (1 HV BLADE 185 6 5" 4-6 6'-7 5'-8 185 6-5" 4-6 .. _..__.. ___.__-. ,_...._._.-....._.-_..,.__._. 190 6'-4" 4'-5' 6'-6" 5'-G., 190 6'-4° 4'-5" 195 3" 4'-3" 6'-5" 5'-5" 195 6•-3" 4'-3" 2D0 G'-2" M1•-2" 6'-4" 5'-3" ____....,._ __.._._- _.._..___.____._-________.._--__,.-_. 205 s'-," a'-1" 6'-3" -1" 205 s'-1" 4'-i" FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 1N�S 4 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY.INC.. 'N. BERTHA HVTM Accordion Shutter System ® m ® M H.V.BLADE#1 W/OR W/O RV WINDOW MADE No.4 American Shutter Systems y EY.N DESCRIPTION DATE DRAWN BY:MACVV./L.G, TILLIT TESTING & ENGINEERING COMPANY =_*: Association, Inc. t OLD 17-107 T/z/zoz DATE: 7/2/2020 6355 N.W.JSth.St..Ste.303,MRGUAA GARDENS,FLORIDA A716[ ' a STAI E OF f Phone:(305)871-1530.F..:(305)871-1531 4268 Westroods Drive 2 DRAWING No a-m<II:tilt°«e°uI.«m West Palm Beach; FL 33407 3 '����'• `40i IDP �C ,.� CA-0006719 A 20—�64 �` .. `— WALTER A TILLIT Jr.P.E. ���iYAsS/ �� `�� FLORIDA Ue.H 44167 3 SHEET TAPE ON )�,�W/SIGNATURE/DATE 6 1 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN, A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE POURED CONCRETE SEE MOUNTINGS A,S.C.o MD uN SHEET 6 POUJtED CONCRETE/CO TAPCON OR MAxIMUu (A)WALL HEADER MOUNTING (A�WALL HEADER MOUNTING ®WALL HEADER'MOUNnNG WALL SILL.OUNTING (D,J WALL SILL OU G L)&(F)WALL HEADER/SILL CTAPCON WITH ADVANCED SPAN W/ W/04 W/ MOUNTING THREADFORM TECHNOLOG (It) ASD.DE GN NITkTm PRESS E RATING(osf A.S.D.DESIGN NEA,INE PRESSURE RATING._s ASD.OESIio_GN.NEGATIVE MESSURE MTWG _I ASD.DBIGN NEG4INE PRESSURE RATING .0 l5A PR55 E MTNG(PI&S.D.OEM NE6.4NE PR6SlIRE RATING ---- - ., ALL POINT SOLID-SET 301 401 60 75 9 ,601205 30 401 60 751 90 120,60 205 30 40 BD 75 90.120 160I205 30 40 80 75 9 120 160 205 SO 40 60 '75 90 1 160 205 30 401 6D 75 90 120 160 205 __BLUE TAP 14 12 10 9 �-:+"-1 e e 14 12 10 9 a 8 8 fi 14 12 10 B a e 6 6 14 12 10 9 8 B 8 14 12 10 9 8 8 6 I55 8_ e B 8 8 B 7 _5.5 __ __ -_._.___ Il 3'-0' 14 12 16 9 8 6 6 14� 12 10 9 H 6 6 _6 14 12 10 B a_ 8 _6 8 14 I2 10 9 8 eV B 6 14 12 10'-9 _8 8 B B 8 8 8 B �B a B_'_B TAPPER+ OR LESS 14 12 10 9 8 196�9 14 12 10 9 8 8 8 6 14 12� 10 9 B 0 0� B 14 `72 109 6` 8 0 '7� 14 12 10 B9 B `6 8 0 8 8 8 0 B 8 65 14 12 10 9 8 6 6 14 12 10 9 8 B e 6 14 12 10 9 8 8 6 6 14 12 10 B B 6 14 12 10 9 8 B 6 6 8 `a e 0 0 8 e 7 14 12 10 9 e e fi 4 14 12 10 9 e 0 6 6 14 12 10 9 e a 8 0 14 12 10 9 B 7 14 ,2 ,0 9 e 7 5.5 B 8 8 8 8 7 55 4 4�-0" 14 12 10 9 8 8 6 4 14 12 10 e B B fi 6 14 12 10 9 0 B 6 6 14 12 10 9 6 e 55 14 12 ... _ __ .. 14 12 10 9B B 45 14 12 10 9 e e 8 4 14 12 10 96 a6 6 14 12 10 9 0 0 _ 14 12 10 8 e B 8 _ 14 12 10 9 B- _9 4 11 12 f0 9 B 8 8 6 14 12 10 9 B 8 8 6 14 12 10 9 8 8 - - 74 12 10 8 -- B - `8- B B B 8 8 7 5,6 14 12 10 9 8 45 14 12 10 9 B 8 8 35 14 12 10 9 B B B 6 14 12 10 9 75 14 12 10 9 7S 55 - e B 8 B 7.6 5.S 4 S .___.._ .,,_- 5-0" 14 I12 10 i 9 8 45 14 12 10 9 a 6 6 35 14 i2 j9 9 B 9 8 8 1a 72 t0 9 e 7 1a 12 10 9 B 6 e B e B 6 e e e SEE ANCHOR 1a 12 i to i 9 a__s_s' is Iz ,0 9 (8 e. as 14 12 10� 9 s' B` 6 s 14 12 to e a a_ _ 14 12`10 9` B 7 1 s e e d -e 7 -s a SPECIFICATIONS _- - -___. 14112 10 B 8 _ 4 ib 12 10 9 8 B 6 35 14 12 10 9 0 8 8 6 14 12 70 9 8 - 14 12 10 9 8 75 0' 8 8 0. 8 175 s54' ON SHEET 13 la 12 10.i 9 0 5. 3 14 112 10 9 8 8 4.5 14 12 10 9 B e 6 6 14 12 95 75 4 14 ,2 9.6 7.5 65 S B 8 8 7S 8.5 45 35_- 14 12 IO i 9 8 14�{12 ,0 B e - 4.S - 14 12 ,0 9 8`�8 6 6 14 12 10 9 8 4 14 12' 10 9� 8 0 4 6 8 B 6 ___ 14 12 10 9 6 -3� 14 12 10 9 8 B 14 12` I0 9 8 8 5.3 3.5 14 12 10 9 45 14 12 16 9 75 4 8 B 8 8 7.6 65 4 3 14 12 10 9 1-6 5 - - 14 12 10 9 8 8 4 - 14 12 10 9 8 6 6 5.5 14 M 10 9 5 - - - 14 12 10 9 6 4.5 - 8 8 8 B B 6 4.5 14 12 10 1_9 8 1 4 14 12 10 9 8 65 3 14 12 10 9 8 0 6 _ 14 12 0 45 14 12 8 [IS 55 8 _8 8 65 _5.5 4 3 7-0" 14�12 10 9 I8 4 14 1Y 10 9LL fi 6S 3 14 12 10_ 9 8 8 8 _ 14 12 10 9 0 14� 12 10 9- a 7 8 _B 8 8 8 B 75' 1 14 12 10 ,. _, 14 12 10 9 45 - 14 12 10 9 0 4 14 f2 10 9 8 7 4 - 14 12 16 55 1-4 12 10 6 85 8 B 8 B 11.6 S 35 9 7.5 5.75 - 14 12 10 e B B 14 12 10 9 B 0 6 14 f2 1D e _ 14 12 10 9.5 7 B� �6 �0 8 7 �5 �4 14 12 I10 9 SS J 14 12 10 B a 4.5 - - 14 12 10 9 B e 14 11 7 - 14 11 7 5.5 35 8 8 I 7 5S 4.5 35 - . _ _. _. _ _ II _ L 8'-0" 14 12 10 9 65 - 14 12 10 9 B 45 14 12I 10 B' B_ B I 14 12 10 7 4 14 12 10 9 8 3 _ e 0 8 8 B 75 7 4 14 12_,I 10 55 3 - 14_ 12 10 4 8 14 12 10 B �8 5S 14 12185 S 14 12 8.5 7 4 - B 8 S. 7�6.5 4 3 �� ♦SEE LIMITATIONS OF USE FOR __._ ...�_.. ____I .__ ,___ _.._ . :. 14 12{10- 9 S - 14 12 1D 9 8 4 - - 14 12 10 9 8 B - 14 12 9.5 -- _- - 14 12 9.5 7.5 4S - - �8 8 0 7.5 6 4.5 BLADE 1A ON SHEET 19 14 12 10 65 45 - 14 12 10 9 75 14 12 10 9 8 _ 13 B5 4 13 19.516.51 5 0 8 85 5 4 13 14 14 I ID 65 4 - 14 12 10 9 7S -I 14 12 10 9 6 14 12 1l 5 14 12 10 9 65 e 8 8 B .8 6S 6 3 _. 14 12 I8,5 4 - I ,4 12 10 9 45 - 14 12 10 9 751. - 14 11.5 45 14.115 7S 6 _ 6 e 75 fi 5 4 _ -_ 1412 10 6 4 - I- - 14 12�16 B 7 - - - 14 12 i0 �9 01- - - 14 12 S - - - - - 14 12 0 8.5 - - --1- B8 8 B.5 5.5 4• - - 14 12 5.5 3 14 12 10 6 3 - 14 ,12 10 9. 6._! ,,, _ „_. 14 112 S, 14 12 14 12 9.5 5 3 9 14 12 10 B_5 5 __ - 14 12 10 9_ B - 14 12 7 1- _ 14 12 10 7S 5 - B8 8 S. 8 7.5 4.5 - 10_0" 14 12 19 4.S 3 14 12 10 9 5 - _ 14 72 10 9 8 I- 14 11 - - - 114 105 7 3.S B 8 7 55 4S SS I _ __ ..� I _ _ - .__, _. .__ _- - 12, 7 14 12 10 14 112 7 { (- 14 12 10_I -- - ,4 12 10 - 0S 12 5 _ 104 12 S 10 1 _ 8 l 8_ 05 B B5 7 35 - il'-0" 14 i12 14 I_ 1 14 12 10 _ ,4 12�10 _ 25 B5 - 25 85+ 8 e _-B 6 5 4 3 - - T 14 12 6.5 - - - 14 12 10 - - - - - 14 12 10 - - - - - 3.5 IO - - - - - - 14 10 7 - - - - 8 B 7 5.5 4.5 - - - -' 14 112 I1.S 1_ - 14 I12 10 _•_I - 14 12 10 96 7 95 7 35 - B 7 45 SS 3 14 f 12 5.S I - (I 14 12 10 14 12 10 - f4 12 4 - 14 12 10 _ _ B 8 B B 0 9 3 12-D" 14 I12 3 - 14112 B - 14 12 1D ITS BS - ITS 85 4 _ -I 0 8 S.S 45 4 4'12.15 I 141210- 141210 12505 - - 13139545 - B 8 8 54 ,a ,2 - { -. ,4 i,2' -_ ,a ,z _ 9 ,5 i I 9 e5 B BS 45 J5 3- �) HV BLADE OR �� HV BLADE 13'-0" 14 112 - 14 12 74 t2 H 12 f ,4 12 - e e_ 8 8 -B 45 ,a l,q{- 7. ,4 ,? _. ,,.,_' -- --- 05 5 0.5 B _ - B _8 5 a,)3 - Wf�14� HV WINDOW BLADE -i _ 14 i 12 14 12 -I- 14 12 - 11.5 B -T- - ti.5 85 - B 8 5.5 Z6 - -I - I- - 14 12 i 14 12 I 9 3 ` B 6 _ 8 6 4 3 - - 14'-0" �y ��1_ I _", 14_14�12 .-_ _ 14 12 I 10 4 _ _ - 1D 7S 8 7.5_ 5 4 J a7- WORKING I N UNISON _ i ..... ._.._- , _.. .. ._. _- - 1a - 14 I'l2 - - - - - - 14 12 fl - - - - 10.5 4 - - - - 10.5 8 _ - - 81 8 5 4 - - - - 14 14 14 7 75 - 7S 55 35 3 14 - I- - I 14 „� 14 14 14 I B I_e.. B 77 35 15'-0" ly _ e. 14I- - - - -1- 1- 1a - - - - - - ,4 - - - - - - - ,ti. _- _I-_' _ iD' �- - - -' e' 7.5 s 14 16-0" 76 I I..=.t �. 74._ ` _. �. .14 1..._. _ 14 - 14, 0 85f 85175 6 3 14 I-..I_7 7 j.- _ '__ 14 I f 14 _ 13 _ _ -.t 14 i T' - - 14 - - lq _ _ __..-_. _ __ 9.5 - - 5.5 - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, ,i1`11t1ti11�. �,N 02020 71LTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. �N• .lT�,��r 13ERTHA H LY TM Accordion Shutter System c' ��j� i L E C C I as ,�Ala Irv. BLADE#1 W/OR W/0 H.V.WINDON BLADE No.441 American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY y EV.N DESCRIPTION DATE DRAWN 01': MY Association, Inc. I OLD 17-Io7 T/2/20z DATE: 7/2/202D / 8355 N.W.361h.9t.,Ste.305,VIRGINIq GARDENS.FLORIDA 331 G. a1• STATE ;;fir+ Phone:(305)871-1530 Fax:(305)871-1531 4268 Westroads Drive 2 DR-l_ ING No a- H:ON,...O.W.- West Palm Beach, FL 33407 s 0RI ••'��� CA-0006719 y 20-�64 ,, s •••....•• �� WALTER A.71LLIT Jr.P.E. oNAL •�x``�SEAL/SIGNATURE/DATE �LORIo'u`.p 44167 a SH12 OF 20 MAXIMUM ANCHOR* SPACING 6 _SCHEDULE FOR A GIVEN MAX- SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NEGATIVE PRESSURE RA71NC AND A CORRESPONDING MOUNRNG TYPE FOR CONCRETE OR CONCRETE BLOCK IN_STALAM NS G&H ON SHEER 8&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCREIE/CONCREIE CONCRETE (A) TO EXISTING POURED CONCRETE: (Min.Vc-3 kRi) MAXIMUM WALL SILL MOUNTIN ©CEILING MOUNTING O FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.I'D=3 Ysi) SPAN _ ANCHORS SPACING LEGEND - 1/4"0 a 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY, (Min. ro-3 ksi) (ft) LSD.DESIGN NTSMNE PRESSURE RATING(pm S_8.D _ _ PRESSURE RATING AD.DTSICN NEG4_TNE PRESSURE RAIM pd - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min.(c-2 ksi) ..._ __-___ _., _. _.._,. TAPCON OR 30 40 60 75 90 1120I160 205 30 40 60 75 s 120 160 205 30 90 SO 75 90 120 160 205 - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY DLWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY TAPCON WITH ADVANCED OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. Min.f'c-3 kei to 12 10 9 a 6 6 5.5 to 12 10 9 a a 6 e 7a 72 10 9; 9 9 '.66 THRFADN WITH TEC ( ) -___ -__ 14 12 10 9 e -e 6 e 14 12 10 @ B e s 6 1q 12 10 9- ey e_ 6 6 $OLID-SLl' NOTES: OR LESS 14 12 10 9 B 8 6 8 14 72 -10 9 0 8 8 8 14 12 10 9 B e 6 6 BLUE TAP W/CAP - AI)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 1D 9 B 8 6 4 12 10 9 8 6 B 7 I e e 14 12 10 0 e 6 6 ANCHORS IS 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 14 72 10 9 B 7 5 3 5 14 72 f0 s 8 B 6 6 14 12 to 9 _B B 6 5 TAPPER+ 16 12 to B B 8 6 s 14 12 �19 9 8 5 8 8 14 12 10 9 8 B B 5.5 4'-0 - - - ---- - - A2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 9 e 8 6 4 14 12 lO B e B 6 4 14 12 tD 9_ 8_ 6 4 3.5 INTO STUCCO SHALL BE PERMITTED. 1/4"m-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12' 10 9 B B 6 46 14 12 10 9 e e 8 55 14 12 10 a "e B 6 45 1"MINIMUM FOR WALLS WITH NO STUCCO. 14 72 10 9 75 5. 14 12 10 9 8 e 6 9 ' •SEE UN ATIONS OF VSE FOR 5 35 5 14 12 10 B 7 55 4 BLADE )ON SNEEr 19 5'-0 14 12 10 9 e 8 6 8 t4 t2 10 9 8 e 6 56 14 12 t0 9 �B 8 9 4S' A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 ID 9 0 7 4 _ -14 12 10_ 9 8_6S_5 35 1144 -12 10 _e _B5 5 15 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON _ 14 12-110'4 e 7,5 4.5 14-12 10 9 8 -8 6 4.5 i4-i2 toy 9 8 B'4.5 3.75' NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 112.�9.5 75 65 4,5 14 12 10 9 B 75 55 4 14 12 10 B B 6 45 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 6'-0 14 112 10`I 9 8 8 6 14 12 10 9 8 B B 5 14 '12 59 9 B 65 5 3,5 14 1IZ 10 1 9 75 5,5 3 _ 14. 72 10 8,5_ 7 55 4 3 14 12 8 85 55- 4 3 - (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) _ t4 12 la FFF 9 8' e - 14 t2 io 9 8 6,5 5 3.75.14 12 io 8.5'B 5 �4' - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THR[ADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. 14 12 8 6.5 5.5 3 - 14 12 10 9 e 8.5 4.5 7.5 74 12 70 e 7 5 3.5 3 - 1/4"m x 3/4"ALL PoINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY. 14 12 ID Ti B '8 14 12 10 9 e 7 5 4 f4 12 10 9--7.5 55 4 3__ - 1/4"m BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. ��-0" ' ""' -'" -. 1 '""'" """ "'"'- - '' "-" _ 1 4 m TAPPER+ANCHORS AS MANUFACTURED BY OEWALT.INC„AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY 14 12 10 8 9.8 4 - 14 12 9 7.5 6 A5 35 - 14 105 7 5.5 A5 3.5 - /" -'-"'-"-' - I�' �'-�-----'--'------'--'---- _- OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMEFLICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 BS 7 4 i- - 14 12 10 9 7.5 4 - 14 12 9 7 7.5 4.S 14 11 7 55 C5 - - - 14 112 10 9 7. S.- 4_._ ,14 12__9 _7.. 6 4.5 3 _- 14 12 10 9 8 65 14 12 10 9 8 6 4 14 12 10 8 65)5 35.r NOTES: - -- - . - - - -- - - l 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON 14 t2 B.5 7 SS 3 _ 14 12 B 85 SS_4 _3__ 125 95 6 5' 4 3 _ __ 14 12 9,5 7S e - - 14 12 91 8'j6,5 .5_. - 14 12 B 6-6.5 4 -' WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS IS 1". 13 I9.5 6.5 5 35 - 14 12 70 14 12 a 8.5 5 4 - - 8,2)MINIMUM EMBEDMENT OF 1/4"m x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 9.-O. t4 12 to 9 _B - i4 i2 19 9 75 45 - -_ 14, 12 8.5 7 5.5 4 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"m-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 A1.5 7.5 6 4 - - 14 11 7 5S 5 36 - t1 a 5.6 4,5 1 - - - EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO, _ 14.12 8 6.5 4.5 - 14 12 18.51 7 Ki 4 14 10,5 7 5.5 8 71 5i 6.5 55 4 - 1 14 12 9 7 6 4s - 14 t 11 7 S 5 4 3S = 0.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR" 10'-0 14 172 10 9 7.5 - _ 14 12 10 B 6.5 s - i4(12 8 6 5 4 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES:ANCHORAGE SHALL BE AS INDICATED ON 14 10.5 7 5 3-it13 65 64 5 4 3 77-7175- 10 5 4 3 NOTES 6.1) &3.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR E]FS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14;1) 78 55 -"- - 1'4'11S 9 6 5 4 - - 11519.5 6 5"4 4 - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 105i8 i_5 _ - _ 14 12 8 8.5'5.5 4 - 13 10 65 5 4 3 - 14 12 i 10 1 _14 12 B 7 6 4.b - 14 i05 7 55 4S 35- (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. ` .._._._. ,2.5 9.5`{{5 - 12 9 6 4.5 4 3 - 9 7 4,5 3.5 3 _ i4 111 7 1- !- 14 1D,5 7"5.5 4.5 - -- f 1.5 K SS 47 3.75 - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 951 7 4.5 I - I 14 115 75 6 5 12 B 6 45 4 12--0 14 12..110 1 - I 14 12 8 6.5 SS 13 10 8S 5 4 ---� EDGE 11 5 BS 14.5 I I 11 B 55 4 35_ B 8 4 3 "�--_ MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 3.5 9.56 I- - - 13 9.5 6.51 5 4 - 0.5 0 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 ISL - 14 105 7 55 45 _ Al-85 55 45 35I - REDUCED G OBTNN FACTOR SHALL NOT BE LE55 THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 12 I ( �- t 14 11 8 7 8 8 5 - 12 9 6 4.6. -1. G 13'-0 /os a 1 ' io 7s 5 4 3 75 ss a 3 ="' ACTUAL FACTOR 2-6S I- ( j- I 72 9 -6 4.5-4 1 - 9 5-7 5 4 - EDGE TAPCON TAPCON WTDI ADVANCED ALL POINT SOLID SET BLUE TAP W/CAP TAPPER + 8 6 - - 13 95 65 5 - 105 75 5 4 _ - LADE DICTANCE THREADFORM TECHNOLOGY MIN.SPACING 14 12 - - 14 l05 7 5.5 - 11 85 55 45 - E.D. MIN.SPACING=3" MIN.SPACING -3" MIN.SPACING-3 1/2" MIN.SPACING=3" 3 3/4" 4' OR 14-0 10 7.5 ' '9 7 45 3S - 7 8 3 5-3 - DE POURED CONCRETE& Pqq�CONCRETE coNGNETE I11Dcx POURED CONCRETE& POURED CONCRETE&POURED ODp E OOHtliETE E4Dac 11 5 e- I .I. 11 a 55 4.5 9 65 45HY CONCRETE BLOCK MN Fes,-3 1/2 MN,ED.•21/2' CONCRETE BLOCK CONCRETE BLOCK MR E0."31/2"MN.E0."2 1/2' 761 - I TIJ510 65 - _ If76 2-fig _ - BLADE WORK NG 3" MN.E1.0D. 3" 0.90 1:0 MN ED7B12• MH 10EDL"3" 0.04 1.0 15'-0 14 _. ___.. 2- 2 -..._ 9 - - `-- - B.5 6S 4 _ 65 5 3 - IN UNISON ' - - 1'0,5 8 5 - - - - - 8.9 6 4 - - - - - 2" - 7 116 85 5.5 _ _ _ _ 9 8.5 4.6 16'-01B6 9B -4_.- _18 45 3 I - 1 1 2"_. D.�__...__ __.... .._ ____.-- - ._0.5_ 0910.43 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ��g1lTlii �t 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM �: ��CE SF '��'- Accordion Shutter System No.44 67 �=_ -T t Tic ® ® ® Irv. BLADE w/OR w/0 RV.WINDOW MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Y ICY.N DESCRIPTION DATE DRAWN BY: M.P STATE F �� ssociation, Inc. I OLD 17-107 7 2 202 DATE: 7/2/2020 �A•, 6J33 N.W.J6iN.St.,Ste.JOT,MRCMU GARDENS,FLORIDAFIARIOA 3J76 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 A'• DRAWING No p "4 F •. c .-..It:tilt e..C.M.- West Palm Beach, FL 33407 3 0RI �� CA-0006719 20-164 ASTffONA ill RCI�%SAL E/DATE WFLORI A TILLER Jr.P.E. 4 1. p 1\P` FLORIDA uo.It 44167 5 SHEET 6 13 OF 20 MAXIMUM ANCHORS SPAGING (in,� SGH D F FOR A GIVEN MAX, SHIRTFR SPAN_ A S D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INsr I I ATIoN SEE MOUNTINGS I,J,K&L ON SHEET 7) POU EIE RED CONCRETE CONCRETE BLOCK ANCHORS SPAGING I_FGFND 1006 UM (I)WAtK OVER It TRENCH J RAINGUARD MOUNITING K WALL FLOOR MOUNTING L WALL AUK OVER MOUNTING NTINI, @ 0 / SP NOR (R) .. N NFTATIVE PRESSURE RATING(p 1 A£O D RE RATING(psT ASA OE90!NEGITNE PR6511RE RAZING( ASD D6A,T7 NEGAieE 1''R6S11RE RATING(p,l TAPCON WITH ADVANCED 30 40 60I 75 90 1 180 205 30 40 160 75 90 12 160 205 30 49 60 75 90 120 160 20.5 30 40 60 75 90 120�180 205 THREADFORM __ ,4 11'2 10 8 8 6 6 12 12 12 12 12 11.5 BS 6.5 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3 0 14 I12 10 9 6 B 8 6 12 12 12 12 12 1Y 95 7 7 7 7 7 7 77 7 5 5 5 5 5 5 5 5 --- JR LESS 14-12 10 9 8 8 8 6- 12 12 12 12 !O. 8 e 45 7 7 7 7 7 7- 7 65. 5 5 S 5 5 5 6 5 BLUE TAP 14 12 10 9 8 8 6 6 12 12 12 12 112 10 7.5 6 7 7 7 7 7 7 7 7 5 5- b 5 5 s 5 5` TAPPER+ 1 q 12 10 9 B 8 6 6 12 12 12 12 11.5 B.5 B.5 5 7 7 7 7 7 7 4•-0. 14 12 10 B 18 e 6 6 12 12 12 12 _ _9.5 7 5.5 7 7_7 7 7 7 '7 7 5 -5 5 5� 5 5 5 5_..__ _ ._....__ ...,.__..___. _.__.__ 14 12 10.,__„8_ .8 B 6 6 12 12 12 9.5 8 6 4.5 3.5 7 7 7 7 7 7 6.5 y5 5 5 5 -5 g 'g"_5..._8 14 12 10 9 6 B 6 8 12 R 12 12 10 7.5 5S M1� 7 7 7 7 7"7 7 5.5 5 5 -5 5 5 6 5 5 14 12 101 9 B 8 8 B 12 12 12 11 B 7 5 4 7 7 7 7 7 5.5 4 3 5 5 5 5 5 5 4 3 5-0 14 12 10 i B B 6 8 12 12 12 12 10 7.5 SS 4 7 7 7�-7 7 _7 7 7-'S 5 5 5 5 b 5 5 14 12 16 9 B e e 8 12 12 93 75 a 4S 35 7� 7 7 7 7 7 -5 35 b 5 5 -5 fi 5 fi 4 14 12 10 9 8 8 6 B 12 112 12 95 8 6 45 7 7 7 7 7 7-55 4 5 5 5 5 5 5 5 4 * SEE ANCHOR 14 tP 10 9 B 8 6 6 12 12 115 9 75 63 4 3 7 7 7 7 7 45 35 5 5 6 5 6T-ir'- q- 12SPECIFICATIONS 14 12 10 8 8 8 6 B 12 12 12 10 e 8 4 5 55 7 7 7 7 7 7 7 7 s s 5 5 .5 ON SHEET 13 to 12 tO B B B 6 5 12 12 8 6 6 4 3 7 77 7 7 53 4' S5 5 5 55.__.____ ._.__.___ _______-.._....- _-___.. _....,._._-._-_.-_._.__...___... __14 112 10 9 8 B 6 6 12 12 10 8 6.5 5 .73 - 7 7 7 7 7 6 4.5 - 5 55 5 55 14 12 10 9 I B B 8 6 12 12 10 B 6.5 b 3.5 7 7 7-0' 1 12 10. 9_ B _8 6 6 12 12_ 12 B.5 7 6_ 4_ 3 7 7 _7_ 7 7 '7 7 6 5 1 _14 12 10 9 B B 8 6 12'f0 B.5 5 4.5 3 7 7 7 7 6.5' S 3 5' 5 5 5 5 52 to B B B 6 s t2 fz 8.5 7 5.5 4 - - 7 7 7 7 7 5 - s s 5 s s s 0 VALID ONLY FOR UP TO +7D, -75 14 12 10 9 B e 6 12 I2 8.5 7 55 4 3 - 7 7 7 5.5 45 S 5 5 5 5 45 SS1412 10 9 e 8 6 - 12 12 0.5 75 6 3.5 - 7 7 7 7 777 4 5 5 5S S 5- - ------ - - -- - TINGPSF S& FORT SPANSGN EPERRE RA12 m 9 B_ e e __ tz _9 a _4s a 3 - 7 7 7 7 55 4 __ _ ,s s s s s a SCHEDULE #3, SHEET 11 14 12 10 9 8 8 6 12 11 7.5 6� 5 .75 - 7 7 7 7.5 5 4.5 - 5 5 5 5 5 4.514 12 10 9 6 B - 12 1.5 7.5 6 6,3S - 7 7 65 _5 4 - - - 5 5 5.. __-_.14 12 IO 9 e B 12 12 9.5 6.5 5.5 4 J 77 7 7 7 7__.6 3 5 5 5 5 5 3 514 12 10 9 8 B - - 0.5 B 5� 4 3.6 - - - 7 7 7 6'14 12 10 9 8 B' - -_ .12 10 6.5. 5....4.5 ._-..-_ 7-7... 7 8.5 5.5__.._._..__.__ 5 _5. 55 5 4'_14 12 10 9 e e i - 12 OS 7 55 45 35 7 7 55 4.5 35 - 5 5 b 4S J.57.B B 12 11 05 8 5 SS 7 7 7 7 1 1 4.5 5 5 5 5 5 5 5 45 14 12 10 ,9 e e - e5 714535 3 __ 7' 7 7 6.5 C.5 - - _ 5 5 5 5 4.5 i35 - _ ._ __ ______14 ,2 10 9 1 8 8 I2 B e 5 4 7 7 7 8 5 5 5 S T5 5 BS 6 5 4 J 7 7 5 4 3 5 5 5 4 3S 14 12 10 9 �6. 7 55 45 35 7 7 7 7 7 7 35 5 15 1 5 5 5 5 5 4 11 0 14 12 10 9 18 B 65 85 4 35 3 T 7 7 6 5 4 S {5 I-5 5 4 3 14 12 10 9 18 6 11 B &3 4 7 7 7 S.S 45 fi 5 I5 5 4.5 - 14 12 10 9- B I5 85 55 46 39 7 7 45 39 - fi 5 4S J5 3 1_ H V BLADE ONLY _ __ __ _____-- 12'-0" 14 12 10 8....8 -- 12 95 B_5 5 4 J 7 7 7 7 7 6 J - 5 S 5 5-'S 5 45 J8 14 12_10 9„I_B _, 0, 6_„,4 3_.._ _ 7 7 fifi 45 311 5 5' 5 4.5 4 J 14 12 10 9 8 - - - 10 7.5 5 4 - - - - 7 7 8 5 - j- - - 5 5 5 5 41 13 0 14 _12 10 9 B_ 1585 6�45 JSi3 7 _&5�7 17 7 {45 55 45 93-5 15 1q5 J.5 14 12 10 9- 0 �- _ 7 b 14 12 10 9 8 - 1- 9 7 4..5 75 -1- --__ 7 7 5.5 4.5 6-1-5 5 4.5 -4 14 12 10 9 - i- 10 7.S i 5 4 3 - '- 7 6 4 3 - 5 5 4 3 - - 1- 14 0 14 12 10 9 105 6 5$ 4 35 7 7 7 7 -4 5 5 S S 5_ 5 4 J 14 12 10 9 - 65 5 I!3 _ - 7 7 5 35 _ 5 5 15 _4_ ... ._ .. __1._ .._.._. _... .._ 14 12 70 9 8.5 8.5 4 7 7 5 4 5 5 1 5 4 14 12 10 I- - B 7 4.5 35 3 - 7 5 15 - 5 5 135 J - - 15 0 14 12 t0 _ .i. 1U 75 5 4 3 7 7 7 7 7_35 5 -b 15 S 5_ 5 4 14 12 70 - 6 45 3 - '7 7 45 J _ 5 _5 _, 35 - 7 7 5 6 5 5 4 14 12�10 - B5 65 4 SS 7 55 35-_- __ 5 5 _14 12_121 3 7` 7 7 7 6 3 S 5 S fi 451316 0 101= _ 6 45 jjttJ' 785 4 _ I't"35 -LL FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ` 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. Oft P��.• !?;% BERTHA HVTM �. ��CEN 9 F -�6 , � ®�®�® Accordion Shutter System No.44167 - H.V. BLADE#T W/OR W/o H.V.WNWN BLADE American Shutter_* Systems TILLIT TESTING & ENGINEERING COMPANY Y ICY.N DESCRIPTION DATE DRAWN 8Y: M.P STATE FR / 6355 N.W.36tR.St.Ste.305•VIRGINU GARDENS.FLORIDA 3316 Association, Inc. 1 OLD 17-107 Phono:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 R e-moi1:111ceco®uol.comWest Palm Beach, FL 33407 3�Q I •� � CA-0006719' WALTER A TILLIT Jr.P.E. 4 _ NA;, \\\SEAL/SIGNATURE/DATE FLORIDA Lie.A 44167 5 SHEET 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.fa AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE AS.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16 & 17). :S3 LJ B !E�T F;;�Z AT E SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN N No. SPRUCE PINE SPRUCE PINE 1/2" MIN. COX 0OlWu1/LASINFlR W�5, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN.G-0.50 W/ MIN. G=0.43 W1 MIN. G=0.36 MAXIMUM SPAT'(R) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS 13.0. WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P & 0 S&V S &v S&V 511,DW UATK REM WX(4 k1a Rm_1 Nrag RaMR RWWW fw) Sn,usw_WAK rows w_e6_(_� sa_I�(_91 ff"nWK RM((4�10 WO Numf FIM E MM(M M VW KM=E a=Ma KK(wn SD-uIv�l IEr_.arh Rama eFwnD(1� 0 MO RWIVE as M MM U I) sa 0�M- MK t�8 WK(pit k10 U 71 MIK AWK WIM M 30 40 60 75 90 OS 3D140 60 75 90 O5 30 40 60 75 90 05 30 140�60 75 90 05 30 40 60 75 190 IDS 30 40 60 75 90 05 30140 I80 75�90 105 30 40 60 75 90 05.30 140 60 75 90 05.30 40 60 75 90 OS -0°OR LESS 12 10 10 9 8 B 6 fi 6 6 6 6 12 )0 10 9 fi 8 6- 6 6 6 6 6 12 10 10 9 8 8 6 fi 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'70 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 B 0 6 6 6 6 6 6 12 10 10 9 B 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 I2 12 12 12 12 12 12 12 12 12 12 12 12 10 10 9 .8 8 6 6 6 6 6 5.5 12 10 10 9. 8 B 6 6 6 6 6, 5 12 10 10 9 8 7 6 6 6 6 5 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12- 12 12 12 12 12 12 12 12 0.5 ._ ._._. ___ ..,_.Ti-__, _. .___- ..____,�._ _.,_ __ _- _. ._ __ _._ _. 12 I70 10 9 8 65 6 _6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 8 .5 5 W. 12 10 10 9 6 3.5 B 6 6 fi 5 45 6,.5 4 4 3.5 - 12 12 12 12 12 12 L 12 12 12 12 12 12 12 12 12 10 8.5 ..._ .. ._.__. __. _ ., ._...__.._ _....._.__ __. __.�_._.__._.__.. ._.___..._ _ ._ _____ .. .,._ __.._Ti___.__.1._ __,_.. 7'-0" 12 10 10 9 Ei 4 6 6 fi .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 15 - 6 6 6 5 4 3.5 6 5 _4 4 - 12 12 12 12 12 12 12 12 12 12 12 10.,12 12 12 0.5 B.5 7.5 ._..___.__ ._...__ - __-9-___ _..^_._ _..-_ _______-. _.._.___..._ . _. 12 _2 _..._ ._ ._.. .....__.___. ._... B'-0 12 10 10 7.5 4.5 3 fi 6 fi 5 4 3.5 12 10 10 6 3.5 - fi 6 5 1.5 3.5 3 12 10 10 4 - - 6 6 5 '.5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 .5 ... ,.._.... ...... _....___........._____....__..__._.__..._-._._______..-. .._...__.__..._..__...._.__ -.__._.,.__.�_ _....� ._._. __...._______.____..__,.__..__.__..._._.___.._.__._...._. __.._._.._ .._..__ _ __ 12 10 "i 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- 12 10.0 1-2-1-2 12 11. 9.5 8.5 12 12 10 8 8.5 5,5 _. ... .._._.. .._..-......_. -_.- _- ____ -4_. _._ _.____. ._._. _.._ _..._._ _. 10' 0' 1210754. - .._ 6 .6 ,543 - 1210836. 64 _5, 3. � 1210.,3.__-,._ 664 .53 65 - 121212121.595 t 121210.8.5751212976 W5 11' 0 12 10 55 - - - 6 6 45_,_V 12 10 45_..- -_ 6_5.5 3.5- -_.12„10 ,_,� 6 5.5 4 _ 6 6 -_,. 12 12 12 12 70 8.5 12 12 12 5.5 8 7 12 12 8 65 5.5 4.5 . ._ _. -12' O. 6_ 4 __.!_-_,12 10 3.5- ___ 6 5 3 5^ - _ 12 10 6 _-- 1..19.5 8 12 2 11 8576 12 i. 75 6 54_ 0 12 110 „...-)_ 6 8 _ 12 10 fi 4.5 -.,,. 12 7.5 - ..6 4_5 6 4.5 - 12 12 1210 8575 12 12 1O 8 655512 O. 7 55 45 4 14' O 12 10 _ ft 6 _ 12 7 �, 3 45 I 12 7 545 6 12 12 12 95 8 6 I 12 8575 6 4512 9565 5 4 3 12 6 4 6...- 12 - - - 5� - -I- 11.�a- - - 5 - - 6 - - 121210_8b 6,5 4 7212 8_ 1256.5 5 3 111.5�8.55.5 4.535 HV BLADE OR J) HV BLADE Wf A HV WINDOW BLADE WORKING IN UNISON® ♦SEE LINT A110N5 OF USE FOR RIME ON SHEET 19 •F NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFR SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING:-SOUTHERN PINE No.2 W/G-0.55(N.D.S) -1/4°9 TAPCON ANCHORS.AS MANUFACTURED BY I.T.W.BUIIDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLLS FIR W/G-0.50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G­OA3(N.D.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.D.S.) -MIN. 1/2 COX PLYWOOD(19B6 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2016 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, // 02020 TILTECO.INC. 0 2020 EASTERN METAL SUPPLY, INC. TI (�TJ BERTHA HVTM P�•' EN Accordion Shutter System � \• 44 67 �-�-�-' ��' ���Oic. � as ® s H.V. BLADE g1 W/OR W/0 H.V.N7NDOWyBIA� c (30. = American Shutter Systems EV.N DESCRIPTION GATE DRAWN BY: M.P L .J.. TILLIT TESTING & ENGINEERING COMPANY 055 N.W.36t6.SL,M..303.VIRGINIA GARDENS.FLORIDA 3316. Association, Inc. 1 OLD 17-107 7/2/202 DATE: 7/2/2020 ,a•, STATE r Ph-:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING NO U66aa®aa.c_ West Palm Beach, FL 33407 3 '��i���/�i,'',s s'F•l.U..N '� o- aC-0006719o�• � WALTER A.TILLIT J r P.E. FLORIDA Uc.( 44167 5 6N\&EAL/SIGNATURE/DATE 20-164 SH15 0 2D INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR J) HV & qi1 HV4, BLADES AS APPLICABLE MAX. SHUTTER SPA L+ 0 L— FOR INSTALLATIONS. INTO WOOD I H HV BLADE 1 ONLY SHALL WALL FINISHBE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & .-.-1/4"0 TAPC. CONT.OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE Q1 & 6A) WORKING IN UNISON TAPEADFORM TECHNOLOGY 1/4"0 TAPCON OR OFDVANCED RE/ADE MiAAR AREA TO RATION ^ .. _�. ^, Ir oP 1 1/2"TACON WIMi.. PENETRATIONOADVANCED FF THREADED AREAT OO EXISTING 1 MIN SEPPFp110N EXISTING WOOD HEADER. 0 HEADER. (SEE SCHEDULE ON SHEET 15) ! I I--(� II j (SEE SCHEDULE ON SHEET 15) ,%\ fr�� 1/4'0-20z3/4"S.S.MACHINE SCHEDUU ON SHE GR TO GLASS ET I �' •�\U\\�lt,\1\1 l .�-{ \ i \ l f _...Il/DR'I$ SCREWS W/ 1/4"-20 NUTS I 11 FOR BLADE(DAND -I x ,i 1 I , ! ® 12"O.C. II ON SHEET 19 FOR OR ° 11ll1 %\1l�.I 1 1"Min. / x EXISTING II &ADE50&t�! / I I j (I}-. _�'J �n \h•�y �1� .I' 1 r--EQ ' - EO-I s GLASS--A _.. _ 2� II, _ _��OR(J t FlNISH,' I I ' I�—aPnoNAL L .;I I EXISTING MIN. I �I I I \� FINISH I I I I I �.._ 111i\Ul\tl\t 1I i._... I `. -2"z4"WOOD l r O -_ '\ EXISTING MIN. I fj OR� HEADER REQUIRED I I -''L1�OR 1� p �_2"x4"WOOD I Q HEADER REQUIRED I I jl, 1` I. `I '1 ' 1/40 TAPCON OR TAPCON WITH ADVANCED EXISTING II I I -__ 1• 1 '1.� I`-'l I._ THREAOFORM TECHNOLOGY W/ 1 1/2" GLASS MIN.SFPPPATION I I _ —11 TO GLASS SEE Min.PENETRATION OF THREADED AREA TO Imo_SCHEDULE ON(SHET I I II MIN.SEPARATION TO GLASS I I 1, I I 11 ' EXISTING WOOD HEADER. 11 FOR BLADE OPf'PJ --- EXISTING II'�(SEE SCHEDULE ON SHEET II) (SEE SCHEDULE ON SHEEP 15) II ON SHEET 19 FTM I I G1A55—II I I� I7 �1 IA I 111 II BLADES m&t� L..___._._�..._.._._ .1!.. ,1 CONT.SILL , I 2'z4' _�._ 1 _,-. 1 PLATE REO'D. ON HV WALL HEADER INSTALLATION Off!L,_SILL INSTALLATION ®HV WALL HEADER INSTALLATION T _..__..__. ..... .__._ .____ _._ . ____ _ .. _ _ u I I.. A....._.._ .MIN. SEPARATION TO GLASS EXISTING ... _....___.. ......... .. .. MIN. SEPARATION TO GLASS ....._ .-_. .._...._L_,.. ' GUf-- I I EXISTING ~—(SEE SCHEDULE ON StIEET 11) '' `_Q��� FXIGST S- (SEE SCHEDULE ON SHEET 11) I I I MIN. SEPARATION TO GLASS I I O 2'k4"CONT. I WOOD PLATE (SEE SCHEDULE ON SHEET 11) I GLASS 1 I B I E REOT1. •I11 " u I < fi ACHINE SCRE0-21 WS S I I� I 1/4'0-20x3/4`S.S. 1 •j MACHINE SCREWS W/ 1 I I I I 0 USING 1/4-20 NUTS 1 WALL .k I 1/4"-20 NUTS® 12"-_, II 0 12' D.C. _ FINISH fff q _ I TI O.C. I I I I_ I 0 I I f I r 2"s4"CONT. I 1 _ 9..1__ /c� WOOD PLATE 1 ( I I -ll1 1\7 =+..-_'_....I EO-1 EQ-- r1 ORI��1 4 i OR 1;=J ' l.. V III �f REO'D f,' ', I 1` -� L j- \T1�\11111\l 1� I. -EQ I EO-- 1 I 1 n " \ -.1"Alin. 11, AA Ai11U -J --I i�l OR - I I 11 I1/4"0 TAPCON OR TAPCON WITH ADVANCED 1 �1 'I��I �i, `•J THREADFORM TECHNOLOGY W/ 1 1/2" 2"x4'CONT i,l11 Min.PENETRATION AD THREADED AREA TO 1/4"0 TAPCON OR TAPCON WITH ADVANCED I1 11 * .. 1 SILL PLATE ,,1 EXISTING WOOD HEADER. 1 1 11 THREADFORM TECHNOLOGY W 1 2 I 111.I I 1/4"0 TAPCON OR tIQ_TE: i' I REO I )I ( ) EXISTING MIN. 2"x4" ' -\� TAPCON WITH ADVANCED 1 SEE SHEET 4 FOR TYPICAL r J I Q (SEE SCHEDULE ON SHEET 15) ,I it (SEE SCHEDULE ONO SHEET EA5DE0 AREA INTO PLYWOOD ® i6"O.C. MAX.to I/2 MIN.C0� THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. -_..... 1. ..v_,I...JJ 1.,.d •:, \"'WALL FINISH / / \\\ 1 PLYWOOD REO'D. \ W/ 1/2"Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2"MIN.COX PLYWOOD REO'D. STUREAD.PLYWOOD TO BE WALL FlNIS THREADED AREA INTO PLYWOOD SUIT INED IN ANYINSTALLATION.Y WAY TO ®.HV WALL SILL INSTALLATION (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2"x4"STUDS® 16"O.C. MAX.REO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2300 OF THE F.B.C. SECTION 2300 OF THE ®HV WALL SILL INSTALLATION ♦SEE"I ATIONS OF U E OF ©HV WALL SILL INSTALLATION F.D.C. BLADE 1A ON SHEET 19 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. .� BERTHA HVTM �yaQ�''��pENs.'•:�y Accordion Shutter System No.441 r ---�—.•, 'L E�° ® �Po c e ® ® 0 KV. KADE#1 W/oR W/o H.V.WINDOW BADE -'�'�� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.H DEscRIPnoN DATE DRAWN BY: MYo'• STATE 0, �5"N.W.361h.St..Ste.306,VIRGWIA GARDENS.FLORIDA 33161 Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 Phone:(305)071-1530.Fax:(305 071-1531 4268 Westroads Drive 2 � )e-mail:t4to-C-I.— West Palm Beach, FL 33407 3 DRAWING No // (C^r�''•.......• '•�7 CA-0006719 20-164 ��t' WALTER A.TILLIT Jr.P.E. 4 �ONLA� ` SEAL/SIGNATURE/DATE FLORIDA U°, M 44167 s SHEET 11 6 16 0F 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR C1) HV & (N- WO BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV B ADE1) ONLY FINISH FINISH SHALL BE LIMITED TO 105.0 sf. A.S. D. DESIGN PRESSURE RATING. SEE SHEET 19 FORMAX;-WALL SPAN P & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A O N ( �) WORKING IN UNISON ' r � 1/4"0 OR EQ - 2"MIN TAPCONN WITHPCON WfTH ADVANCED 4"x6"(Min.)EXISTING THREADFORM TECHNOLOGY WOOD BEAM REQUIRED !'J % ; _ __ _ ,-EDGE(IF APPLICABLE) STRUCTURAL ADEQUACY W/1 1/2"Min.PENETRATION "- -- I 1/ILLIPS TRUSS S.S. OF EXISTING W000 BEAM OF THREADED AREA TO � I, I 1" PHILLIPS TRUSS HEAD TO BE CERTIFIED BY i J I _ ,..._ G ✓ -_ .. EXISTING WOOD HEADER. - ) n Mln. MACHINE SCREWS REGISTERED ENGINEER OR I ! (SEE SCHEDULE ON SHEET 15) I W/ 1/4"-20 NUTS ARCHITECT PRIOR TO �- ED -� EQ- - --- % G WOOD !1lll!!!lJ! 19 ( EQ.-_FQ-I` ® 12"O.C. SHUTTER INSTALLATION 1/2-!-;R -1-" �~ /2 EXISTING RE 0024" I. D.C.REQUIRED 1 1/ OR 15`1 4"0 TAPCON OR __ TAPCON WITH ADVANCED �'; i"— EXISTING SOFFIT l` _.257" THREADFORM TECHNOLOGY `3/4"Maz.THK. Max. W/'1 1/2"Min.PENETRATION %' ! ' OF THREADED AREA TO i EO�EQ- 1114x3/4 r EQ -t, EO __1'x4"x1/8"CONT.ALUM.TUBE `—OPTIONAL --I EXISTING WOOD HEADER. I - -— (6063-T6 ALLOY)W/ (SEE SCHEDULE ON SHEET 15) ' I ® 6"D.C. :-'--!.)1 of 13 or (3)5/16"0 LAG SCREWS TO Of 13 Of 15 i ,iEACH 7 �l LOCATE LAGERS REWS AT I EXISTING MIN 2"x4" I j ___ __ MIDWIDTH CF EXISTING WOOD I EXISTING--II - � ) I )( )I -..1 MEMBER,(2'Min.NOMINAL HEADER REO'D j —�111--1 OPEN HOLE AT EACH GLASS p'. __ MIN.SEPARATION TO GLASS I II I —I WIDTH)W/2"Min. STUD TO ACCEPT PENETRATION OF THREADED it (SEE SCHEDULE ON SHEET 11)—"-`"- �I EXISTING 5/1 I �, LAG SCREW ARFA VALID FOR I GLASS— AT CENTER I I T ER OF TUBE. I I I MAX.INSTALLATIONS WITH 72paT L I M'LASS(SEE I I EXISTING I W11 SFS`N IN I 9,_ A.S.D.DESIGN LOAD AND I ro ais(SEE I 1 r 0"MAX.SPAN.THIS SO HV WALL HEADER INSTALLATION sSEnaLE ON SST I GLASS— m aASS(SEE a INSTALLATION IS ONLY VAUD 11 FOR E1WE(DAND I ♦ I SC1RllIllE OH SHEET I{ I I ON S4ET 19 FOR I 1 __IO OR ® ')11 Evt®sOE m,wD II FOR WOOD W/MIN. SPECIFIC ON SHEET 19 FOR GRhNTY OF 0.50 AS DOUGlAS 1-SEE SHEET 4 FOR TYPICAL SHUTTER AS6CMDLY 'I"'---'--'--------- ---'1r ---�--- BADES(D&® I I ♦ FIR OR SOUTHERN PINE No.2, 2-MOUNTING SECTIONS CAN BE COMBINED �..-.--_ .. ___._I_.� .. ...I:...-_.___ ,I,� �OR ® OR EOUAL. IN ANY WAY TO SUIT ANY INSTALLATION. OT HV CEILING INSTALLATION U;I HV CEILING INSTALLATION _. TO GLM I SCHEDULE a SHEET OR 1�♦ I MIN. 1 ___ MIN.SEPARATION TO GLASS) —I 11�a�Q�L+ SEPARATION I - (SEE SCHEDULE ON SHEET 11 I. I' EXISTING 19 FOR TO GLASS I -{I 1 EXISTING I I IL I 1 GUSS� HICFsph 1(@D I �` a I(SEE SCHEDULE GLASS—I' � \ll lid (II I ON SHEET 11) I I I 1 I I11 1 I I. ..._..__..1 i ALTERNATE. ,,`. II WALL �'"""""""' LOCATION I I I _ 1 I I EXISTING FINISH ° I II( T 3/B NIN — 1/4'1 _.._.—.___. Rll !, ]y10x3 4"HEX GLASS--I I I --1 n n ©*C7 I 3/e MW j ,_,__ & 2EC(NoK REQUIRED Max. ._ —WASH R HEAD o c l— r-, __13�OR DECK xREQUIN. ONO^�.. •"'.I: ,II SCREWS® 12" ALLOWED FINISH I D Atilu\tt\l i\\ ( - - ) y 1 nNISH ALLOWED) EDGE - - o �0-I EDGE OF DECK' ._4 TJ2 I 1 - OF I - - --. EDGE OF DECK II t I IF APPLICABLE J .. Ea EO - IF APPLICABLE,.y , 1/4"0-20x3/4"S.S. �'- --' - APPLICABLE _ - I 1/4"0 TAPCON OR •-M. -! PHILLIPS TRUSS HEAD - 2"x4"CONT TAPCON WITH ADVANCED M^• MACHINE SCREWS _ - --I .. 1/4"0 TAPCON OR TAPCON WITH ADVANCED o THREADFORM TECHNOLOGY W 1 4"-20 NUTS I I- .2"MIN, .. _ SILL PLAT / / 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM-• ,_ READFORM TECHNOLOGY W/ 1 1/2 Min. - REO'0, I I"'I OF 1 1/2"Min.PENETRATION ® 12"O.C. —2"MIN. PENETRATION OF THREADED OF THREADED AREA TO TECHNOLOGY W/1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER (SEE -------- r EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) - - -- SCHEDULE ON SHEET 15) - (SEE SCHEDULE ON SHEET 15) ♦ SEE UMTATIONS OF USE FOR HV WALK INST&LAIJ-0 �Y HV WAIL SILL INSTALLATION BLADE�ON SHEET 19 WO HV FLOOR INSTALLATION FLORIDA BUDDING CODE Non High Velocity Hurricane Zone, 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. J,�saQ��'\,\CENS �'' BERTHA HVTM B ® � ® Accordion Shutter System No.441 7� ` American Shutter S stems �#1 W/OR W/o KV WNDOW MADE —? Y H.V.EV.N DESCRIPTION DATE DRAWN BY: M.P *: TILLIT TESTING & ENGINEERING COMPANY STATE 0 63"N.W.351h.St.,St..305,VIRGINIA GARDENS,FLORIDA 3316 Association, Inc. 1 OLD 17-107 /2/2D2 DATE: 7/2/2020 Phone:(305)871-1530.Fax:(305)671-1531 4268 WestrOOds Drive 2 F �`�:z/ e-mail:tilte..OaoLaam DRAWING No CORl�1'�\� CA-0006719 West Palm Beach, FL 33407 3 2D-164 2-T` -- WALTER A.11LLR Jr,P.E. 4 S/ONA\- A3\ FLORIDA Lie.H 44167 6 !"101111 111 �)t. SEAL/SIGNATURE/DATE 5 SHEET OF 20 END INSTALLATIONS HY BLADE OR..CA) WINDOW BLADE INTO 2N47 MIN. WOOD STUDS 2'.4'MIN.WOOD 2.4'MIN.WOODSTUDS RED'.. STUDS REOV. 2 77 ne MIN. W.STUDS. WOOD MOS. 1/4 'CON ;.ORTI 0 a AFFUCAIIUE) (AS AFPUCABUE) v M 1/2'COX ExIsinNG OLISS PLYWOOD IF NO EXISTING GLA5iS I__.: STUDS Mw DIST 0 CLASS N.So­U,cN p MIN.M. 'A f" CLASS LYWa­.. ­/v"N.Cpx MN.SiPAWnW To Cum(SM SONSAUU:ON SIM PLYWOOD'. T�Z��(sZ; 111�"' m ct�(six FMSErr 1/16 11 FOR­(D" '6062t-Im LIONT. .9.COX ON SaT 19 FOR FOR—CDAND r— ON 5�1.FOR I oNqaTIqFDN C.SHOE, WALL MADM(b&(D 's nNw 11D.159 ALUM.CLOSM EERIER A MIN- T 51d) --—------- ?27 ow 1/2,S.M.S. S.M.S.PIOXI/2 .I.O.L SAIV Tq). X, ­S TO .16 D.C. 1/2 'OR SIM DUAL X FO1 R CONNECTION SIDE Sm 0 OR MAL.Y TO, TO wh= SEE MAIL X FOR- CONNECTI,N SUE CONNECTION To TRx TO TRACKS aw, 0 END CONNECTION DETAIL END CONNECTION DETAIL END CONNECTION DETAIL(7) END CONNECTION DETAIL • REQURM ONLY FM SPANS GPMTER THAN IV-0*1 2'..'MIN.W000 STUD U 1/4'0 TATXX)N ANCI­I� 610.1/2'&U.S. w * SEE LIMITATIONS OF USE FOR EXIST-NO PVKI�TRATION 0 12'D.C. pa, / �xxilo`l �TCIU TO CLASS(SEE DE(9 ON SHEET 19 �2m�N —waz ON sUnix GLA X 1 11 FOR 13ME 0- 16 OLADCSO).(0) 1 .1 WAKUDN ON UNUT 19 FOR tO.Ass(six --i TC 08OR(DO' 'FUR HAM QDR wN 6 OR it , x 0CR,,/ 0G (6'�OR(B)OR OR VIEW-1 WALJL FINISH 2*14'MIN.WOOD/ WALL VMS.'0. - FIND511 QUAIL END CONNECTION DETAIL (0 END CONNECTION DETAIL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, #T 3��NA ik. 02020 TILTECO.INC. 0 2021)EASURN METAL SUPPLY,INC. ......... BERTHA HVIM \\G EN Accordion Shutter System N0.4416r FM707EE757,:.:c:� AmSmSmAm KV. aADE#1 W1 OR W10 KV.WNDOW BLADE American Shutter Systems IEV,N DESCRIPTION DATE DRAWN BY, UP t":�.% STATE OF TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 17-107 DATE: 7/2/2020 '2rf 6355 N.W.38th.St.St..305,VIRGINIA GARDENS,FLORIDA 3316! 4268 Westroads'Geive 2 Ptwne (305)371-1530.Fax (305)871=1531 DRAWING No le" —..it:till... West Palm Beach, FL 33407 1 810 L v CA-0006719 4 20-164 WWER KTILUT J,.P.E. FLORIDA U..111 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 18 OF 20 1 it-o. s Q-i 4 •�N�_�i?A DNS AND CONDITIONS OF Uff FG a R16 Q.f l 135' r 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110,-110 P.e.f. 1 r 2.MAX.SHUTTER SPAN:B6" 3.ALLOWED MOUNTINGS, 0, C&H ON SHEETS 6,7;AS WELL AS MOUNONGS M.O,T.U&W ON SHEETS 16&17. j 44y ONLY CEHTERMATES y (BOTH W/Ee+/OR�)ARE ALLOWED WIRi 21 s r - 4 OR 5 Ley ARRM1�JJf�ED IN A SYMM AL OR OPPOSING LA OUT.IN CASE OF OPPOSING ���®� j .A1R1T,p5)MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF _ CENIERMATE� 0�20 I I - ♦ ` //�� /n� 5.(A)HV WINDOW BLADE @ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS TYP.EA. END ,li 1 'O t. / `� ll •V- ^1J� �V (3'0 HOLES)FOR Q PER BLADE AT SPACINGS SHOWN ON SHEET 4. 44, / , (B)MIN.CLEARANCE FROG�((TOP OR BOTTOM EDGE OF HV WINDOW BLADE 5 WINDOWS %x - ♦ ♦ _ •� OF ANY 310 HOLE Folk f l SHALL BE 121. ALLOWED AT HV w I I 1� rt`) ♦' 1f �l o a o MV WINDOW BLADE l� 2 I () C FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE WINDOW BLADE 1 ♦ ♦ • i N - (D)HV WINDOW RUDE @ MUST DE USED ALTERNATE TO A SOLID HV BLADEQI THROUGHOUT SHUTTER'S WIDTH. a i ♦ ♦ ♦ %1 ( (E)CE)fjERMATES S SIDE ALWAYS BE INSTALLED ADJACENT TO A SOLID HV • $ U U BUDEVI AT EITHER SIDE OF THEM. (F)POLYCARBONATE HV WINDOW®SHALL BE INSTALLED SO TZ TABS FACE d BEING Sl;,¢) SCE END THE INTERIOR OF THE OPENING B NG PROTECTED.HV WINIXIW MUST BE CONNECTION I _ '♦ • ♦ g (j,""�� ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA. DETAILS ON 5HEET5` 11 ♦ , �N; \,J INC. 10& 18 Ty 1- LL — aia,Q FULL HEIGHT. B;^ 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES z '� YP --',44' ' 1 &2 ABOVE). bgn SacI L U L U U� -CONCRETE OHR OR CONCRIETE NG BLOCK WALL ON SHEETS 12&AN SCHEDULE FOR INSTALLATIONS f13 AS POURED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). B.MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM E-1996: J(SEE PLAN FOR REQUIREMENTS) IND ZONE MINIMUM SEPARATION TO GE ASS TIP TOP&BOTTOM IV �__{�21 oR®oR(�6 •�I W _ D H _-..UNUMRED WIDTH--__...____.-____._______...-._..__.__._....__._._.___._ .. .._._._,__. 1 THRU 3 11 hti14.SEPNV.IICN TO GLASS EXISTING CUSS ELEVATION a _ �^6.251 ,(SEE Stl1EDlAE ON SHEET 11 FOR BIADEm ` —,� AND ON TNS STFET FOR BLADES Q&�A ------ ----------��-------- ----------- ---------------- 51, ;I A (2, .16.1 ��,/, SY1AM�.�TRICAL CENTERMATES 21 W/(24Z OR AND .. _.-._____.' ,• PLAN W/O (S NOTE 4 ABOVE) \ 5 JJ TYPICAL ,A) HY BLADE WORKING IN UNISON WITH HV WINDOW BLADE dA1 SHUTTER* N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2020 EASTERN METAL SUPPLY, INC. ```7`AY�IiE(II!/ ft1l,♦♦♦ 02020 71LTEco.INC. BERTHA HVTM ' oCEN :�9'- �° Accordion Shutter System No,441 7�— B L' E C ® �T'a c. >� m m Kv. MADE y1 W/OR W/0 KV WNDOW BLADE x' * AmericOn Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: M.P TILLIT TESTING & ENGINEERING COMPANY STATE 0 a335 N.W.36 n.St..St.3D5,VIRGINIA GIRDENS,FLORIDA 3316f Assoolatlon, Inc. 1 OLD 17-107 DATE: 7/z/2020 /2/z02 Phone (]05)871-1530.Fax:(JOS)871-1531 4268 Westroods Drive z DRAWING No ,_N 11:kill...0-1— West Palm Beach, FL 33407 3 20— 64 F51.... �� �CA-0006719 4 ♦,♦♦s/O•..... A�•• ' WFLORI 0. 0.#44 P.E. 5 SH EET 111 P f SEAL/SIGNATURE/DATE FLORIDA Ltc.N a+167 6 19 OF 20 777777� I 1/"x D.035'THICK Z (J] Min.ASTM2 A-653 GRADE 40E6, INSTALLATIONS W HV BLADE A HV CENTERMATES -12.000"Max. MI..G-60 GALV.STEEL METAL STUDS AT 16"O.C. INTO -METAL STUD WALLS ,3 Ui a Cil ------- _,j2- 1 .475" 1/4"o NOMINAL @ GENERAL LIMITATIONS AND CONICIffigHS OF USE r1r ALUMINUM SLEEVE __�I_f FOR BERTHAO)BY 1—@2 -BLADE ACCORDION SHUTTER 6063-T5 ALLOY 1 3/4-.6 1/4.0.035'THICK Min. 43a C .GALV.STEEL TRACK CHANNEL q I CONT. .10 6-ox. A,,! SYSTEM INSTALLATION TO METAL STUD WAL XSIV / 0 6'D.C. A-653 GRADE 40 Min.G-60 I SEPARATION 8 3 000"GALVANIZED FASTENED TO STUDS 'EXISTING FINISH 39-,, TO SCHEDULE W/(2)#6.1/2'TEK SCREWS ON 1 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf INTERIOR&EXTERIOR FACE AS APPLICABLE @ 2. MAX. SHUTTER SPAN: 84" :_ III== WIND ZONE MINIMUM EXISTING GLASS—1 1 MIN.SEPARATION 3. ALLOWED MOUNTING:(9 ON THIS SHEET. ASTM E-1996 SEPARATION LENGTH + I" TO GLASS @ TO GLASS (SEE SCHEDULE) 1�_ —2Q 4. ONLY ENTERMATE V21 W/ 204 HV LOCK ARE ALLOWED 1 THRU 3 1. (�qo U4"O -W 801-T MP.) WITH(2�1'ARRANGED A SYMMETRICAL LAYOUT. MUST PENETRATE(43)11- USE OF (2) 305 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4 1 3 1/4"x 0.035'THICK MIn.1 EXISTING FINISH od4'x 6 i� INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF C T."V.STEEL TRACK CHANNEL. AS APPLICABLE I-373' ASTM A_653 40 .050' GRADE 4 Min.G-60 CENTERMATE. GALVANIZED FASTENED TO STUDS In W/(2)#Gx1/2*TEK SCREWS ON INTERIOR&EXTERIOR FACE ! G 6"O.C. a 6"D.C.. 10-1 1-1/4"0-20 THREADS LAI`* BLADE SLACK DETAIL HVF IS ALSO VALID FOR 3 1C0 co (�o (§� 1 CONSTRUCTION 1/2" 12 APPLICATION WITH BLADED- ---------- PRODUCTS FAB—LOK HD 43 Min 1 1/2-�0.035-THICK M - 1:,VAR[ 0 6" O.C. j in.ASTM A-653 GRADE 40 97.1� in.G-60 GALV.STEEL I" I. ...-......- COMPONENTS METAL STUDS AT 76"D.C. WALL HEADER/SILL INSTALLATION EXISTING FINISH AS APPLICABLE SCALE: 3/8"= 1" 2%*.".­..., @ (Typ.Top&BOTTOM) 1 3/4"X 6 1/4"X 0.035'THICK Min. EEL.TRACK CHANNEL. 'm STEEL G. 40 Win.G-60 L _ZEXISTING GLASS 7 %.. 6__: ED TO STUDS GALVANIZED FASTEN SYMMETRYCAL SYMMETRYCAL IvIiN: S TEK SCREWS ON a 43c EPARAbON TO GLASS INTERIOR&EXTERIOR FACE W., CENTERMATES W/ CENTERMATES ;11 (SEE SCHEDULE) :% -4) INTERIOR ACCFSS SIDU"'! 1 6"(TYP.). ------ ---- ---—------------ ------ -- -------- IN 6"Min.) C4) [DJ- ----------------- ------ ­_37------ 24--—------------------—----- ----------------- --- ------------ -----—-- ------------ 2 <Y --- -—------—---- -—---- -------—------ ----- -- -- ------------ 1 7---, ----—------- ------- --- ------------------ --- ------------ ----------—----- 402 2�1 201 T 12 (2'1) LOCAfIfD A HV HEADER/SILL ENDS VIEW Y 1/�-(Typ.):--i 3 C2 4� SIDE CONNECTION TO TRACK (Cont.) BYA 6 1/2"(Typ.) 7--­- L. 6 1/2"MAX. SLACK **—-­1 EMB BLADE SLACK DETAIL HVF EVIC FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone: 02020 TILTECO.INC. 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM No.44 5Y,EW Accordion Shutter System ZFTUEc o mc. AwSwSwAn H.V. MADE#1 W/OR W10 H.V.WINDOW BLADE American Shutter Systems TIN.N, DESCRIPTION DATE DRAWN By. TILUT TESTING & ENGINEERING COMPANY — - . M.P STATE F 6333 N.W.35n.St.,St'.305.VIRGINIA GARDENS,FLORIDA 3316F, Association, Inc. 1 OLD 17-107 _LL2/202 DATE- 7/2/2020 Phone (305)871-153 .F..:(305)871-1531 2 "ZORI �11 e-mail:U10 4268 WestroGds Drive West Palm Beach, FL 33407 —DRAWING No CA-0006719 3 WALTER A.TILUr Jr.P.E. 1 20-164 0NA 1111,1 'E� FLORIDA Lie.#44167 IB� _IINSILL/SIGNATURE/DATE 5 SHEET 6 20 OF 20