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HomeMy WebLinkAboutProduct Approval Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE. t s k 0 �'0`00--10-0 s • e - o C Vim'4 d^Yd BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search F101 id2 r a Product Approvallt; �ss t 'I USER:Public User RECEIVED �l Product Approval Menu>Product or Application Search>Application List>Application Detail JUN 17 2021 X. FL# FL389-R10 2466 -- ��„ f Application Type Revision - 1 St.Lucie County Code Version REVIEWED FOR Permitting Application Status Are l ODE REVIEWED LP�LIANCE Comments ST.-LUCIE COUNTY —7 Archived D®CC 6//-7/Z/ 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 I rodrig uez@eastern metal.comrlie Copy � 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_BLADEi_pdf FL389_R10_COI COI_ASSA_BLADEI_2.pdf FL389_R10_COI COI_ASSA_BLADE3.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code 1 of 3 1/5/2021, 5:00 PN Florida Building Code Online https://www.floridabuilding.org/pr/pi_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 SummarV 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.odf 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- ertha 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_R10_AE_PER_ASSA_BLADE1.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_BLADES_2.odf 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_Z.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 Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEo employer._C_Qpydght 2007-2013 State of Florida ::Percy 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 mall 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 bet€. Product Approval Accepts: W7 ® M 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(701 EDRION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONAUTY FACTOR Kd=0.85, USING ASIDE 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 ASIDE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: HV BLADES(D& 1�BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. IN ORDER TO VERIFY THAT COMPONENTS A ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HIII USED IN THEIR GENERAL NOTES SHEET 1 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(D #0214.01-03,00715.01-03, #1004.01-05,#1214.01-05.R0317.02-06, #0509.01-10 AND #0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E—I886 AREA 2• HV BLADE T AND HV WINDOW BLADE 114 AND E-1906 STANDARDS(MISSILE LEVEL D,WIND ZONES 1, 2&3) &#1220.01-10 AS PER TAS 201, 203&203 PROTOCOLS LARGE MISSILE. MERE APPL ) —HV WINDOW BLADE Q#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND 11 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 2. HV BLADE(!)AND HV WINDOW BLADE INSTALLATION DETAILS A—F, CONCRETE/BLOCK SHEET 6 Q ® ME ENGINEERED TO WORK IN UNISON Wff1i 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#142.75"AND#14.1.75'RESPECTIVELY, 410—HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kvi YIELD STRENGTH AND LBO kai TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPUCATORS,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 kaT AND 35.7 ksi FOR END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 5005—TS 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 MBE STAINLESS STEEL 3NG CO 316 SECTION SERIES .3 CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 Mai MIN.YIELD STRENGTH AND 90 kal 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 kM MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE— WOOD SHEET 15 7, SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:NV BLADE IO : 12,13,14,15 AND 20 INSTALLATION DETAILS M—R,WOOD SHEET 16 HV BLADE D&® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S—X, WOOD SHEET 17 B.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 A5'458,179 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 RLADF I,L/{r ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEM 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. AREA 4: HV WINDOW BLADE ffi 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. LABEUNG TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;L.. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (6)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING UFE 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, (e)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(110n High Velocity Hurricane Zone; II III 02020 rLTECO,INC. ®2020 EASTERN METAL SUPPLY,INC. BERTHA HV,. O L E G O I N ®�®� Accordion Shutter System No.441 7 5� H.V• BLADE N1 W/OR W/0 H.V.WINDOW BLADE American Shutter Systems .J..' '�`�_ TILLIT TESTING & ENGINEERING COMPANY Y EV.N ^-DESCRIPTION DATE DRAWN.BY: M.P n 6J55 N.W.361h.51.,St..305.MRQW c ENS,RORI6A al16`, Associations Inc. 1 OLD 17-107 DATE: 7/2/2020 -'c'' STATE F 20-L0 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 �'• a-m II:till...Cool.— West Palm Beach, FL 33407 s - DRAWING No FzORIC `� aCA-OD06719 ,���c5'••. G�'`` WALTER A.TILLB Jr.P.E 4 20-164 --- ''n,s/ANAL '. ���` EAL/SIGNATURE/DATE FLORIDA ua.y 44167 5 ______ SHEET 6 1 OF 20 • 3'.FOR tlIINOUW BLADE VARIES ti MOX 0. 0.454" (J. 4.3135' 4.37 4AS7' 0 C1)_HV SOLID .3-7.5.7. T,HV UNIVERSAL FLOATER (5)HV 90- 1812- STARTER COVER R US # 5458179 QUALIFIED FOR USE W/ HV BLADE(l) QUALIFIED OR USE W1 C4 IECT MOUNT HV BLADE(!) HV WINDOW BLADE 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W1 HV 63-T6 ALLOY AND TEMPE -SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 BLADE @ 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER .373%. .085" Z*nr. A 2.670" .670nl 675_1 000 j PL71 I j.k1 5:; 2MV- j —-------------------- -J HY ADJ. ADAPT 0.07 _H 3-226 QUALIFIED FOR USE W/ (��)HV WALK—OVER TRACK 0 ­1120 (�)8Y_ADJ. .FLOO BLADE 1 QUALIFIED FOR USE W/ [IV 9 HV TRENCH TRACK 255' 60 - AND TEMPER BLADE QUALIFIED FOR USE W/ HV 3.75 0' QUALIFIED FOR US HV Ell. 6063-T6 ALLOY AND TEMPER BLADE T ONLY. I HV RAINQUARID -T6 6 - LOY AND TEMPER VARIES 6063 ALLOY AND TEMPER QUALIFIED FOR USE W/ 1.915' 1.9w s R BLADE Q 1.917" ; t.�A VARIES 1.936 -T6 ALLOY A D IMPER - • .083 .�...00,3 _083 .083' • 3. 6 Ch. -• __ _. I .125" 7: 060, 'Rt .�06 :670" .093" .09,3'.o IE .060" 1520' q: n1l HV CEILING HEADERHV D .521 OMLIFIED FOR USE W/ HV BLADEONLY, QUALIFIED FOR USELW O� HV BLADE OONLY 6063-T6 AL AND TEMPER FIED FOR US B DEO HD WALL HEADER/SILL SEE SECTIONS FOR VALIDI SEE S S FOR VALIDITYQUALIFIED FOR USE W1 HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 10 ONLY 6063-T6 ALLOY AND TEMPER Y t F 2. 0.1 25" 17 2- S'MAX. 1/8" 1/8" Vow 16 3" 3' 2' 5"MAX. 0.192" 0.192' 16 SIDE ANGLE B_ x -1 QUALIFIED FOR USE W/ HV ALUMINUM ANGLES le 2.5- :7"MAX.!0.190- 0.190" �JQQHHER POST BLADE 0) QUALIFIED FO USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE&ONLY BLADE 01 60153-T6 ALLOY AND TEMPER 2" •5"MAX. 0.139'1 0.131- 1 6063-T6 ALLOY AND TEMPER --- FLORIDA BUILDING-CODE(Non High Velocity Hurricane Zone' Rit V 02020 TILTECO,INC. @2020 EASTERN METAL SUPPLY,INC. — --------- ffERTHA WT,_ ENS\r v, z : .. % 7E Accordion Shutter System IZZ /15L c o , 7\ �������® KV. MAX#1 W/OR W/O KV.WINDOW BLADE No.441(7 *- S­ COMPANY American> TILLIT TESTING & ENGINEERING COM an Shutter Systems , ;i�._Z DESCRIPTION DATE DRAWN BY. M.P 6355 N.W.36th.St.,St..305.MRGINIA GARDENS,FLORIDA 3316, Association, Inc. 066 15-1�7 S-o'. STATE Of Phone (305)871-1530.Fax:(305)871-1531 4268 Westrood5 Drive 2/2 02 DATE: 7/2/2020 DRAWING No West Palm Beach, FL 33407 CA�� j -0006719 WALTER A.TLLIT d,.P.E. 20-164 f/11ON 5 FLORIDA U..#44167 _4 I SEAL/SIGNATURE/DAIE j__ SHEET 11­ ...... 6 1 2 OF 20 b HOUSING ENAMEL 1/4'-20 Z BAKED PAINTED IHREADED 0 E CAST �4.571/4-20 j'. 1/4'-20 DIE CAST 745�� A 2.2 1.334" FLAT i .74 S�S THREADED r Ojo. I HOUSING ENAMEL 1 IAN a and'llba, EIR71 TURN 0621, P.I. Quo"n 1.325" L rS CYLINDER BRASS CIYUNOM 0--i ROLE PLATED, &KEYS(CHROME PLATED) (2)l HV C NTERMATE 4� Q LIFIED FOR USE W/ HV BLADE ONLY QUA LED HV FLOATING CE E 0­1 HV LOC Oc A I 2 6063-T6 ALLOY A ER ED FOR USE W/ HV BLADEf,-1,)& UA ONLY 3-92A7 D FOR USE W/ HV QUALIFIED FOR U HV BLADE ONLY. 6063-T6 ALLOY AND TEMPER (2� HY CORNE CENTERM41E t" d)OALIFIED FOR USE W/ HV BLADE01 ONLY x250"0.0 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD EAD 518' 1 ...1756 -9?zll MOLDED TON 2.079 1.753- I'DIA0, 71 BEFORE RIVETING X6: .360"AFTER RIVETING 1/4"0--20 x 3/4" 1 W 1/4-0-20 RIYNUT* _S5. THUMBSCREW SPA I A g *SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN 2.750 2.750*_., 1. SHEET NUTSERT,PART III OB20,AS MANUFACTURED BY AVIDEL PLAN FRONT ELEVATION `_822* 0 HV. MALE "T" L c CENTERM"' L __44'r_ CHERRY TE)(TORN.PARSlPPENY,NEW JERSEY 07054 OR EQUAL LOCKER FOR "T" LOCA—UNLERMATE QUALIFIED FOR USE W/ HV BLADEOONLLDYJ HY EEMALE "T" BY ALTERNATIVE LOCK TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND —IMK. &ENTERMATE HV "T' LOCK QUALIFIED FOR USE W1 HV BLADE(DONLY QUALIFIED FOR USE W/ HV BLADEMONLY 6 063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' W/HV BLADE Q1 ONLY. BLADE 0 ONLY 1.917 %3 !i-"532 0 -UM— D. .4321 CYLINDERNDER 111,OR .2 4' .545" HEY CYLINDER 0.875"Min. HD CENJER E W NO LOC JJID CENTERMATE W/ -LOCKING ROD .405 q 0 .125'M... OUALIFI OR USE,-V/ HV BLADEi 1)& QUALIFIED FOR USE W1 HV BLADE 1 ilAI 063-T6 ALLOY AND TEMPER 6063-T6 ALL CENTERMATE'S INSERT �611 1/4-0-20 S.S.OR 3/8-0-16 QUALIFIED FOR USE W/ HV BLADEO&(g 4 6063-TB ALLOY NO TEMPER -1 AIETAL THUMBSCREWS CrAl sTHUMBTURN L') CYLINDER OR KEY CYUN DER 41, LOCKING RODns 1. I---Y-11/4-0 r VARIES,_W_MN. no QUALIFIED FOR USE W/ HV BLADE(J) _375-0 (�� lil) LOCK 6063-T6 ALLOY AND TEMPER (g FIV 3/ AGETA HV 1/4" 0— 0 AISI 304 BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. WILL REQUIRE 16 HOLE I A NSTALLATION THUMBSCREW ERIES S.S. THUMBSCREWS OU LIFIED FOR USE W/ HV BLADEO& G D ILL ACKS R EMBEDMENT IFIED FOR USE W1 HV E'l QUALIFIED FOR USE W1 HV BLADE 10 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 TILTECO,INC. @20 0 EASTERN METAL SUPPLY. INC. . . ... ...... BERTHA HVT, EN z Accordion Shutter System No.44 67 Z�Tli MFEc ® H.V. BLADE#1 W1 CR W10 RV.WINDOW BLADE N�- Aga American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY LEY. DESCRIPTION DATE DRAWN BY. M.P 613��N.W.35th.St,St-.304%VIRGINIA GARDENS.FLORIDA 33iOl Association, Inc. I OLD 17-107 DATE. 7/2/2020 Phone (305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 0 R I j West PGIM Beach, FL 33407 --DRAWING No $ CA-0006719 ­0'9�19NAL WALTER A�TILUT Jr.P.E. 20-164 # 1010ilillill yOY. SEAL/SIGNATURE/DATE FLORIDA Uc. 44167 SHEET 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV (D HV G1A 3/8"m N '.4O .-38 2..MI CLE1Wj.IJCE ._ .. f0 BLADE!"17 0825' i EDGE 11A Ian.: 1 1� HV GUIDE IA _ .... ....... 4t I ! C3`�� 0 j / \ "HV WINDOW BLADE 0625 5EYtw.'_ .0625 .0625" 1Q HV BLADE 1 =K,Z I: ni 1 K(�'� ! I\ 'm NIN[ .OG25' ,,,. ® HV LONG RECESSED NYLON BUSHING oY T OPF I laoyopz5" Y .4* HV RT ® HV NYLOON HAT WASHER BUSHING -- I QOR ® I ^�!uj0 I -�T PORTION I RI.750 I a _ i ntrnaN siba.. HV AGE AJSI 2-303 41 N B O z3 WHEEL 16AT HI THICK NYLONOWHEEL, SERIES I I ' n I�I491',{n.�40 I N 7 7/8"MINI 1 HV d X m2.B750" ..I X / (�,.., I I '`'• 3 �I-`L k}Ty'f'� i. ` -WI�NDDW 0.188"0 AISI 302 SERIES S.S. RIVEFS -I -) - 1- LLB—, '375'la BETWEEN /' .' o62s',I m3.o ^"•\, CLEA )'_�_ w _ m3.7500" SEPARARUN flll, ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR .LB--, i '^L7 DuiOE I t s13/n' -=•o52s' Y E L. I OPENINGS SEflI@N Y_Y 3 HV 2 3 4" ACCORDION PIN W 8 HEAD * 4t'• -'"' I- o / ON CENTERS .7500' 4 POLYCARBONATE IMPACT RESISTANT HV WINDOW 11 i :!-1l'Ir' -e' I '� �' BETWEEN/ / _ _ I- 1 1'" 7� N =2 1/4", E>;'�-R!4A_FlEYh➢Otl 1" -"I I I ..� CLEAN O a, ) � I TAPS I TYPICAL HV WINDOW BLADE n�AND I I j. 09 3 ! POLYCARBONATE HV WINDOW DETAIL i OOR � ,I � ® or 43 I --_—_--- '+ (SEE NOTE FOR I I I 11 REQUIREMENTS) OOR �� :p�CARt30NATE_-IMPACT RESISTANT H\/ WLNQQW F BAYER MAKROLON 3103 POLYCARBONATE * I i J i .` I Tz'MIN.cl ,cE RESINS, UV STABILIZED GRADE OR SABIC PIN REQUIREMENTS AT E�ERIOR BLADE KNUCKLE FOR ;; Y • - 10 etaDE B 1DM II INNOVATIVE PLASTIC LEXAN 103 RESIN HV Cl HV(1A O OR Eccc i. (SEE NOTE "F" ON SHEET 19). i ® ----- (1) HV PIN (9 SHAIL ALWAYS BE USED AT ALL EXTERIOR 3® W Lit �" _ I I POLYCARBONATE SOURCES FOR 44 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1(D OR I I ' 3o EXTERIOR HV 1© BLADE. TY PICAL SHUTTER ASSEMBLY Sri.; APFUCAUE RESULT 1TPICAL PRDPME5 N.T.S. L)HV PIN 42 OR 4J AT 'i i' pQTAQ10E uToul7m.Ir< (2) HV PIN (9 MAY BE USED IN LIEU OF ® AND ONLY AT 1 I ExTRIOR 1 1 Pr-x�.ol„ f"I 1( P1II5IfN: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVBLADE'S KNUCKLE. mo.32a" ? (SEE NOTE * FOR SPECTIG S-1 ASIM D792 0.043 lb/in'� 0.043(b/m' BLADE WHEN CORRESPONDING 10 INSTALLATION xl1", SHEET 7. IF� } REQUIREMENTS) KINU .Da I TENSILE YIEl➢STRENGRI ASTM DNtl 9.1.-A. 9,500 p.l. I ' I FIE%xR/y.STRFNGTH Al 1110 A6LN D%9m 12500 (3) HV PIN © OR 1S W/ 1/2" O.D. 1/16" TI IICK S.S. WASHER n 0 y> ! TT w =ULUS ASTM D790 3/0,000 p.v 1. 345,0 ­1SHALL BE USED FOR DIRECT MOUN1 INSTALLATION PER DETAIL X, McAcO SHEET O I I 11DTCI ICU QED AST.RZ50 I6—h/m 11 Fr-1N/In Tu�m+^���v snmsy WHEEL CARRIAGE DETAIL S- DENSITY AST.D2W3 47.2 i 645 x 44X N.T.S. O.REMBLY LAYOUT RATE OF DU9NING AST.D63S C-1 LASS G-I CLASS SELF IGIMM ASTM 01929 I040•E xw-T JITAULMO: /u"lAI G158 IE-LE SIRENGIH AF1ER WEAMER:NG A$IN BJtl 9]02 p.v.;. U40 9 HV BLADE SOLID & 1 A HV WINDOW BLADE DETAILS EN6ILE SREW DEFGRE WEA HERNC ASTN 636 6A61 J. N660 pv.i. N.T.S. FLONDA BUILDING CODE(Non High Velocity Hurricane Zone; II I ' 0202011LTECO,INC. 02020 EASTERN METAI SUPPLY, INC. .11 J� ,� BERTHA HVTM ......... \CEO s' r Accordion Shutter System 'LG C 01 N C. m ® ® m H.V. BLADE#1 W/OR W/O H.V. WINDOW BLADE No.44 g - American Shutter Systems EV.N OESCRIP ON DATE DRAWN BY: M.P ;• TILLIT TESTING & ENGINEERING COMPANY 6355 N.W.361h.St.,Slo.305.VIRGINIA GWtDENS,FLORIDA 3311f A9Soctation, ITIC. 1 OLD 17--107 /2/202 DATE: 7/2/2020 Ph...:(305)071-1530.ro.:(3os)671-ts31 4268 Westroods Drive 2 DRAWING No moo. STATE(F o-mm1:DllOcoeoo.mmro West Palm Beach, FL 33407 3 O006719 TILUTJ 20-164 --iji'E(`V .•. \� \' WJLLIER A.TIILR Jr.Y.t 4 s/ANAL `• ,,, AL/SIGNATURE/DATE FLORIDAuo.g aa1D7 9 SHEET 6 OF 20 nnuwl �•�'w O.1p- s ©aJw (nl> e, c> c o N N, s T D �•�(t� O *NOTES ON HV LOCKS AND CENTERMATES; _• 1.MANDATORY CONDITION /1: ONE HV LOCK13E USED AT 5,`I ! �� °X •��® OR 12"ABOVE OR BE1"OW J,[2 OF SHUTTER SPAN FOR SPANS UP TO 105�/ANDFFOR Ni STA SPAN PTIONS RTAANYSPAN ELEVATION. HV LOCK(2�or tg�MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR 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. 2. DESIRED,pS q4 OR MAY IF* USED ASEOR INSIDE AN E OR OUTSIDE LOCK. CONNECTION OFBETTER PERFORMANCE OR FOR SECURITYP LOCKS E TO UP TO TWO W LOCK USED CENTERMATES D- OR 0 SHALL BE AS INDICATED ON NOTE (1) ABOVE. y,� LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. OB-NYB I V 3. oPnONAL CONDITION J2(VAUD ONLY WHEN MANDATORY CONDITION #11 OR UMFlEn MAN NPi 'A- �� • _i Z2 IS USED W/'TWO H.V_ 1 r C10-• LOCKING RODS 0 ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY V ,0 •..'.24)OR 5OR 60R DOfl 4 -Q4�rm `,`j-' ® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS Sp OR AN ALTERNATIVE DEVICE v j MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). Y ! 4.MANDATORY CONIXRON /2. ONE HV LOCK CK ®SHALL SHALL USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK� or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, € v ATTACHED TO @ CORNER CENTERMATE W/(2) 1/40-20 x 1/2'LONG FLAT HEAD S.S.M.S. TWO LOCKING RODS $ xoc-Nvc Ir AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Q p— III g� MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE SHOWN ON SHEET 12. 5. FIRST ALl'ERNe TO ANDATO$L �jS:aoz ( I=� OR 9 • ONE ALTERNATE HV LOCK 28 MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN AND O I E1�oe � INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT Noo-lno H= OF 1/4"0-20x3/4' S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4"0-200/4"ALUM. t �y 4 -�v p RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO "' 3 LOCKS AT 1/3 OF SHUTTER SPAN. 6.MANDAIORY CONOTr10N,3 FOR KEYSTONE MOUNTIN INCY I uTONe• ONE HV LOCK 0 or®or®SHALL BE USED AT 1/2 OF SHIfTTER SPAN FOR ANY SPAN OR 1Y ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96'. AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 0 or®or 0 MAY BE USED AS AN INSIDE OR •I OUTSIDE LOCK, ATTACHED TO 0 or®SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. SEE E M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNECTND ION : ` `35° OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F El N I J K L SHEETS 10&IS +� HEIGHT LULL (.'J OF CORNER *NOTES ON HV "T" LOCKS AND CENTERMAT Sr F. 1 ,iNuuREo WIDTH -- - CENTERMATE ONE ALTERNATE HV"T' LOCK t�i( MAY BE INSTPLtEO IN LIEU OF HV LOCKS OR FOR ANY SPAN AND Qna®DR©� ]O oR®°x 10 .O3 oa 15TALLATION AT ANY ELEVATION. AL7�RNATE LOCK R Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION HVG,SHED 9, WHICH MUST BE 10•15 DR©•O3 on�{Q aR CONNECTED TO CENERMA7ES®AND®W/ 1/4'6-20 x 1 1/2" LONG S.S.THREADED BOLT W/ ©•O i©oR� O+Oa6 WINGNUT OR W/ 1/4"0-20x1" S.S.M.S. INTO A 1/4"0x 5/8° RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" 7 7 18 MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND SOTOM IS MANDATORY. i Q♦®y�♦®oR®�©W *NOTES ON HO LOCKS & CENTERMATES: 1, HD LOCK!34 W/ HO G wt:RwAmS j1 OR is2 W/C3 ; ONE ALTERNATE HD LOCK(D MAYBE USED IN UEU OF TYPICAL '1 HV BLADE SHUTTER ELEVATION HV LOCKS(24 OR!2S FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSID LOCK.ATTACHMENT OF HD LOCK TO®IS W/3 M8 x 3/8'F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS HDB- 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 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone C2020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. iL1ir11H111 TWq p+ w TM Accordion BERTHA I� es ® I el C. ® ■ ■ ■ H.V. BLADE#1 W/DR W/0 H V.WINDOW MAX ND.441I 7 �=�L� American Shutter System$ EV.N DESCRIPTION DATE DRAWN eY: NP * L TILLIT TESTING & ENGINEERING COMPANY A$$oclatlon, Inc. I OLO 17-107 T //Ti �T 6355 N.W.361h.St.,St..305,MKIMA GARDENS,MOMDA M161 /2/?D2 DATE: 7 2 202D ° STATE O Phone:(305)871-1530.Fox:(3D5)871-1531 4268 Westraods Drive z DRAWING No A-mail:txIA=umool.— West Polrn Beach, FL 33407 3 • F CA-000871D =,�? WALTERA.TILUTJ,P.E. 4 20-164 �,t,,4EAL/SIGNATURE/DATE FLORIDA U`'g°"67 5 SH5ET OF 20 p 111111 6 CONCRETE ANCHORS POURED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK; CONCRETE CONCRETE SHEET )3) REQUIRED --7/4`0-20x3/4'S.S. REQUIRED REQUIRED CONCRETE ANCHORS : MACHINE SCREWS _ CONCRETE ANCHORS 17 180fl�A(FE�YSRpNE(SEE MGUNItNG®ON SHEET 7) (SEE SCHEDULE ON W/ 1/4"-20 \ (SEE SCHEDULE ON SHEET 13) SHEET 73) i NUTS® 12'O.C. t 1,121oR14 i' I_. Min. 1/4'0-200/4"S.S. .MIn. I. y � -Ea--Ea MACHINE SCREWS _ --1I1, 1 I I I ( 1'2' 11 : USING 1/4`-20 NUTS 1 1 1 -- \j 91 EO'--E0 j _.. ® 12'O.C. 1/ E. D.• .250'Max I - pR -_, 'H ' it �13) 1� 15 I 13 I' • .250" 11 1y II II_I I I; I( i .250-Max. r 1 \ j' r I ` Max. OPTIONAL tytt'II y '1� � '�I#� ;�PTIONAL III IIt� MN SFPfPA M ID am(SEE I_So—It noIt a s¢r �t I I t ♦ i. i({, _ MIN. SEPARATION TO GLASS ti TSH BIA®AA9-I I I,--..11 1�R t I EXISTING d I sE` 19� EXISTING r(MIN. SEPARATION TO GLASS)..-I I I I _ SEE SCHEDULE ON SHEET 71 EXISTING aA»TSprt I j1 - (�� G1A55 I" 1•.I. GLASS--I SEE SCHEDULE ON SHEET 11 .. .._ __ -__..._ -. - _ I I . CA� HV WALJ HEADER INSTALLATION G�� I`� -dY�KAh—L HEADER INSTALLATION © HYWAL4 yEADFR INSTALLATION + KEYSTONE pp EXISTING -" '-' ! - -' - MIN.SEPARATION TO GLASS I•Ij I•I G��-I MN.snARAnpx t I I I ®♦ I i I i I i '----(SEE SCHEDULE ON SHEET 11) t 't - 11 I TO LkE (SEE I I I I tl - 1 OR MIN,SEPARATION TO GLASS I t i I!- !�� EXISTING SCHED - , I-1 E91ADEmINO - rlh I Ih iii I (SEE SCHEDULE ON SHEET 11) GLASS T i aN SHEET IB FOR S BAom ID&QA I I(IP�,{tI s EXISTIN GLASS—� i ll4 1 i i i , OPTIONAL y� l li"1iI1i - I ,r It I p�xD• \ iI!'"� II 1/4"I OPTIONAL III I/4'Max. E. -L_=__ A, I _ Max. lW ltkGl E.0•- -I r 111 - - 13 an 15 �'E D.* I I 1/2' TI 1 1/D' EO 1-EO-i i-- -- 1., ?12oRC� �'- --- 1/4'0-20x3/4'S.S. -Min.'. r -EO-I-EO- PHILLIPS TRUSS HEAD 1/4'0-20x3/4'S.S.PHILUPS MACHINE SCREWS USING CONCRETE ANCHORS CONCRETE ANCHORS 17 UR 1$ - •_ _.-TRUSS HEAD MACHINE SCREWS _1'_ 1/4'-20 NUTS® 12'O.C. - (SEE SCHEDULE ON W/ 1/4'-20 NUTS® 12'O.C. (SEE SCHEDULE ON SHEET 13) - Min. POURED BLOCK SHEET 13) POURED CONCRETE ' OR CONCRETE BLOCK I' - - 1'.-'�'- - 'CONCRETE ANCHORS REQUIRED WALL REQUIRED U HV WALL SILL INSTALLATION (SEE SCHEDULE ON ( HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE-FOR_S'.001NATION OE-SECIlONS: INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER + E.D. a EDGE DISTANCE H Y ASSEMBLY ♦ SEE UlARATIONS OF USE FOR �T �J`' 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPEC1nCATIONS ON SHEET 13) BLADE 1A ON SHEET 19 I.I BLADE IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone "'If (( ` 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVw �. 0,EN '� ZT�i ME O „�� Accordion Shutter System .S.AIRA.S ltv. MADE LLA�1 w OR W/O RV.WINDOW RaDE No.441 7 American Shutter Systems Ev.N DESCRIPTION / DATE DRAWN BY: M.P TILLIT TESTING h ENGINEERING COMPANY M5 N.W.361h.St.,St,.J .MR INW GARDENS.floRIDA J 16, Association, Inc. I OLD 17-107 1/2/202. DATE: 7/2/2020 :. STATE 0 Pha :(305)871-1530.Fax:(305)B71-1531 4268 Westroads Drive 2 O�•, t(D ID ��``� -maa:mteao�aal.aam P.E. West Palm Beach, FL 33407 3 -0 DRAWING No '/i,Fs'Si'••.R.... '��C.`\t� CA71LUT WALTER J Jr, 4 20—1 64 A.0067 EAL/SIGNATURE/DATE FLORIDA Lic.d 44167 5 SHEEP 6 6 OF 20 POURED CON(RLIE ANCHORS CONCRETE 1. . TO GASS(SLE MIN.0%[PARANON D gliMLLF ON SHEEr I I FOR BADE(DAND EDGE OF CLASS ('0C GC17;2C ON- SLAB IF M slim is FOR SNECT 11) Wvri(I)&Ito 0 REQUIRED APPLICABLE _XISTING ONCRET (SEE SCHEDULE ON SHEET 13) 1 OR EX157ING i �;hf , GLASS-1 ON ALTE ED- EXISING OCATION GLASS OR 10-3/ HEX WASHER HEAD i OR MlYttttTEK SERE 0 12-0 C. CONCRETE CHORS EDGE OF (SEE S0 ON SHEET 13) Fa I-C APSPLUABCA(13PLE EDGE 0 T SLAB IF EDGE OF SLAB 11 OF APPUCASLC APPUC FDGF A LL SLAB IF TO GIASS(SEE APPLCAM E POURED POURED FLAT HEAD CONCRETE ANCHORS I,FOR a—.Q)� *C FOUR D Z CONCRETE, E. D.*— CONCRETE F (SEE SCHEDULE ON SHEET 11) SONEDILE Oft SIREET REQUIRED REQUIRED ON s-Im 19 poR "J,OR ONCR E FLAT HEAD CONCRETE ANCHORS E. D.REQUIR (SEE SCHEDULE ON SHEET 14) C�) TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF S.D. HY. FLOOR INSTALLATION (1)HV WALK—OVER INSTALLATION DESIGN A.S.D.PRESSURE RATING &FOR SPANS PER V CEIL S ILLAT 0 SCHEDULE #3, SHEET 11 I EXISTING , .., �i I . --- 7 .In. S-111 CONCRETE ANCHORS CLASS to G-is N 10— f. (SEE SCHEDULE ON SHEET 15, I/1'0 IM(IOLD EXISTING Ac,WCED THREAOFORII EXISTING 111-Ti.- i .- . . 7 Ex TAPCM�/ ��m") a­ 1 0 GI ASS t I' TWINOLOGY ON pmss CLASS GLASS 1 -1/4" 13 "'TENINS 1__r_IoRs. J, Ofl - N. -W MAX. I J/4 E1,19MV. 10 --.,E.,—") FOR", pm 1/4 G.-O., p 70 T.01 VAX. 1,O.C.-FOR O.C. "0,, AND II �DSEALANT AT EVERY FASTENER MAX. ""D7 OR E (TYR)(SEC-M17 tj N SINE FOR UM ET 1,7(il RATIONS) .- 1 r ER'H�Z� MAX. .1 TFK SCREWS CONT.SEAV� Ix/4 '1' '14x3/4' HEX HEAD 12"O.C. �3/8" I SCREWS Q 9"B.C. 'I 0 1 "0 I �0 /4 -20 S.S. M.S� CONCRETE ANCHORS 3/ /4'T-2093/4'SS MS LIT 0 Vil NUT 0 9"O.C. ax. USING 1/4 -20 NUTS (SEE SCHEDULE ON f -7z #14X3/4-S.U.S.S.D.S 14) 7 1 0 9,O.C. 0 12*0 C. OR EXiSIING NON SIRUMRAL 2.00'MIN. W4L IINM(DECORATIVE OF F.D. ,ILL) IF MIN. EDGE AB (17) @ 1/2" C17> .GSLA. 1 7/8' 1 7/8' #14x3/4'F.11.S.D.S. 111I C LIE CONCRLIF ANCHOR, III NOTE 13(b) 0 9"O.C. I, POURED C NCRCTE REQUIRED IN IL IR ET I.' �'C A D OR 0 ON j, E• D CN, SEE NOTE 13(b)RE CONCRETE-- (SEE SCHEDULE ON ON t.D, COD RETE BLOCK SHFEf 14) SHEET I POURED CONCRETE ON SHEET I t')R ED TE BLOCK REQUIRNC OR CONCRETE OF ONAL POURED REQUIRED CONCRETE HV WALL FLOOR INSTALLATION I'm KEYSTONE MOUNTING INSTALLATION REQUIRED BY WALL WALK—OVER INSTALLATION +64.-12 W =MUM AS.O.DESIGN PRESSURE Mum S`11UTrCR SPAN W-0, j L 1) HV RAIN UARD INSTALIATIO t NOTE- L_T_G�, THIS INSTALLATION SHALL ME_fQ_p_C EDGE DISTANCE REMOVABLE WHEN PERFORMED LE ""I"""OH, ADJACENT TO AN OPERAS MCEXIT SEF LIMITATIONS OF USE FOR EEI 4 FOR TYPICAL SHUTTER �11:SH OR ENTRANCE BLADE�0§ON SHEET 19 ASSEMBLY 2-- MOUNTING SECTIONS CAN BE CCt.jD[N[D INSTALLATION DETAILS W/ HV BLADE IN ANY WAY TO SUIT ANY INSTAt LATION. FLORIDA BUILDING CODE(Al-r, High VelOCity Hurricane Zone] 02020 TJLTECO,INC. Q2020 EASTERN METAL SUPPLY. INC. ......... .. BERTHA HVTM liMF �o , c� Accordion Shutter System ZEc A.-S.S.Aw No.44 6f H.V. BLADE# W 1 W/OR W/O H.V. NDOW MADE - :_ y 3EV.N4 DESCRIPTION DATE DRAWN BY: LIP 635D N.W.36M Si.,St..305,""GoK GARDENS.FILO OA 33,R American Shutter Systems 1 01 D 17-107 DATE: 7/2/2020 1w TILLIT TESTING & ENGINEERING COMPANY Association, Inc. STATE F Phone (-V5)871-1530.F­:(305)87-1531 4268 Westroads Drive I 14� titte.. Tn 0 R I 0--nn West Palm Beach, Fj. 33407 DRAWING No CA-0006719 3 WALTER k TILUT Jr.P.C. V4 20-164 AL thtt`XSFLORIDA U..#4 4,67 EAL/SIGNAIURE/DATE SHEET 7 OF 20 SEE END WALL CONNECTION DETAILS ON SHEETS 10 k 18 _ oU T] 7 SO, T [ � f EXISTING GLASS INSTALLATIONS W/ (f) H V SEE NOTES LOCKING RODS , ET LOCHS®or'I �' I N **AND ALTERNATE HV LOCK®ON SHEEP 5. I.___--_— I �'-✓ III-!/ BLADE SLACK DETAIL HVF IS VAL10 FOR ALL BLADE W H V CENTERMATES CENTERMATES APPLICATION WITH BLADEQ 2) OR �_ SEE END WALL CONNECTION EXISTING G1A55 DETAILS ON SHEETS 10 & 18 I_ --�--- - - ---------------- 6 , 7 _----- ---- --- ------- -�, gw19. 3DR1s• SDP OPPOSING, 77 _ / 7 (6063—T6 ALLOY)ALUM. ANGLE W/(2) ,/4.0 TAPCON 1/2" ®+® SYMMETRYCAL i ANCHORS O CONCRETE — CENTERMATES .I (TOP/BOTTOM)e< CENTERMATES (ajp10.1/2"S.M.S.TO TUBE . p1wff S.M.S. 0 12' — MIN. SEPARATION AT EACH ANGLE.(TYP) I - B.C.FULL LENGHT. WLHV LOCK or �5. W�HV or _ TO CLASS * * (SEE SCHEDULE ON SHEET 11 , - INm — OR 22 OR �I 1• I JOR � OP OP 6 f OR B OP O OR �/ HVA HVB 1©oP®°P©«OoP© Q fO°R HYC POURED CONCRETE OR ��1 f/-E%ISTING GLAS CONCRETE BLOCK WALL S Boa 1 $oP 8 J OR j..-�_, - --------r_ _77��_ _ _ _ © _ I REQUIRED EXISTING G O O © 0 0 0 I SYMMETRICAL * I IN� ..`I`O' °fl©'O ©°" MIN. SEPARATION ''!! 8 B oR 9: m 1 9 S _ EXIS*IN m _ _itv_LOCK_ _ _INTERIOR I _ ' S ) �_ ® � N� ASS { ,) CEN_TERM_AT_ES* (Z6 ---- Q«®OP 1©«a�e oa®«tY DP To GLASS rJ -OPTIONAL (SEE SCHEDULEOR t --- ' __.Fw -..-._ _- 6) oP®«® ON SHEET 111 `_ , MIN. SEPARATION r w ^ -------------- TO G,lSS I I N OPTIONAL \\ _ _ .._ (SEE SCHEDULE �- ON SHEET 11) 1 '-- (INTERIOR) .. __.._._. E �CONCREL __ . s ANCHORS 0 C-—----- _ .—_—(-' * TAMES �J _ 1 a. f. ox • �\ 'd� � (2:) � OR I OUT 6 1/2•MAX.SLACK (EXTERIOR) HVE HVF** HVD ouT �z FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane, °1,\) Il�lll W�A 02020 71LTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA H VTM EN F'•J�% �_LrE�co ® Accordion Shutter System dt. ®S.S®A® H.V. BIADE 1 WNo.44 67 — q /OR W/o RV.W1NDON MADE _�•: T7' �`7�= TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems qEV.Me DESCRIPTION DATE DRAWN BY: MP z STATE F �'� 6355 N.W.36th.St.,S1D.303.VIRGINIA GARDENS,NARIOA 3316f Association. Inc. 1 OLD 17-107 7/2/202' DATE: 7/2/2020 Phone:(305)B71-1530.Fox:(305)071-1531 4268 Westroads Drive 2 DRAWING No %��.�'• '10R1 IP °— .11:sltee°®D°I.c°m West Palm Beach, FL 33407 3 ��i,F •' ���.?`` WAITER 0CA-006T1Jr.P.E. 3 20-164 g4jssHON1A;AtL`'SEAL/SIGNATURE/DATE FLORIDA u°.If 44167 6 SHEET 6 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK �d HV MALE/FEMALE "T" LOCKS CENTERMATES Q8) r 9 & LOCKERS at W/ O HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 h 18 INSTALLATION (1) HV BLADE �-• Ew9nND a us if h OUT 9v_.;_ � IN �� BLADE(D SIAIA(DETNL I{VF.INDICATED ON SMCE7 B. W/ HD CENTERMATES �D AS WELL AS UNNERS+L F1SYfI1NO BLADE(I DETAIL HOD�A/D, 10 a®I"©•O7 aV�IO+Ob w INDICATED ON THIS SHEET,NAY BE USED WRH MS ALTERNA! ®"©• ©•®O1 Insr TION DETNL I"E SHOWN IN THIS SHEET. SEE ENO WALL CONNECTION--- ©'07 '©°^©•CZ) DETAILS ON SHEETS 10 18 ® Oa© i (fiord 2) AYDY)NNY. • I ,® ANGLE w/(z),/4•s TAPcan 1 -_I. _ tail . " ----------IN---------(a)N.v. _ - ---- __iN_ �4)N.V.AT E4CH ANGLE.1Tm) I aro O.C.FULL.IENGHr. 30*HV T PINS(TYP.) ---._-- T O PENS(TIP)'' ONAL) •. -- ANCHORS TO CON - (OPRONAL "M)tr L_-------- ___ _ NBE G �fOd/4'S.Y.S.O 1T.• l J 4 (D�'l_.. Nn.sFPNGtgN (ad,ml/a•Os eis Two 'l Y �3�7 OLOCK (INSIDE) �J . aaiel _- �_..�3_IVr•.'._-:_._� (s¢wHFOLRE . — __— -- --_ —' -- —�' ---'- - — '- - i ON st -') _ � i • f Se/e Ij 'I----me - - OUT ' 3 �tloa 32 31 oR(32 31 oR 32 0-20 x 1 1/2" S.S.M.S, d S) �35�* (J ) SEE NOTE 6 FOR HV LOCK 3� W/ 7/8"0 x 3/32" WINGNUT. (ono—)HDB—HVB OUT HDC—HVC OPTIONAL T LOCK.ON SHEET s. x SYMMETRICAL_HD__CE.NIER-MATS 30 HV "T" LOCK (OUTSIDE) 26 5YRML�s=ETRIC9L HD CENIERMATES ]N �OC�< _(�XTERIORI W/��L0�J5__(1NIFRIOR) t SERIES 9444 ALUMINUM hYG* (2024-73 ALLOY)IAROE FTNNGE THIN SHEET N ,PART IfOB20, O ®�©•- ©♦®w AS MANUFACTURED HI•AVDEL CHERRY 1 O• I••flVl�__ 07054 ,PARSIPPENY,NEW JERSEY TWO OR EQUAL '7 O *SEE NOIES ON L NG RODS NO(a LOCKS ON SHEET S "N Rsk nwiP1G I 0IIr/1 KGo-M9 IS FOR Au a.NrrRwTrs ArnlwgNs wmI RIAnE 0 HDD—HVD** FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' t111t1111�1 yA,� 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. ,.���� ....... !r -, BERTHA HVTLI ��CENS P IL E C ® ,,,. �L.Se�.A® Accordion Shutter System N0.441 7 - H.V. BLADE#1 W/OR W/O H.V.WNDOW BLADE �• TILLIT TESTING & ENGINEERING COMPANY American Shutter System / CV.N DESCRIPTION GATE DRAWN BY: M,P *• T��w�'� 63"N.W.76M.St.,Ste.JW.VIROINN GARDENB,ilDRIM J3,BC Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/M2020 o'•, STATE i Phone:(305)871-1530.FaK:(3 ENS71-1531 4268 Westraads Drive 2 DRAWING No a-rD6a:lilteco0..I.— West Palm Beach, FL 33407 3 aA.TIL"'TB �, �(`^�/, •„ `\``\ T'lFLORI A ic.111 Jr.P.E. 4 20-164 ''/i,, ONA 11 SEAL/SIGNATURE/DATE FLORIDA Lc. 441fi7 S SHE 9 6 20 -POURED CONCRETE OR � --POURED CONCRETE � POURED CONCRETE POURED CONCRETE OR CONCRETE OR CONCRETE OR CONCRETE - - - - CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED- � REQUIRED � , EXISTING GLASS i - ! -EXISTING GLASS CONCRETE ANCHOR I EXISTING GLASS _ _� o 16"O.C. _ _ - rr _ f 2'MIN. - EXISTING GLASS n MIN.SEPARATION 2"MIN.' - TO GLASS(SEE MIN.SEPARATION i 1,1_ MN.SEPARATION SCHEDULE ON SHEET 70 (SEE E0,-14 EQ TO GLSS(SEE 11 FOR BADE®AND 1 TO CLASS(SEE t I MI'L SEPARATION SCliFDULE ON SHEET 1/16"x3'MAX. - ON SHEET 19 FOR 1 SCHEDULE ON SHEET ii i 1 SCHEDULE L GLASS SHEET OF 5 i )CONT. BLADES` _-., O& 11 FOR BLADE OAND .r ' (LOCATE AT I _._._._...__.___.�SHEEI 19 F'0.R I/2- / .-____71 FOR BLADE ORND FOR ON SHEET 19 FOR EITHER SIDE\J --_.____I11 ���D (^LATE NFR SIDE E iM N.._I �____._-___- � �ADESm&Q� '` BLADESm&Q� __ ON SHEET 19 i'OR ALUM. CLOSER _ �) 1/2"MIN. -.._-..____..___...—.___-! Q) '� ._ I 'T'USE 1'OR 2'MAX. I 1 #104/2"S.M.S. '^� ---------- �10x1/2'S.M.S. _ __ (AS APPLICABLE)x2"xt/B"xO'-2" I 1 } 1 l _-_-___- ,9-- ® 16'O.C. --- ® 1fi'O.C. I'! __-_-_ _L.,�_ ALUMINUM CLIP ANGLE =ar----.--- '` 6063-T6 ALLOY AT MIDHEIGHT - ~' 2 ---- ( ) � � (1) �1Oxt/2'S.M.S. TO -_.'-� (2)1/4"0 TAPCONS ANCHORS TO i WALL AT 1-O.C. (LOCATE AT SEE DETAIL X FO �♦ - O ®•�a SIDE CONNECTION 0 OR ELT EITHER SIDE OF®) OR ®• ! OR °`p SEE SI DETAIL X FOR OR • TO TRACKS SIDE CONNECTION P�®_�ti 1.(D nQ IQ.•®w SEE DETAIL%FOR 4 ! O,OvOwO ®n � wl-'l•�v 8,n 10•®« TO TRACKS � ®v©.Q7V6�as 8 I •®w ®«p•®vp•®w SIDE CONNECTION TRACKS O ©n®v 6 7 8 10 t 10•®«©•�«©'®« 10•®«©'V.J"'®•®« •©n©•O•®w 10•®v©•®vp.®w END CONNECTION DETAIL 10 END CONNECTION DAL 2 END CONNECTION DETAIL(�) END CONNECTION DETAIL POURED CONCRETE OR + REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' EXISTING GLASS 1� CONCRETE BLOCK WALL EXISTING 04 REQUIRED __-_ GLASS MN.SEPARATION #lri1/2'S.M.S TO CLASS(SE 1 0 16-O.C. MIN.SEPARATION Y LE ON SHEET TO GLASS(SEE _____ , _ _ = L©OR®OR OR 11 BIADEoAND CONCRETE 1/2' MIN. SCHEDULE ON SHEET Tom '-'_ - _-_"_ - _� ---- ON 19 FOR ANCHOR® `-. 11 FOR BLADE OAND ® _.._'- --"_.-. . r—__.Y, OR 1$OR(q_.. _.. ......__._._.. O g 12"O.C.. ON SHEET 19 FOR OR 0 CONCRETE ' O ANCHOR I .EO : BLADES O 0 O O.C. r�---- 1/2"MIN. ED 2" MIN. 2'MIN." 1 ♦ SEE LIMITATIONS OF USE FOR © O ® ® © VIEW- R - j --- >-�''•--= BLADE 1A ON SHEET 19 OR $OR OR ORS-v --' f 1O OR ®' ,, PLAN POURED CONCRETE OR .._-._._.__.__ y_L.._.� g. 7 w B v10. t_-_.--.___.___.�___.___ n OR 1Q DETAIL X ®«O O O ®« ®w©.Owpw 10.®n CONCRETE BLOCK WALL -- 10•npw©.®np.®w END INSTALLATION REQUIRED �1©•Oq «O O•®« _ ©•O•©«©�•�O•®« (1 HV BLADE OR (1 A HV WINDOW BLADE INTO ®• «®•®«O•®« CONCRETE OR CONCRETE BLOCK WALL E ON ®«®® ENO CONNECTION DETAIL© O ®«® ®w®.® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone '0%'t 1 w �l W 02020 TILTECO,INC. ®2020 EASTERN METAL SUPPLY, INC. BERTHA H V TM ®�®�� AcBERTHAordion Shutter System I L. E II: o No, 44 67�c"- ��—� H.V. DAX#1 W/OR W/0 RV.WNDOW aAOE TILLIT TESTING & ENGINEERING COMPANY American }Shutter Systems n.N DESCRIPTION DATE DRAWN BY: MY z o' STATE f z 055 N.W.MM St.,St'.JO5,VMINA WDEM.MOM CA 3316' ASSOC1Ot1On, Inc. OLD 17-107 7/2/202 DATE: 7/2/2020 �'• Phone:(305)971-1530.Fax:(305)871-1531 4268 Westroods Drive z O'•, F P,.' e-main tin•co®oal.00m DRAWING No �ORI! �� CA-0008719 West Palm Beach, FL 33407 J ET/] / ��•'•••••• ,��,�? WAI-TER A.71LLIT Jr.P.E. 4 20-1 6Y ` FLORIDA Uc.N 44167 5 111101111111111 i?k SEAL/SIGNATURE/DATESHE a OF 20 5CHEQULE_/E1 .GtLEIl1LE__.#2 SCHEDULE z MAXIMUM SHUTTER SPAN "L+" OR "L—" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR "L ft. FOR )NSTALLATIDr4 IEG� __WTES; CENTERMATES. ® & ® or or ( ) �R "L—" (ft.) INSTALLATIONS INSTALLATIONS W/_QPFO()I GG W/ ,MMEIRKAL CENTERMATE CONCRETE & W/ ONE H.V. LOCK ® or ® or or aNIERMATES. AT & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK QJ o®o® & W/ ONE HV LOCKS MANSORY _ POSITIVE A.S.D. DESIGN PRESSURE RATING. OR W NO LOCKING WALL A, B. C, D, E. M, N, 0, P, Q, L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES ®& W/ ONE HV '7" W/ NO LOCKING RODS ® / LOCK ® W/TWO LOCKING RODS ® TOP & (SEE NOTES t.ft) CODS MOUNTING F, K & L R. S, & V. A.S.D. DESIGN PRESSURE RATING. (VALID FOR MOUNTING Il BOTTOM SEE NOTES ,1f SHEET 7 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR //�LL ) FLOOR/CEILING G CONCRETE&WOOD INSTALLATIONS 0 CONCRETE&WOOD MOUNTING T. U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: NAxluuu uAt<Iuuu _wM CONCRETE & M &S.D.DESIGN ASO.DESIGN INS 11 ` S.D.DESIGN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, PRESSURE WALL MOU14TINC FLOOR/CEILING PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE. RATING MOUNTING RATING & RATING FLOOR/CEILING MOUNTING(P.,.I.) (R.°•r.) FLOOR/CEIUNO MOUNRNG fP•°.e.) OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (�OR-) --_ - µOR-) _ _ _ _ (+OR-) ,BOOR/WALL MOUNTING__ DETERMINE MAXIMUM SPAN "L-"FROM SCHEDULE. L 4 (ft) I L (0) L+ (a) L-(It) L, (e) L (ft) L+ (M1) L (IQ O MAXIMUM SHUTTER SPAN "L+"OR"L-" FOR 30 OR LESS 16-0" 16'-0• I6 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 SPAN BETWEEN "L+"AND 35 14-10' 1M1-10" 16,-0' 35 14-10' 14-10" 35 15'-2 16'-10' .40 13 10 _13._10" 14'-2" I 15'-2 40 -13 10__ 13 10 _ 40 14-2 15-2- _ _ CO) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13 i 13 1 13'-4' 14'-3 45 13 1 13 1 45 13-4 14-3' t HV CORNER CENTERMATE #3 MAY BE USED AT ALL MBINA71ONS IN BETWEEN WALL MOUNTINGS 50 12-5" 12 5 12'-B' 13'-7 50 12 5 12 5• 50 12'-3 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: 55 11'-10• 11'-10" 12'-1' 12--11" _55 11' S5 11'-1" 11'-11` SHALL BE AS INDICATED ON MANDATORY CONDITION #2 -'-' - --"--- "---"---- -"-__- -"" NOTE#5, SHEET 5. FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 1V-4" I1'-4" 11'-7" 12'-4' 60 11'-4" 11'-4- 60 10'-2' 10'-11` RATING: 65 10'-10' 10'-10" 11'-1" 11'-11" 65 10'-10" 10'-10' 65 9'-5" 10'-1' DETERMINE; _...... __._._,...__ _ ...._.._ _._.._...._._.... .... _.__ --__ .... ° L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6- 1O'-6" 10'-9' 11'-5' 70 10'-6'. _10:-6' 70 B'-9" 9-4" Lz+a MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1' 10'-1" 10-4 11- 75 -- - 10 1" 10'-1' 75 - 8'-9" yi - _- -_- -_ __. _ .. .. __ .._ _ 1 1 EXCEPT THAT MAXIMUM SHUTTER SPAN "L+"OR INSTALLATIONS. 80 9•-10" 9_10' 10'-0' 10'-9' 80 9'-10'- -9'-1D'-_ .._. I _- _.. INSTALLATIONS AND MAXIMUM AS.DCONCRETE TE OR 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 INS1Al1ATIONS INTO CANCRETE OR CONCRETE BLOCK RATING: _ 90 _ 9-3' 9 3' 9 5 10' 90 9 3" 9 3 SHALL BE LIMITED fS FOLLOWS: DETERMINE: 95 9-0" 8 9" 9 2 9'-10" 95 9 0" a 9 1- CONNECTIONS TO KEYSTONE MOUNTING Li-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. - 10 - - - - - LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE 100 d'-9' 8'-a' 9'-0' 9'-7" 100_ 8'-9" B'-4• La-=LATI SPAN FOR FLOOR/CEILING MOUNTING -._ .. ._... MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7" 7'-11" 8'-9" 9'-4" - 105 _ &'-T - 7 711" 110 8•-4' 7'-7° 8'-7" 9'-2" 110 6'-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL TO THE 1's s'-2" 7'-3" 8'-4" 18'711" 115_ - - -z=_._ r-3'- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "Ll+',°L2+', "L1-'AND "L2-" .. 120 8'-0" 6'__-11" 8'-2" I 8'-9" 120 125 7'-10° 6'-8' 8'-0' 8'___5' _ 125 7'-10" 6'-8" ALLOWABLE L TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALL--- - -- -- OWW ABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8" 6'-5' 7'-10" d'-1" 130 7'-8" 6'-5" MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2" -7'-s2 I 7'-9" -- 135 7'-7" ._e'--z" WIND ZONE SPACING. 140 - 7'-s" s'-n" 7-7" 7-6 fdo_ 7'-5' s'-i1 ASTM E-1996 SEPARATION .145.. .7'-3' 5'-9' 7'-5" 7'-a• -- 145 7'-3° _s=s" TO GLASS 150 7'-2" 5'-7" 7'-4" 1 7'-0" - 150 7'-2• 5'-7" ls5 7 a" s•-s" 7 z" - e'-s" 155 7 0" 1- 5 5" 1 THRU 3 166 6-11" 5-2' 7•-l" 6'-7" 160 6-11" 5-2" 165 6'-10" 5'-l' 7'-0' 6'-4" 165 6'-10' 5'-1' 170 6'-9" 4'-11' 6'-11- 6'-2'- -170 - 6'-9" 4'-11" .. _. __.. ._ _._ ..- _ 180 _.6'-7" 4 9' 6 9 6'_.a 175 6 7" 4'-9- (1) H V BLADE . 180 6'-6" 4-8' 6 8 5'-10 180 6 6" 4'-8" 185 6'-5' 4-6" 6 7 .5-8 .....185 fi 5• ..4'-6° __ _ - .. _. ... _...__.19 . -. _. 190 6'-4" 4'-5" 6'-6" 5'-6" 190 6'-4` 4'-5" .- .. - _ 195 6'-3" 4'-3' 6'-5' 5'-5" 195 6'-3" 4'-3" 200 6'-2" 4'-2" 6'-4' 5'-3' 200 6'-2' 4'-2" 265 s=�^ 4'-1" 1 6'-3" 1 5':ILJ 1 -205 1 6'-1" FLORIDA BUDDING CODE Non High Velocity Hurricane Zone `\a I UPI 11 J4wj7j' 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. MCP NJSC/T �' BERTHA HVTM P B L. E ® Accordion Shutter System N c. ® e ■ ® H.V. BLADE#1 W/OR W/O H.V. WNDOW BLADE No.4 4 1 American Shutter Systems *; TILLIT TESTING & ENGINEERING COMPANY Y Ev.N DESCRIPTION DATE DRAWN BY:MLLW. LC. w-W 6355 N.W.36N.St..Sl°.305•NRMNM GAROENS,MORMA 3516• Association, Inc. I OLD 17-107 7/2/202 DATE: 7/2/2020 s"a STA OF Phone:(305)871-1530.Fat:(305)871-1531 4268 Weslroads Drive 2 0. C(,� ,-m6II:tllteco®PPl.com West Palm Beach, FL 33407 3 DRAWING No i��•..F�0 Izp' �.�� CA-0006719 20�16 ...••' ♦ WALTER A TILL Jr.P.E. 4 G `F EA1/SIGNATURE/DATE FLORIOW Lie.#44167 5 SHEET 6 11 OF 20 MAXIMUM ANCHOR* SPACING (in-) SCHEDULE FORA PIVEN MAX. SHMER SPAN. A.S.D. DESIGN NEGATNE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCR&QZ_UZ&jZ IONS ETE OR GONGREiF ANCHORS SPAGIN• LEGEND POURED CONCRETE (SEE MOUNTINGS A.B.C.0 AND F ON SHEET 6) POURED CONC CONCRETE BLACK TAPCON OR MAAMu (A)WALL HFADER.�MOUNTING (A)WALL HEADER MOUNTING WALL HEADER MOUNTING 1) OD SILL .OUNTING UWALL SILL y{OUNDNC (C)&(F�WALL HEADER/SILL TAPCON WITH ADVANCED SPAN W/�12 W/O7 ® W/ 2i W/ 41 MOUNTING THREADFORM TECHNOLOGY (R) ASD.DESIGN NETA,NE PR6SURE PAM(N,AS.O.DESIGN NETATME PRESSURE RAING,(p'1,AS.D.DE9GN NFLAINE PRESSURE MIA:(Psl)A50.DESIGN NEG41N4:fiiFSl11RE PAYING �,AS.D.D®GN NEGATIVE PfRSSU E WIND AS.D.0E57@7 NELAiNE PRESSi1RE R1PNG(D:1 ALL POINTS SOLID-SET JO 1 40 180 75 90 120 160 205 ]0 40 fi0 751 90 120 160 205 30 40 60 75 190 120 1661205 30 40 60 75 90112D1160 205 30 40 60 75 9D 1201160 705 30 401 60 751 90 120 160I205 -'-' 14 12 10 9 8 6 1 8 6 14 12 10 9 1 B B 6 6 14 12 10 9 B B 6_ 6 14 I2110 9 1 8 B 8 14 12 10 9 B B 6�S.S B_) a B B B 8 _7 5S _ BLUE TAP 3•-0` 14 ;2 10 9 8� B 6 6 14 i i2 10 s E e s 6 14 12 10 a .0 I B 8 6 14 12 _10 9 el 9 6 6 '14 /2 10 e 8 e 6 B 9 6 a I-B 9 9 B I a TAPPER+ _ _ -.. _ __ _ _ _ _ _. _ It _ DR LESS 14 12 10 9 B 8 6 5 14 12 7D 9 !8 6 6 B 14 12 10 B ,B B 8 8 14 12 10 9 B B 8 3 14 12- TO 9 I B 8 B 8 6 6 e B 8 B B_ _65 14 12 10 9 e 8 6 6 74 12 10 8 a a 6 6 14 12 110 9 8 0 B 6 14 12 10 9 5 B 6 14 12 10 1 9 1 B 1 B 6 8 B B 8 B 8 B I B 7 14 12 10 S. tl_ B fi q 14 12 10 9 B 9 6 6 /4 12 10 9 e e e a 14 12 10 B B 7 ib 12 10 9 B 7 55 B B 8 B 8 7 55 4 4,-0" 14 12 1D 9 B 8 6 { 14 12 10 9 8 B 8 6 14 12 10 9 8 8 6 6 14 12 ID 9 B B 5S 14 12 10 9 0 B 6 6 a 8 e 14 72 10 9 0 B 45 __7{ 12 10 B_ 8 B _8 4 14 12 10 9 B B 6 6 14 12_ 10 B B 6 14 12 10 B e _B__B e B B _8 _8 B_ 6.5 5 14 12 10.9 B 8 8 4 1{ 11 f0 1 9 8 B 8 8 14 12 10 9 8 8 6 6 14 12 1D'I 9 B 8 14 12 10 9 8 8 6 8 8 B 8 B 8 7 8.6 14 12 1D e B 0 4.5 - is 12 10 9 8 B 6 J5 14 12 10 9 0 8 6 6 14 /2 10I 9 75 i = 1{112 10 9 �75 5.5_ B_ 8 B B 75 55 4_ 3 * SEE ib 12 1D i 9 0 B 45 14 12 ,0 9 e 6 6 J 5 14 12 10 9__B 0 6 8 14 12 10 B B _7 14 12 10 9 8 6__B 0 8 BB B B B s ANCHOR $•-D" 14 12 10 19 8 SS 14 12 10 9 8 a 4S 14 12 10 9 e 6 6 5 14 12 10 9 B 3 - 14 12 l 10 9 B 7 8 B I B B B I 4" SPECIFICATIONS .. -._ ... _ _. ___ ..__... _- _. _ _._� _.._.. .._ .. ,.. 14 12 1D I B 8 B 4 - 14 12 10 9 B a 6 35 14 12 10 9 B I B 6 B 14 12 10 B e l_ 14 12 10 9 6 7S B B B B 0 I75 55 4 ON SHEET 13 14 12 10 9 8 15.5 3 14 12 10 9 8 e 4.5 - 14 72 10 9 B e 6 6 14 12 9.5 75 4_ - - 14 _12 2.5 75 65_JS _ 7.5 _65 45 35 - Li'-0" 14 12 10 1 9 a 6.6 14 12 10 9 8 e 4S - 14 12 ,0 9 B B 6 6 14 12 10 B 8 4 - 14 12 10 9 B B 1 4 B 0 B B B 8 0 7S 14 12 10 1 9 6 3 14 12 10 9 B B _- - 14 12 10 9 8 8 SS J.5 14 12' 10 9 45 - 14 12 fU"9 75 4 8 8 8 B 75�55 4 J 14 12 i0 1 B 8 5 - - 14 12 10 9 B B 4 - 14 12 10 B B 0 0 5.5 14 12' 10 9 5 - I- - 14 12 10 8 0 4.5 - - B B B 0 B 8 4.5 14 12 10 9 8 4 - - 14 12 1019 B 651 3 14 f2 l.:10 9 8 B 6 _ 14 12 B 45 - 14 12 9 65 55 _-_ B B B 65 55 4 3 _- 7'-0" 14 12 i0 9 B 4 - - 14 112 10 9 9 BA 3 14 12 10 9 8 a 6 - 14 12 1D 9 e - _ 14 12 10 9 B 7 - 0 6 I B 0 8 B 7S 6 14 12 10 Ii 45 - - - 14112 10 9 8, 4 - 14 12 10 9 B 9 6 I- 14 12 l0 i. I- 14 12 10 0.5 7 - i 8 _8_{ a.. 6 05 5 3.5_- 14 11 1U 1*9 7S 3.75 - - 14 12 10 9 8 6 - B B a e 7 5 4 - 14 12 10 B 5.5'3 - 14 12 10 9 B 45 - - 14 12 10 B i e 9 - 14 11 _7 -I- - 14 11 7_5.5 J5 - 8 B 7 5.5 4.5 3.5 - - 14 12 -10 865 14 12 10 B B 45 - 14 '1Pf0 B fi a +_- 14 12 107 4_ f - 14. 12 fU 98 3 -1 e,_e 8- B IB 7.57 4 8•-0" I - -'�-'- -- - -`-� - - 1-- ) - 4 SEE LIMITATIONS OF USE]FOR 14 12 10 55 J - t 14 112 110 f1 a - 14 12�16 B e SS - fa 12 &5 3 - -i - 14 12 8.5 7 4 - 8 8 8 7 65 4 J _ _ _ ._. j _ SHEET I 14 12 f0 9 5 - - 14 12 110 9 8 4 -1 14 12 10 B 1 8 0 I- 14 112 9S - - - - 14 12 9.5 7-9 4.5 - - - 0 E '0 7S 6 143 - LADE 1A ON 14 12 10 6.5 I4,5 - - 14 12 110 9 76 {{ 14 12 10 9 8 I - IJ 125 4 - - - 13 B5 65 5 - I- B B 6.5 5 4 13��1jj - 9,-O" 14_ 12 10 B.5 4 - - - 14 12 10 9 7S -1 14 12 10 B 8 - 14 12 10 5 = _ _ - 14 12 10 9 5.6 0 8 a B I 65i 6 3 14 12 8.5 4 - - I(- - 14 12 10 9 ,45 - 14 _72 10 _9 7.5 - 14 115_4.5 - - 14 11.5 7S 6 - I- - 0 8 7.5 6 S�4 - - 1{ 12 10 6 4 - I- - 14 12 10 9 1 7 14 12 10 9 8 - - - 14 12 5 - - - - - 14 12 8 65 B 8 I B BS SS 4 - - 14 12 9.5 5 JS - - - l4 12 9 552 10 9 8 - 16 B.5 - (- - - - 115 8.5 55 - - - 8 B I SS 4.5 3510'-0 419.5}53S -1- 1{ 12 10 9 t5S14 12 .10 9 B _ .- 4 12 7 - � 1 - 14 112 10 75 5 - -1- a 8 E B 87.5 4.54 14 12 5.5 3 - - 1- - 1{1121:10 10 16 1 14 12_t 10 9 6 1 Iy- 14 10.5 3 - 1- - 14 10 5 7 3S - - - a 8 7 5.5 4S 1 J.S - - 14 12 9 4.9 3 - - - 14 12 10 9IS I- 14 12 10 e B 1- 14 11 - - - - 14 11 75 - - 0 8 7.5 6 5 - 14 12 7 - - - I -r 14 12 ,0 1-_ 14 12 10 I-_ - OS B_ - - - 1051 B 5 f B I B 5 4 •35 - _- t,•-0" 14'12 7 - i- - - ,4 112 ID L- - /4 12 10 - I= fa 12 5 - - - I i4 12 1 101_=- 8 1_e 8 i B B 7 3.5I 14 12 4 - I- I- I- I4 12 10 - - 14 I12 10 - I 25 9.5 - I •2.5 BS_B - a 8 6 5 4 3 -t - I 1 4 _. _ ..- 1 14 12 65 - - i- - 14 12 10 -I- 4!-12 10 15 10 14 10 7 -�- B 8 7155 4.5 - 14 - 14 12 10 - I __ 14 12 I10 - - - - 95 7 - _I 7 35 - ! tl 7 4S 39 J14 __ 1 5 - - 14 12 10 - - 1 14 14�10 - _ - 1 - I2 _4 _ _ d`12 70 - - 1 B 868312'-0" 14 i 12 J - - I- 14 12 a - _ 1 12i10 - - - 12 5 9 11.5 5 1- - I- j...7_[' S(9 5 45 - - - B B i B 537 4 ;4 ;z 5 I _ 1:- ';� 14 ,'z' - ; ;2'= I_I _ ; 82i I'j= L= are 85:as e 4.5 = _ 1 HV BLADE OR �1) HV BLADE 13'-0 I 1412 - �.-.1 14_.12'_ - -I. -..I-'1o.9IB - '- -.toy S - I _ _ _ B_...8 S 4)3.5 -I _ W/ 1�� OW BLADE l �- 14 12 - - 14 121- I- - - - - - I- - - - - 8 '8 5.54.51 - -� - - H WIND 14 12 - �- - - i_ -11-4-112 _ �_ - = 14- ,z 1- - - B 1 - i- - B 6 -_i_- s...e. 4 ..J..1..- - - - WORKING IN UNISON 14 12 - - - - '- - 14 12( - - - I- 14 9 - - 1- 14 12 I I- - - B 8 B 8 75 4 - - 14�-0 14 7 - `- - 14 12 - - _-i 14_ ,2.i- - I- 10�I 4 - - 1- 10 7.54 (_ - - - 6 7.5 5 4 J.I - _ _ 14 115 - - - - 14 12 - - - 14 12 - - - - OS 4 - - I- 105 B - - - e.. R 5 4 - - - - 1414 -I- .. 14 - - I - - 751 -I - 75 1 - ! - - 7315.53.5 - 1414 I - i- - 14 - _ .I._ II - - 1 a -I. -� - 14 - I - a' a a 7 7 i 1.5 - - 14 - - _ _ i_ _ 1q -,1- _ _ f4 _ I_ _ _ _ 9 _ _ _ _ _ 9 I-t-(- 0 I 7 4.S 13.3 ] 1 14 - I- - I- I- II- 14 - ---_"-- - 14 _ _ --l-77 lt:- to I- - -...- ._ _ 1D I- I_. .-+_. i- - f17.5 Si a" - - -I - 14 ..I.- 1- i I.' 14 1_ 1q _ _ _ _-t I _ _ 14 I I- 1 14 1 -1 0 6 B5175 -6 3 is,-0 14 _. 1- _ _.{ I -f 14 - - ..{ = e - - e ! B 65 4.JS I 14I- 1- I- f- 14 ...- I- i- - - - - 95 i..,_ - 1- -,- - 951- -�'_ -__ _ 13..7 {s -1 -1 -1 - J FLORDA BUILDING CODE(Non High Velocity Hurricane Zone, a,11,i11111JIHi1� /''' 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM `��.P� �; 9 '� C® Tay �.�.�.�® Accordion Shutter System ��CEN No.441 _ KV BLADE#1 W/OR W/O H.V. WINWN I�DE TILLIT TESTING & ENGINEERING COMPANY American Shutter S stems Y EV.No DESCRIPTION DATE DRAWN BY. M.P _* '? �� Association, Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 %-,D STATE 8355 N.W.161h,51.,51e,105,VIRGINIA (305),1-154 JJI6' Phone (JO.-.oil:UK .Fox:(305)871-15J7 t Pal Beach, Drive 2 DRAWING No .-.oil: 00 6719.ecrt West Palm Beach, FL 33407 3 20-1 64 '��GRI ••����� CA-OOOG719 1 %,SS�ONAI "N7��`` - WFLORIDA Uc.l#44167E S SHEET 7�pT �1 EL SEAL/SIGNATURE/DATE 6 12 OF 20 MAXIMUM ANCHOR* SPACING �D 1 a FORA •INN AAY cH TITTER SPAN. #SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS D URE RATING AND A CORRESPONDING MDUNIING TYPE FOR OONCRETE OR CON METE 9=I'cr 11eTT NS (SEE MOUNTINGS E.C,&H ON SHEETS e& 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED Wcommw oLDd( (A) TO EXISTING POURED CONCRETE:(Min.1.O-3 kei) MAXIMUM [)WALL SILL MOUNTING G CEILING MOUNT O FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Min.Fc 3 k.1) SPAN 1-O.LUETOIAI SPACING• E•F74D - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min. Fc m 3 ksi) 00 ASD.DESIGN NITATNL PIT RE PA9NG Ip f 4fi0.DESIGN IT PRESSURE RATING�A.S.D.DESIGN NEWIVE PRMSURE RATING(Est - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.Yc-2 kei) OR 30 40 60 75 BO 120 1801205 30 40 60 75 961120 160 205 301 40 60 75 BO 120 160 2 ADVANCED - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY All POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY t♦ 72 to B e B 6 55_ 14 12 110 B B B s b 14 12 10 e I e B fi 6TECHNOLO OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC.(Min.f'c =3 Wi) 3•-0 14 12 10 9 B_I 8 e 6 14 12 10 9 0 8 6 fi_ 14 72 f0 _9_ B B 6 6 SOLID-SET NOTES: OR LESS 14 12 10 B e (e e 6 14�12 10 9 B e 8 e 14 12 10 B_ 8 B�_ 6 5W CAP A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 B 8 8 .6 7 14 12 To 8 B B 6 e I 12 10 B 8 8 6 6 / ANCHORS IS 1 3 4,I NO FOR BLUE TAP W 14 12 10 9 8 7 5.5 J.5 14 12 10 9 8 8 6 6 14 12 10 B B 0 6_ 5 R+ / /CAP ANCHORS IS 1 1/2'. I4 12 10 B -6 B- '8 5_ 14 12 f0_ 9 -6 9_ 8 8.._14 12 f0_ ,B B B _5- 4'-0- 14 12 10 -9 6 6 fi 4 14 12 I0 9 e e s 45 14 12 10 e 8 b J.5 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 --------- --- - -- -,- 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 14 12 t0 9 8 8 6 C5 14 12 f0 9 B B 6 5.5 14 12 10 9 e B 6 45 14 12 10 9 7.5 55 13.5.- 14 12 10 9 Bll. B 6 5 /4 72 f 10 9 8 7 55 4 1 MINIMUM FOR WADS WTT11 NO STUCCO. 14 12 10 9 0 8 6 6 14 12 10 9 8 B 6 b.6 14 721f0 9 B 8 6 4S �E&ONB SHEEr 192 - - -. - ._ _ .. - A3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS E ANY VENEER BE FOUND ON THE EXISTING WALL S FLOOR, to ii 1D s B 7 4 - 11 ID B e fi5 5 35 i4 12 10 B B5 6 J.5 7 ANCHORS SHPIl BE LONG ENOUGH TD REACH THE MAIN STRUCTURE BEHIND SAID WALL FNISHES.ANCHORAGE SHALL BE AS INDICATED ON j NOTES A7)&A.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 10 9 8 75 a.5 - 14 12 16 9' 8 B 6 4.5 14 12 10 9 18 fi i.5 J.75 14 12 19.5 17.5 16�5 4.5 - 14 12 10 9 8 7.5 55 4 14 12 10 e e 6 4.5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 6-0 4 12 To 9 fi_ 8 8 14 12 IO_ 9 8 8 8 5 14_ 12 10 8 65 5.3S 14 12 10 B 7S 55 3 - 14 12 10 &5 7 5.5 4 3 14 12 8 0.5 5.5 4 J (9) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 14 i210 6 -6e 14 12 10 9 �8 6.5 5 3.75 14 Ti i0 5.5 8 6 4� - - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 12 B5 55 3 - - 14 12 10 9 0 6.5 4,5 3.5 14 12 10 e 7 5 3.5 3 - 1/4'0 XL 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. T-0' 14 12 1,8 0 9 e B 14 12 t0_- 6 B 7 5 a_ 14 12 10 9 75 55 4 3 - 1/4.0 BLUE TAP CONCRETE ANCHORS W CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 l0 8 I6.5 4 - 14 12 9 75 b 4.5 S6 705 i 5.5 45 35 __- - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY l4 12 70 8.5 7 4 - - 14 12 tU 9 75 5.5 4 14 12 6 7 75 4.5 - - OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 55 46 - 14 12 to 75 SS 4 14 12 . 7 6 i4.5 J - NOTES: 14 11 TO e . 65 14 I- IO_ 8 -e. 4 14 12 10 :5 6.Si 5 35_- B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 1285 7 5.5 3 - 14 12 8 65 55 4 3 125 95 6 5 �' 3 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 14 12 9.5 75 B - 14 Ili BS 8 16.5 5 - t4 12 0 6 16.5I 4 1S '12 10 5 8 - - - 14 12 t0 I e 8.5 4 - - 14 12 a fi_5 5 4 B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 12 10 9 8 - - 14 12 10 9 76 'f 14 12 05 7 55 4 9. 14 i- -.... _._ _ ._ EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 14 i11.5 7.5 B 4 - - - 14 11 7 55 S 3.5 11 B 55 4.5 36 - _ EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. _._ -.. .. _. - 14;12 B 6,5 4.5 - 14 12 BS 7 55 b 14 11051 7 5.5 B 45 - 1151BSI55I 4 - - I- - 14 12 I B 7 6 45 14 i 11 7 5.5 45 S.5 _ - B.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 10'-0 14,.112 to 19 7.5 - - - 14 12 10 8 65 5 f 14 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 1 __.._ .. I . ._.T _ _ -_ - NOTES 0.1) &B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR E1FS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 105 7 5 S.S - 1 J B.5 6.5 5 4 S 10'75 5 4 J 14 14 115 B 6 S 4 - 2.6,9.5 6 5 4 4 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. OS 8 5 I- - - - 141t2 8 6.5 5.5 4 _ 13110 ti5 5 4 S - _-_ 11'-0 i4 12 70 - _ - - 14 12- _B_ 7 8 45_ l4 105 7' 5.b L45 35_ _-__- (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 12.5.95 5 - - _ 12 B 6 45 4 3 - B 7 45 3,5 3 _ 14 10 7 - - 14 105'7 55 4.5 11.5 85 55 USj375 -•- (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 95 7 45 - i- 14 11.517.5 8 5 I 121 B 6 4.SI 4 - 12'-O la i2'to - ,.-. la 12 6 65 6 f.-. i3 1 io'6s-s 14 _-f EDOE.Dl$.TANCE_VERSl).5_SP9G1t1G_.SGHED111F...E9J3-AtlSdiDRS: 1( 15 B5 45 - 11 18 5,5 4 }5 B 64 3 1- MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 13 9 5 6.5 15 4 - 0.5 B 5 4 - - - I- BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 65 - 14 105 7 55 451- I 11 B5I .5 4.6 SS - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATE[)FOR EACH ANCHOR TYPE. 13'-0 14 1 2 - - - - to ns i.5 e s _ B 6 as_ 4 - - FACTOR 10 5 8 - 1 I. 7 5 5 4 ] _ 7 5 5 5 4 S - ACTUAL TAPCON WITH ADVANCED 26 65 - - - I 12 B e 45 4 f15 7 s 4- -- EDGE TAPCON ALL POINT SOLID SET BLUE TAP W CAP TAPPER + EE THREADFORM TECHNOLOGY / B 6 I- - 1- - IJ 95 fi5 5 - 10.5 75 5 4 I _ - HY DE OR DILTANCE MIN.SPACING l4 12 _ - to 705 7 55 71 _5 55 4.5_ r - - E.D. MIN.SPACING-3' MIN.SPACING-3' MIN,SPACING-3 1/2' MIN.SPACING-3' 3 3/4' 4' 14'-O tD 7.5 _ I- i -_-9- 7 4.1 S5 7_ 5 35 3 I -' D POURED CONCRETE& pq�D SE E e= POURED CONCRETE& POURED CONCRETE& 115 8 ,- 11 8 5.5 45 - B 65 4.6 - - i ` CONCRETE BLOCK MIN.ED.•3 t/2'MN.ED.+21/2' CONCRETE BLOCK CONCRETE BLOCKPOURED CONDREEM 28%7 7.5 - _ _1 ,,_, 12 9 6 9s 7 4.6 - - - p( I 0.' 0..3 MN E0..J' 15'-0' fi - I - ... 10 fi__5 _., 10.6'a 1 5 I _ _ BLADE WORI(HY O G 3 ...W LIM E1.0 J' 0.90 1.0 _ �E0781 - 1.0 0.84 1.0 9 - - 85 6S a - 6.3 5 + 3 -- 2.1/2- - 0.81 1.0 - -- -IN UNISON ® __ _ _ _._-- - -. - oa7 1.0 10 - - - - - - - 105 a 5._. ___I _-e-s b 4 �- -I-�_ _ z- - 0.71 - 15 65 5.5 0 I65 46 - 16•-0 14, -t I__ - 126 96 6.. ..._. 10 75 5 - 1 - ___ ..._ . . _.. .... .......__. ._ .._ _ 043 ._1111 ..I ��/4. ..(181 e -. .. - i-- 1 8 B a I g f45 J.I._. i `.. ... ..1 1 2' 0.35 - - - - 0.35... - 9.5 5 - - - 6-i e a I- - I- ;!- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' V011 ligil1 jIMN7j 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. �•������ (�: ��/l BERTHA HVTM cEr SF '�' _ ® i Accordion Shutter SystemaoE .No.44 67 = Hv. a11 w/OR w/o Hv.WINDOW BLADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems CV.N DESCRIPTION DATE DRAWN BY: M.P a' 6355 N.W.36th.SL,Sto.303,VIRCNIA CNtDENS,FLORIDA 3316t Assoclotion, Inc. I OLD 17-107 2 202C DATE: 7/2/2020 STATE L •. Phone (305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 %0.,' '40RI)P. a-mall:mee4o®enl.com West Polm Beach, FL 33407 3 DRAWING No CA-�S`�••••• 'e.ter`` WALTERR AOTILLITI Jr.P.E. 4 AS NX FLORIDA Lk.�44167 5 20-164 A/Y'ff........ R1 SEAL/SIGNATURE/DATE 5 SHEET OF 20 MIMUM ANCHOR* SPACING (in.) SCHEDULE E FOR A GIVEN MAX, SHUTTER SpA 1 A.S.D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRIM OR QONCRETIE BLOCK INSTAL I ATIONS (SEE MOUNTINGS L J.K&L ON SHEET 7) POURED CONCRETE RED CO CONCRETE BLOCK mmull M0ijt(I1WAlK OVER& I7)TRENCH ORAINGUARD MOUNTING KQWALL/FLOOR MOUNTING L WALL ALK OVER MOUNTING ANCHORS SPACING IEr.ENn SPAN EGM Rd M __ .. ... _. _...__ 0 TAPCON OR (� .D®GN!&DINE PRLSSIME PATING,(Pd ASD.DE9p1 t$fATNE PRF38WE RVB1G(p7f ASD.015101 NFG4TNE PRESSURE RAZING A.S.D.DESIGN NEf,110E PI✓FSURE luiwc lDe1 7APCON WITH ADVANCED 30 140 60 75 190 1201160 205 SO 40 60 7S 90 1201160 205 30 140 180 75 90 120I160I205 30 40 80 175 190 120I180 20� EADFORM TECHNOLOGY 14 12 10 B 8 a 16 6 12 12 12 12 12 15 85 65 _�7 7 7 7 5.5 5_1 5 13 5 5 5 3 0" 14 12 10 B 8 B 6 6 12 t2 12 12 12 12 95 7 717 7 7_ 7 7 7 7 b 515 5 5 5 5 5 ALL POIN :R LM 14 12 10 8--8 a 6 5 12 12 12 f2 05 8 6 4.5 7 7 7 7 7 7 6.5 s s 5 S 5- s 5- 5-_ BLUE TAP t4 12 10 9 I `B 6 6 12 12 12 12 12 10 7.b 6 7 i 7 7 7 7 7 7 5 `5- 5 5--5 5 TAPPER+ ------ 14 12 10 B 8 B fi 6 IZ 12 12 12 71.5 B.5 8.5 5 7 7 7 7 7 7 8.6 4 5 5 5 5 5 5 S 4 .-- 4,-0. 14 12 10 8 e B fi 6 12 12 12 12 12 85 7 5.5 7 7 7 7 7 7� 7 7" 5 _5 5"5-_5.__.5.-5__ 5_. 14 12 10 B 8 8 8 6' 1Y 12 12 95 e 8 4.5 J.5 7 7 7 7 7 7 6.5 5 b__5_ 5 e S 5 5 5 14 12 10 B 8 8 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 -7 7- 7 5.6 5 5 S 5""5 6""1 5 14 12 10 8 B e 8 e 12 12 12 111fe 7 54 7 7 7 7 7 55 4 J 5 5 5 55 S3 5'-0- 14 125 e e 12 12 12 1210 i5 SS 4 7 7777777 5- 5 5 5" 5 14 12 10 9 B B 581212 95 758 45 35 7 7 7 7 7 7 5 3g b 5 5 5 5 5 $ ; 14 12 10 B B 8 8 6 12 12112 93B 6 {57 7 7 7 7 7 53 4 3 S S S 'S 5 5 4 14 12 10 9 B 8 B 8 12 12 1S 9 75 15-5 4 3 7 7 7 7 7 45 35 5 5 5 5 5 !S 35 - 14 12 10 9B 8 e- 6 12 12 12 10 B6 43 SS 7 7 7 7 7 7 7 75 5 i 5 f 5_ 5 5 5 5 SEE ANCHOR SPECIFICATIONS " - ON SHEET 13 14 12 10 9 8 8 6 6 12 12 8 B 5 4 J 7 7 i 7 7 53 4 3 5 5 3 5 5 ! 3 14 12 10 9 B B ..5.. 6 12 74 10 a 8.5 5 ,jS - 7 1 7 7 1 8 4.5 - b 5 5 5 5 5'4,5 - 14 12 10 9 I _ 8 8 6 12 112 10 8 8,3 5 J_ 7 7 1.7 65 5.8 9 - S S 5 S S 4 3 - 7-0' 14 12 10 9 8 8 6 6 12 12 12 B5 7 5 4 d 7 7 7 7 7 7 �7 8 5 6 5- 5.._5_ -5 5- 14 12 10 9 __B B e 6 12 f 0 &5 5 4.5 3 7-1 7_ 7. 7 6 b 5 J 5 5 5 5 5 5 J.5_ J 14 12 10 9 B 8 8 6 12 12 AS 7 5.5 4 7 1 7 7 7 7 5 - 5 5 5 55 5 '4 = VAUD ONLYFOR UP 0 14 12 10 9 8 B 8 - 12 12 a5 7 5.5 4 3 7 7 7 55 t5 3 5 g S S 45155 - -7 - I - -- - I _ O PSF A.S.D DESIGN PRESSURE 8 0 14 1T 10 9 8 B 1 8 - 12 12 10.5 6 45 JS 7 7 7 7 7 7 7 1 4 5 b 5 S 5 S 5 5 OR SPANS PER _ _ - RATING & F R 16 1] 10 9 B B 8 - 12 9 8 I4.5 4 S _7 7 7 7 55 4 - I 5 S I S {S S 4 3 SCHEDULE {f3, SHEET T 1 14 12 10 B 8 8 6 - 12 11 7,5 6 -5 .75 7 7 7 7.5 6 45 -1 5 1 5 1 5 I S 5 43 14 1;2 10 9 8 B - 12 17 7 ( 54 - 5_ 5 5 5_ { 3 - 14 2. 10 9 8 B - 12 1Z 9.b 65 55 4 1 J 7 17 7 7 7 7 6 3 S 5 5 5 5 5 5 fi- 14 12 10 8 B 8 - OS B 5 4 36 7 7 .7. 6 5 JS - 5 5 5 6 5�4 3 14 12 10 8 8 B - - 12 10 6.5 5 4.3 - I- 7 7 7 6.5 �.5 5 5 5 5 5 4 1{112 110 9 e e 1- I- 12 110.5 7 5.5 4S J.5 I- - 7 17 5.5 4.5�3b - - - 5 5 5 4S JS I- - 10`-0�11_.12!10 B 8 B - - 12 11 8.5 8 3 J.5 - 7 7 7 7 7 7_I45 5 5 5 5 5 5 4.5 4 12;10 B 8 8 - 9S i 4.5 S5 3 - - - 77 7 5.5 4S - 5 15 5 46 35i14 1210 9 8 8 - - 1YB. _e 5..4 _.7 7. 7 55J_�5 9 45 .5 _.._ .._ 14 12 110 1 9 I B e l- f2 BS 6 5 4 J _ 7 7 5 4 J - - 5 5 5 4 - 11 0 14 12 10 B 1 - 12 10 7 S S 4 5 35 I 7 7 1 7 7 7 7 J.5 5 5 5 5 5 5 S -J) - 8S 85 4 SS S 7 7 6 5 4 _ S 5 15 5 4 3 _ 11412 1019 IB B - - 11 B 6.5 4 - 7 7 7 S.S 45 5 5 3 5 4.5 1- 14 l2 10 9 I B - - - 16 85 5.5 tt46 JS - - „7 7 45 J.5 - - 9.. S 4S JS J.,I - "l 7 7 12 0 14 12 10.. .s..I 14 12 B - - I- 10 7.S 65I 4 14._. J i 7 7 5.5 5 13-5 6. J .-. 5 .5 1 5 5 14 J 45 J3 _ 12 V BLADE ONLY 14 10 9 8 - O S b 5 { 37 BS 4 S 3.5 -14 11 1l1 98 - 1585 6 4S 3S 3 - i 7 7 745 - 55 S[11� . ._ ._ 13 0 14 12 To- e 7 5.5 is 3 I- 1- �- 7 f 7 5 4 ] 5 5 5 ! 3 14 12 10 B 8 - - - 9 7 4.5 ,75 - I- - I- 7 7 75 5 - 14 12 10 B - - 10 7 S 1 5 4 1 3 I 7 6 4 3 - 5 5 4 3 - I- f4 _12 110 B - OSI B I5.5 4 JS I- - 7 7 7 7 7 4 - S_ S S 9 S 5 4 3 14.-0"14 1z 10 9I- - 65 51,3 I- 7 7 - f4 12 10 9 - - 85 8514 �.-., - I- - 7..7 5 I4 - 14 12 10 - - B 7 4.5 35 S - 7 53 35 1- - 5 5 135 3 - 7] 15 0"1412 10 1 - 10 75 5I4 3 - - 7 7 7 7 �7 J5IS 5 5 5 4 _�_ 14 12 10 - _ 8 4S J I - 7 7 45,f 3. 11 12 10 - - - - - 8 1 5 4 14 12 10 1- _ - B.S jsZ 4 36 - 7 15.5 3,5 - - 5 5 35 - 14 3 - - j7 j...i 5 3 - g •5 5 I b 16 45 J4�- 16'-0"14 12 10 -_.- - 8 45ii_3 _. 7 85 4.,..- - 5 ._S 4.3.5 is 12 In - - - zb Ks h.js - 7 7 45 = _ ,_ =p_ s s 4s 1- - I .- = FLORIDA BUIIDING CODE Non High Velocity Hurricane Zone' \\4A111�1+;II�TTII.'1 7j7 02020 TILTECO,INC. ©2020 EASTERN MUEEA/L�SUPPLY. INC. BERTHA HVTM g'S�P'��GEN ✓�-, Accordion Shutter System No,44167 -'' :71 ' �CO �c' o ■ ® ■ H.V. MADE#1 W/OR W/o KV.WINDOW TRADE TILLIT TESTING & ENGINEERING COMPANY American Shutter $ySfOmS cv.Nz DESCRIPTION DATE DRAWN 01': M.P a STATE F 6355 N.W.35th.SL,Ste.305,VIRGINIA WDfNS.FLORID4 3316 Association, Inc. 1 OLD 17-107 /2 202 DATE: 7/2/2020 =9'•. F `; Ph-:(305)871-1530.F..:(305)671-1531 4268 Westroads Drive x "4ORI \'C a-man:Ulta O.W.- DRAWING No •'•., ,.•'\\ CA-OOU8719 West Palm Beach, FL 33407 J SS \\ WALTER A 71LLR Jr.P.E. 4 20-164 111,011111 ONAi f �`�SEAL/SIGNATURE/DATE FLORIDA U..j 44167 s SHEET 6 14 OF 20 MAXIMUM A.S D DESIGN PRESSURE RATING (o.s_f.) AND CORREEPONDING MAXIMUM ANCHOR SpACIN (jp,) SrHFnU F FOR A GIVEN MAX, SHLRTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATINGAND A CORRESPONDING MOUNTING TYP . (SEE MOUNTINGS ON SHEETS 16& 17). u B -E3-TF;ATI= SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN NE No, SPRUCE PINE SPRUCE PINE t/2" MIN. COX 2 W MIN. G-0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G-0.43 W/ MIN. G-0.36 PLYWOOD W.1L17����W/ / W MIN. G=0.36 MAXIMUM MQN.G=0. W MIN. G=0.43 SPAN(II) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N. 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X IN X P & 0 S&V S &V S &V 11m➢H PAB W(@7) 1T3RI tfTARh RdS9fS RWNS(� D.M"K M3M RM SB OW 111 E POM MIM M 4SD Dm REM R1�PAL(A S0 D19 n P1w ww(*ISD I91E1W RWK R7W X LSD ZO WAK RSK MID(Fi) SD M1M KMM TIS E PA (4 kU D9 0M PME AN[g 9 5 30 40 0 i1 0 3 6 , 90 OS 30 4060759065 30 4060175 90 053s0D 040M607590105 3040 60175190 05 3040 60 75 O 0 75 5 0 0 1'-0'OR LESS 12 10._10 9 _8 8 6_ 6 6 6 6- 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 e 8 6 6 6 fi 6 6 6 S 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 _..___ ___ _ .... _. _ _, ___ ...._ __. ._ 4'-0° 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 B B 8 6 6 6 6 6 6 6 54 4 4 3 12 12 12 12 12 12 12 12 7212 12 12 12 12 12�1212 12 12 10 10 9 8 B ,6 6 6 6 6 5S-5 12 10 10 9 8 B 6 6 6 fi 6 5 12 10 10,_9B 7 6 6 6 6 6, 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 6 0 12 10 10 9 8 6.5 6 6 6 6 5,5 4.5 12 10 10 9 I 5 fi 6. 6 .5 5 4.5 12 10 10 9 6 3.5 6 B 6 6 5 4.5 6 5 4 4 3.5 -_12 12 12 12 12 12 12 j2 j2 12 j2 j2 12 j2 12 12 10 8.5 ..._. _ _ -_ .. - _ ._ _ __.. _ ' -' ..._ _ __ __- _ __ _ ____ 7 0 12 10 10 9 8.5 4 6 6 _6 5 4.5 4 12-10 10 9 5 3 6 8 8 .5 4 3,5 1.2 10 10 7 35 6 6 6 5 4 35 6 5 4 4 12 12� 12 12 12 11 12 12 12_12 _12 10.!12 12 12 0.58.5 7.5 __ _ __ _. _ .... _. _.y B0' 1210107.54S3 8 6 65 435121010635 = 6 6 5f.53.531210_ 104 6- 6- 5 ..5353 6 5 4 -__- - 12121212.1212121212 j2_119_512121.597.56.5 9-D' 12_10 10 5 35 - 6 6 5.5 t.535 3 12 10 9 4 - 8 6 4.54 3 3 12. 10 4 3 - - 6 6 4.54 3 3 6 5 3.5- - 12 12 12 12 12 10.!12 12 1211 9.58.512 12 10 8 8.55,5 10-0:_ 12 10 7.5 4. 6_ 6,.,5 4_... 3 12 10 _8 3., 6 6. 4 _5 3 12 10., 3, _._ 6., 6, 4 .S 3_ 6_ 5 - - - 12 12 12 12 1595 12 12 12 1U.'8575 12 12 9 7 6 _S 11-0, 1.2.,10, 5:5,.- I- 6_ 6, 4.5-_„ __..1210 4.5_ -_ 6„5535- .. 12.,10, - e.5,5_q „_, _ _6 5 _ -_ 12121212108512 _12129.5�6 7 1212 B 8.55.54.5 _ 12-0' 12 10 4,5.__; _._. 6- 6 4 12 10 3.5- - .6 5 3.5_- _ - 1.2110 - - 6 5 3.5-_ - -_ 6 5 - - - 12 12 12 1. 95 8 12 ;2 11 8.S I7 6 _ 13 0 12 10 - I 6 6 - - - 12 10. _ 6_45 12 7.5 - - - - 6 4.5 - - - - 6 45 12 12 1210.`8.57.5 72 12 10 8I`655.512_ 0. 7 5.5 14 0 12 10 - f- I- 6 55 - �- 12 7 - - '.54.5 - - 12 7 - - 5.545 - 6 3 -12 12 12 9.5 8 6 i2 12 957.5I6 4512 956.5 5 4 3 _ _._ _ .. _ 12_ - 1=. 6. L.- -.�Z. - _ 5 .-. _ ..jZ 5_ 12 12 1119 75 5 7I12 BS 7_ 6 4 12...8 6 ..5 ..4 16-0' 12 _ _ _ _ I 6 _ _f_ _ _ 1Y _ _ _ _ _ 5 _ _ _ .j-3311_ .-..- 5 -j- - _ fi _ _ _ i 72112�10.`.18.5 t';I12 6.5 4 8 6.5 5 3 11.58,5 5.5 i 4,5 3.5 - (1) HV BLADE OR (T) HV BLADE W/ d� HV WINDOW BLADE WORKING IN UNISON* ♦SEE uMJ(A.OF.FOR ..E CN w SNEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WAU.FLOOR OR SOUD WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-0.55(N.D.S) -1/4•P TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER W/MINIMUM EMBEDMENT AS INDICATED AT _DOUGL S nR W/G-0.50(N.O.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(N.D.S.) EXCEPTION:SEE NDTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/0=0.36(N.D.S.) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN. 1/2`COX PLYWOOD(1986 APA) UG SCREWS AS PER Nos 2015 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; A`441IIIIIIIII Ui, 02020 TILTECO,INC. @ 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM 3P; ���EN I L E C ® ,w N0.4467 .. ®S®��A� Accordion Shutter System _ H.V. BLADE#1 W/OR W/0 H.V.WNW BLADE - American Shutter System3 N DESCRIPTION DATE DRAWN BY: MP TESTING & ENGINEERING COMPANY *• * 1055 N.W.360.SL.Ste.305.VIRGINM CAROMS.FLORIDA 3316. A330clatIon4 Inc. 1 OLD 17-107 7/2/202 DATE: 7/2/2020 z o'.• STATE F Ph-:(305)871-1530.F..:(305)871-1531 4268 Westroads Drive 2 �O' FLOfl Q•'\ o-moll:tllt<c.a.d.- West Palm Beach, FL 33407 3 DRAWING No �C ♦ CA- 06719 WALTER A'IL11T Jr.P.E. 4 now 1 64 9%♦`�♦EAL/SIGNATURE/DATE FLORIDA Ue.�a41s7 5 SHEET s 15 F 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & h& HV* BLADES AS APPLICABLE WAIL FINISH MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(1) ONLY SHALL BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 -FOR MAX SPAN & 1/4"m TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & tfA� WORKING IN UNISON / TAPCON WITH ADVANCED WITH TECHNOLOGY f 1�4 m TAPCON OR W/ 1 1/2`Min. PENETRATION �+' YAPCON WITH ADVANCED 7HREADFORM TECHNOLOGY .} I' OF THREADED AREA TO I i W/ 1 I/2'Mn.PENETRATION OF THREADED AREA TO EXISTING E%""'Wo-D HEADER. MIN SEPARATION- ) W000 HEADER. (SEE SCHEDULE ON SHEET 15) TO GLASS(SEE I I I C1)OR I4(SEE SCHEDULE ON SHEET IS _ 1/4"0-2Ox3/4`S.S. MACHINE I 1 [ SCHEDULE B ON SHEET AN I •LUl\`\1tK\1 1 (�-•I .. �DR�% L SCREWS W/ 1/4'-20 NUTS '--11 FOR RUDEOPND, 1"Min. ® 12'O.C. Y ON SHEET t9 FOR . 4 .\\�\111Y\111 EOr EO--i EXISTING O EaADES Oh!` — GLA55-- t. t I I I rrpr�ir)ttr tf _ �J oR(15) II�I� WALL . jjjIJ FlNISH, I I 1 I I ` I I ( ;N `• ` ( i-OPTIONN. -WALL .. C EXISTING MIN. I_.._•,, FINISH I ., C II I I ' EXISTING MIN.WOOD OHEADER REQUIRED OR 2'x4 "III "�11Y(1ll\tl1\�l p,1 11I ` �7 OR 1 EXISTING B I HEADER REQUIRED I, I I MM.SE!'NW110N I k I I •1' �'m TAPCON OR TAPCON WITH ADVANCED GLASS--I LO ASS(5 I 9I I I `1� Ming PENETRATION OFTHREADED HNOLOGY /AREA TO II..— I EXISTING Y— MIN. SEPARATION TO GLASS EXISTING WOAD HEADER. 8 11 FOR BLADE G)AND I I (SEE SCHEDULE ON SHEET 11) -' 1 li ON SIB 19 FOR 4 GLASS-11 I (SEE SCHEDULE ON SHEET 15) BLADES m& I t J7 1 I SILL PLAT REa D ON HV WALL HEADER—INSTALLATION O HV WALL S&L INSTALL ATION OM HV WALL, HEADER INSTALLATION _.__ _. . EXISTING MIN. SEPARATION TO GLASS I l I 9 _ MIN. SEPARATION TO GLASS GLASS—j I I I'I EXISTING I~—(SEE SCHEDULE ON O GLASS 11) -- �], �1� (SEE SCHEDULE ON SHEET 11) - I 1 1- I•�� MIN. SEPARATION TO GIAti1 I 1 , {1j q a WOOD CONT. y - G1755�' I 1tl1tl EXISTING I x 2'x4" PLATE (SEE SCHEDULE ON SHEET 11) I B X GLlSS� REO'D. I F f 1/4"m-20x3/4`S.S. I I l a 1/4'm-20xJ/4`S.S I MACHINE SCREWS I I �_ L�J MACHINE SCREWS W/ I. I� USING 1/4'-20 NUTS WALL gg I �_ 2' -20 NUTS® 1 C .� ;. . FINISH P I t I I ,D.C. U n c 12'D.C.00 I I t I III @oR18 _ OR 18 o1 DA WOOD CONT. 1 1 I .—� W I WOOD PLATE f ! RAl\llt\l\IYl 1 -EQ--[0-I , REO•D. EO--EQ I"Min. 1/4'0 TAPCON OR TAPCON WITH ADVANCED 1 1 J THREADFORM TECHNOLOGY W/ 1 1/2" 1/4"0 TAPCON OR TAPCON WITH ADVANCED Il.,1 ,. •Il f 9LL•PCTE 1 MIn.PENETRATION OF THREADED AREA TO THREADFORM TECHNOLOGY W/ 1/2" - •�+ .1 II 1/4'm TAPCON OR NOTE; '1 EXISTING WOOD HEADER, I,• 1, 111. 11 Min. PENETRATION OF THREADED AREA INTO PLYWOOD 1 TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL REO.O. 1i (SEE SCHEDULE ON SHEEP 15) 111 (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2'x4' I/2"MIN. CO THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. ., WALL FINISH • STUDS® 16'O.C.MAX,. PLYWOOD REO'D. W/ 1/2"Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2"MIN.COX PLYWOOD REO'D. WALL FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO REO'D. PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15 SUIT ANY INSTALLATION. 1-EXISTING MIN. 2"x4"STUDS® 16'O.C. MAX. REO'D. ATTACHED TO STUDS IN ) ® Y WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTAL I eTInN SEE UM ATIONS OF U OF F.B.C. P HV WALL SILL INSTALLATION BLADE�ON SHEET 19 fLORDA BUILDING CODE 20AYeETiS Hurricane Zone 02020 TILTECO,INC. © 2 ESTEMALUPY, C. y>'; �GENS ••.P' BERTHA H1iTM d IL E ® �w�• ®�®�.�w Accordion Shutter System e No.441 �,^ _�_ ti IM RADE#1 W/OR W/0 H.V.WINDOW BLADE =T,': '!+C `'•-mac— American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY y L�•N DESCRIPTION DATE DRAWN HY: M.P A•• STATE 0, •:,�P` ��� SM N.W.Oath.St,sk.305.MCNA GARMS,FLORID Mls. Association. Inc. I OLD 17-107 7/2/zo2 DATE: 7/2/2020 F ; Phone:(J05)671-1530•Fax:(305)871-1531 426EI Westroods Drive 2 ,,(CSCORIO .�C1 a mmll:LIILeemmaml.c°m West Palm Beach, FL 33407 J DRAWING No •••....... ••c��, �. GA-0006719 2D-164 \�`• WALTER A TILLIT Jr.P,E. 4 //��INTIILLTLLI W SEAL/SIGNATURE/DATE FLORIDA u`'@°a167 a SHEET OF 20 INSTALLATION DETAILS ON _EXISTING WOOD BUILDINGS FOR O HV___ & � HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BDADE(-1) ONLY WAIL.FINISH SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX. SPAN & DESIGN LOAD FOR INSTALLATION WITH 8LADE � & A�ING IN UNISON I -- 1/4"0 TAPCON OR '' x ! TAPCON WITFI ADVANCED 4"x8"(Min.)EXISTING y ---- ,- EO THRFA11 RM TECHNOLOGY STRUCTURAL REQADEUIRED. •; , ' I ) W/ 1 1/2"Min.PENETRATION 1/4"0-2Dx3/4"S.S. OF EXISTING W000 BEAM - ._,J. EDGE(IF APPLICABLE - OF THREADED AREA TO 1 PHILLIPS TRUSS HEAD EXISTING WOOD HEADER. - BE CERTIFIED BY N I Min. MACHINE SCREWS BE ENGINEER OR ! (SEE SCHEDULE ON SHEET 15) I ✓ ,. r ,. _ EXISTING WOOD W/ 1/4"-20 NUTS ARCHITECT PRIOR TO -EQ ----EO _ -EO Fq-y 012"O.L. SHUTTER INSTALLATION. I --' TRUSSES OR y / � 1/2• RAFTER®24" �' " I - - O.C.REQUIRED OR 1 S� 1/4"0 TAPCON OR ,.•I\\\lllU\ I �,� TAPCON WITH ADVANCED i.� ,' -✓ \ I'J' '�' - -- EXISTING SOFFIT N' N •257" TTHREAD RM TECHNOLOGY EO✓EO 14x - ✓ 11 1 Max. lY 1 1/2'Min.PENETRATION y ! 3/4"Max.THK. �.� I --- F THREADED AREA TO I y, N 3/4" EQ-+C EO _ _., __,_ 1'x4'x1/6"CONT.ALUM.TUBE OPTIONAL 1 EXISTING WOOD HEADER. S.M.S. - r...I. _ (6063-T6 ALLOY)W/ 1 (I I I (SEE SCHEDULE ON SHEET 15) �, ® 6"O.C. I Or Or 1© (3)5/16"0 LAG SCREWS TO - --0 Or 1©Or 15 �i II!! EACH RAFTER OR TRUSS. r .f I III If I I I;�I,, RI� LOCATE LAG SCREWS AT EXISTING MIN 2"x4" I MIDMOTH OF EXISTING WOOD EXISTING—II; HEADER REO'D 'I Cl� r j 7 III GLASS p'_ _ MIN.SEPARATION TO LASS I '((( I I — 117 I OPEN HOLE AT EACII I It I MEMBER, (2•Min.NOMINAL 1 (SEE SCHEDULE ON SHEET 11)' 7 EXISTING STUD TO ACCEPT WIDTH) TI Y Min. GLASS--- I I' 5/16"0 LAG SCREW I AREA.PENE ATION OF THREADED SEP�WDW I, L�]j AREA.VALID FOR -._'..;-.. .....I-I- AT CENTER OF TUBE. I I li � INSTALLATIONS WITH 721a! I TO MASS(SEE I{(Wt�t t1 dl EXISRNC I am gEFx Anm a N MAX.A.S.D.DESIGN LOAD AND S HV WALL HEADER INSTALLATION I t n B-o MAX.SPAN.THIS O S.�'J1E ON s1EET I ry GLAss— TO GA5^.a(sFE I FOR BVLE 0*0 I SORMe.E m SHEET I I y INSTALLATION IS ONLY VALD ON BiFE7 19 FOR I p -1O OR ® 11 FOR MADE OAND d FOR WOOD W/MIN. SPECIFIC Nm: QADFSm&® I �' ON SIEET 19 FOR S GRAVITY OF 0.50 AS DOUGLAS 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY --S ET- - - b-_ ®ADESM&® I Jql ®• OFIR OR So R EQUAL. ERN PINE No.2. '2 MOUNTING SECTIONS CAN BE COMBINED __ _ I I - (1)OR UTH IN ANY WAY TO SUIT ANY INSTALLATION. OT NY CEILING INSTALLATION U HV CEILING INSTALLATION MIN.SEPARATION TO GLASS .- .- .I.- _. _ _..-___ ..- _,�-. TAM sEPA4411Q1 pp �` .. ..I 1,_H..., -- � ro aws(sE 1 9 i �- V OR �� I ,I --1 S0,W UI SHEET I I I MIN. I I (SEE SCHEDULE ON SHEET 11) I, F EXISTING n RR HARE-- SEPARATION I cuss 10"SHEET 1'FOR I I To cuss _I EXISTING { � I \ BUOES(D&9 - GLASS—(' t { -{�) I I (SEE SCHEDULE ON SHEET 11) I I I I I H ;ALTERNATE C 1 I I \ ANCHOR I I I t I aJJll WALL — '_ LOCATION I__ EXISTING FINISH I I )) •X'.I ©,.r I _ ._- _ 3,B•I Mmt1 - _ 2 ED 1/ - , _ m ;. 910 3/4"HEX cuss—I I I E M WASH R HEAD TEK ECK MIN. ;...;` --I. ".I e I,M SCREWS 0 12"oc DECK REOUIROOD - �310RI 51 2"x6"MIN.WOOD (NO FINISH q II�... DECK REQUIRED(NO ALLOWED y I FINISH ALLOWED) ) o I '--Eq CO- EDGE OF DECK' OF GE - t.y a IF APPUCABLE ,. Co, , _ - - DECKI IF - IF APPLICABLE LA EDGE OF DECK I 1/4"0-20x3/4"S.S. �. APPLCA13 .- 1H - 1/4"0 TAPCON OR Min-! PHILUPS TRUSS HEAD -2 u,t '- -- ' TAPCON WITH ADVANCED MACHINE SCREWS20NU =°-- — - , - - 1 4"0 TAPCON OR TAPCON WITH ADVANCED --� - - „ 2 x4"CONT. THREADFORM TECHNOLOGY W/,1 4 20 NUTS � / � / .I !H`,SILL PLATE /" 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM-' THREADFORM TECHNOLOGY W/ 1 1/2"Min. �2'MIN. 4 REO'D. I W/ 1 1/02 Min.PENETRATION a 2"O.C. '- —2"MIN. PENETRATION OF THREADED OF THREADED AREA TO TECHNOLOGY W/ 1 1/2"Min. PENETRATION OF THREADED ', :�li._: EXISTING WOOD HEADER. AREA TO EXISTING Y700D HEADER.(SEE SCHEDULE ON SHEET 15) AREA TO EXISTING WOOD HEADER.(SEE - - - - (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) �V HV WALL SILL INSTALLATION • BIAOEIIE NTAONNSHEETS OF U7 FGR OW HV FLOOR INSTALLATION FLORIDAHV WALK-OVER INSTeI I eTInN 02020 TILTECO,INC. T BUILDING CODE(Non High EASTERN METAL SUPPLY, UP LYri None Zone t /T C. BETHA H lP TI.I gL E C ® ,N�. Accordion Shutter System No.441 7 = H.V. mAoE#t w/OR w/o RV.wlrDav MADE American Shutter Systems *; * TILLIT TESTING & ENGINEERING COMPANY Y EV.N DESCRIPTION DATE DRAWN BY: M.P 63,55 N.W.36LR SL.Ste.305,VIRCWA GARDENS,FLOMDA 3JI6t Association. Inc. 1 OLD 17-107 7 2 202 DATE: 7 2 2020 z o'• STATE 0 � Pnane:(305)B71-1530.Fax:(305)871-1531 4268 Westroods Drive 2 // // ��' F( `�.` a-mail:tllteco®aol.com DRAWING No e�., OR1D",•c���� CA-o006719 West Palm Beach, FL 33407 3 WALTER A TILUT Jr.P.E. 4 20-1 64 SEAL/SIGNATURE/DATE FLORIDA Ue.R 44167 5 SHEET S/0NM- \0' Irfll IIII 6 DF 20 END INSTALLATIONS J) HY BLADE OR WINDOW BILADE-JINTO 2"x4". MIN. WOOD STUDS 2'.4'WIN.*00 2'.4' STUDS REQrD. 2.4' N.WOOD Woo,=05. STUDS REOD. A,PmAKE) :C W& WOOD STUDS. =04.0 WALL W/ (As VPLCASLE) N. V. 1/1. PCN-- EMSTING 0— PLYWOOD GO ;g:DOD IF NO fn� COST. EXISVNG GLASS I LE)DITINI CLASS 46 !k( 'PISTING CLASS ED ON 1/2"utl COX SG—LE ON S.7rr PLYWOOD. 90=ON SI`EET N.SEPNiGION U (D— COX mc-s( C.M`- I MID"Fw M.0"ON S� TDII�(EAND M G`x O,,GCD"&UM.CLOSM PIYWO0O EMES & ON 6WxL 11 FM 0—(D— i - 1/16-.3 1/ED NK GELN. -Jit 1; -1/2' IN.COX r= SC`� lilt/ TO CUSS(SEE �Y oxs(sr w ON SIT=19 PDR (LOCATE ON SIM 19 FOR ON S`EET 199 MIN. �a.;J AT EVER OFU) I -J. 11�1/2-S.M.S. . r .1..... I 1-� j it 4:- N— 'I I .ETuL x'01 i : IJ(I) OR SEE MAL x FOR I)OR 0* TO YPACI(S SIDE CON ON SEE DETAIL X FOR 14 TO TPACKS CO"'NECTION TO TPACKS -0- END CONNECTION--DETAIL M -END CONNECTION agl,Aollg) -END CONNECTION DETAIL(3j) IND CONNECTION DETAIL 2%Q.1.=EO 1/4V T�V`.N TAPC(IN GlASS DJ� O.C. /, —�', Ila.,/2'S.IAZ M—G PEN '/K . . 0'.O.C. so t w`N— ETTIATION 12 D.C. 1/2'UN. YK SEP�TON TODASSM tD— SO4DLJLE M ON�1.INN, ELADES(D-(2) L ON SNCY 19 EVi 1/2'WlNt AN ViNIM1,61 "Muff",fil L �11 .42. I OR IA' Jp Z-j (j)OR14 I -1,, Oft 08.R(j).� WALL MNS4 2*."MIN, O WALL VIEW mms REQ'�D nNisl ELM @.@:@:@ 05-13- @-@ 0•@:@.@ .END CONNECTIONDETAIL (j) JEND CONNECTION DETAIL DETAIL Wupn- ,tll�k � 610'1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 4�A. fj 7� tN,, ........ . 02020 TILTECO.INC. (9)2020 EASTERN METAL SUPPLY, INC. v--**�\GEIV , BERTH HV,. NO.4416 S C ordion Shutter System 7 Z 7T,V rEc o,®, A,,, A.S.S.A. Accordion KADE#1 W OR W/O KV. WIINWW MADE STATE OF TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems iEVo Vc --DESCRIPTION DATE DRAW BY: M.P 6355 N.W.Wth.SL,Ste.303.%UtGNIA GARDENS,FLOMDA 331V f OLD 17-107 )/2/202( DATE: 7/2/2020 A, 0�- Ph— (305)871-1530.Fax: 1"1531 Association, Inc. ORI (305)87 4268 Westroads grave .0. .. ....... 2 DRAWING No —H;Vjt... "it;ONAL 01111111111111 WALT CA-000 719 West Palm Beach, FL 33407 3 ER A.TILUT Jr.P.E. 4 FLORIDA U #44167 20-164 .. P.E. SEAL/SIGNATURE/DATE 5 SHEET 6 18 OF 20 • GENERAL IMITATIONS ANQ QQNQMQNS OF USE FORS ©, T URSON WITH 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110.- 110 ps.f. ! 2.MAX.SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A.D.C&H ON SHEETS 6,7;AS WELL AS z U 1 MOUNTRJGS M,O,T,U&W ON SHEETS 16&17. C\ O� N _- ¢,ONLY CENTERMATE$21BOTH W/ OR p ARE ALLOWED WITH 2(71 5 w 4 4 of 5 (02.�(y ARRA�QED IN A OR OPPO NG Iq�/OL IN CASE OF OpPOY!"NG OUT.F75)MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF J'� J/'�� /� //�� J'� CETJTER E. TYP.FA.END • • • '% ("'1 /•1 /,1 /�1 /'1 ('1 S.(A)HV WINDOW BLADE 1@ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS 4A. 0 7V� ///v��� //v�� v `I (3.0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. MAX.5 ALLOWED ATOWS �t HV - !�1 !+1 f+1 (B)MIN.CLEARANCE FRO,t�1 TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1� lVl U 1, / OF ANY 3'0 HOLE FOR 4(�7 SMALL BE 12'. WINDOW BLADE 1� _ le V ,'�. 0 j ! (C)FIRST OR I W BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV _ 0 0 0 0 0 0 0 WINDOW BLADE(191 i THROUGHOUT SHUTTER'S WIDTH. BE USED ALTERNATE TO A SOLID HV B1Q LADE � t • • • qg (E)CEj!(ERMATES SHALL ALWAYS 8E INSTALLED ADJACENT TO A SOLID HY BLADE l AT EITHER SIGE OF THEM. SEE CND I '� 9 �-1 n (F)POLYCARBONATE HV WINDOW®SHALL BE INSTALLED SO TIJ�TABS FACE CONNECTION I ♦ A r / , / � 7-� THE INTERIOR OF THE OPENING BEING PRO DETAILS ON SHEETS j - �x 2 \J I �� / /\./` PROTECTED.FN WINDOW�4 MUST BE 10& 18 TYP •� - HIE V� 0 0 0 V 0 0 INC. INSTALLED AND LOCKED USING A HV SETTING TOOL PRONDED BY PSSA. FULL HEIGHT. I 3g� 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO W000 FRAME s TYP TfP �.44' L9{ B&EINGS 2 AB ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES bg � �• C1 7 SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED . NCRETE OR CRETE K WALL EETS 1 sl. �g I SPAN AND DESIGN LOAD(SEECNOTES 1O&2HABOVE)). &13 AS LIMITED BY B.MINIMUM SEPARATION TO CLASS SCHEDULE•PER ASTM E-1996: !(SEE PLAN FOR REQUIREMENTS) _ _ _ p H 135-TYP TOP&BOTTOM yy `1 2�an oR B 7 ,f WIND ZONE MINIMUM SEPARATION TO GLASS 1 THRU 3� UNLIMITED WI01H- r N:N.SEPARATION TO GLASS — IXISTING GUSS ELEl/ATION (SEE SOIEDUE ON SHM 11 FOR BIA0W 4 6.25" —1J ——� ` AM ON TIAS SHEET FOR HADiS Q& ---- ------"----' -----------------------"---------%7�-----2-- —\----------I --------------- 5. ITY. /A \ /per\ /I/i`1'•T/�� c�r/v1 � 1' \�,21,-@ ''24R®5 / / 21.w22 'EJ TYP. sTJ RICAL CENTERMATES 21 2® / - - / '35`; W/z aR s AND / I— W/D (SEVNOTE 4 ABOVE) ' PLAN' E4i E?J / TYPICAL ;1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE JA SHUTTER* N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' A,�1u�T T rn ney\````•`h�� .,,.. I le.�� 62020 TILTECO,INC. (02020 EASTERN SUPPLY. INC. \,\CEN BERTHA HVTI C Jam,' Accordion Shutter System NO.441 7 � BL E ® iNc. Aa�ElSA H.V. BLADE#1 W/OR W/O KV, WINDOW MADE ' * American Shutter S stems �S :•fit TILLIT TESTING & ENGINEERING COMPANY y 'EY.H DESCRIPTION DATE DRAWN BY: M.P z 9 STATE 0 CY"���� 6355 N.N.36N.St..Ste.315,VIRGINIA WROENS,RLORIDA 33164 Association, Inc. I OLD 17-107 I/z/zaz DATE: 7/2/2020 D� 'c `� Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 to'•,, 0RID t[Ik_*_I_ DRAWING No �� LS �C� CA-00 671e West Palm Beach, FL 33407 3 r] s 7 WALTER A TILLJT Jr.P.E. 4 20-1 64 '•'••/''��E !AIi1L1 ``SEAL/SIGNATURE/DATE FLORIDA U. A 44167 5 SHEET 6 19 OF 20 a 6x 1 1/2"x 0.035'TNICK - Min VARIES.'"•_I INSTALLATIONS Wf (1) HV BLADE & HV CENTERMATE S -�2.DDo� Max. • Min.ASTM A—e53 GRADE 40 _... Mi..C-60 GALV.STEEL i i 2,�M•x. METAL STUDS AT 16'O.C. O'I :` %',4�'�' - 436 INTO METAL STUD WALLS * .© • " g77-- yao L� - -- - ;I®Oa .40 4T -- ---- _ 1/2,. r 475' W w 39 * GENE L LIM 0 S AND COND 0 S 0 USE /4"o NOMINAL I=:` } ALUMINUM SLEEVE I '-43c 43a o, �11 I f2 0: 1 FOR BERTHA�1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY 1 CONT. G 6,/4'x 0.035'THICK Mim l n � 1N 5 SYSLEM INSTALLATION TO METAL STUD WALLS CONT.GALV.STEEL TRACK CHANNEL,I® 6'O.C.:, a 6^O.C. I__ASTM A-853 GRADE 40 Min.G-60 I GALVANIZED FASTENED ro sTuos T - "' SEPARATION TO GLASS SCHEDULE _ 3.000'_ W/(2)#6x1/2'TEX SCREMS ON i 1'EXISIING FINISH 3g � ,$ ' 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 Sf �- - Max. --- � p (P )INTERIOR&EXTERIOR FACE , AS APPUCADLE ' II O a 2. MAX. SHUTTER SPAN: 84" I I 1 WIND ZONE MINIMUM SE n MIN. SEPARATION , T w ASTM E-1996 43c LENGTH + 1"�- EXISTING GLASS-M- - TO GLASS -___.__ ( G 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS (SEE SCHEDULE) 1 THRU 3 ® �4"0-20X3" BOLT OyP) 4, ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1" MUST PENETRATE WITH 21 ARRANGED A S METRICAL LAYOUT. ------ !i ([I 1 u USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4- .1 3/4'x 6 1/4'x 0.035'THICK Min. EXISTING FINISH v{ Q INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1,373^-• CONT.GALV.STEEL TRACK CHANNEL,I �1 AS APPLICABLE 1 I (' ASTM A-653 GRADE 40 Min.G-60 CENTERMATE. 250"l l` -�-.050^ GALVANIZED FASTENED TO STUDS 1 _1..._ ...1 6 L- I!N ERIOR0&1/2-TEK SCR FACE ON I t;43C ' ,0 6' C. `�®6"D.C. `1 ,L N' 1/4"o-20 THREADS w w, ' - - 'S_ * BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43 1 --- _ CENTERMATE 21 APPLICATION WITH B 1/4"0 ELCO CONSTRUCTIONLADE 10 f, 72 PRODUCTS FAB-LOK HD .6'.1 1/2'.0.035'THICK w1 1, vnRIE"s' Min.ASTM A-653 GRADE 40 i .. ..•,;.(�a%.: ® 6' U.C. Min.G-60 STEEL 1' MS WALL HEADER/SILL INSTALLATION COMPONENTS METALSTUDS AT A7 16'O.C. Min. .EXISTING FINISH AS APPLICABLE SCALE:3/8"= 1" lYP TOP&BOTTOM) T x 6 4x/4' 1/" 0.035'THICK Min. 3 �EXISTING GLASS 1 " I - LII ' STEEL TRACK CHANNEL , ASTM -653 GRADE 40 I 60 I GALVANIZED FASTENED TO STU05SYMMETRYCAL43a 436 43c METRYAL SEPARATI OZIES w/(z) ffix z TEK scREws ONV INTERIOR&EXTERIOR FACECENTERMATES CNTERMATES W1 TO GLASS EXTERIOR ACCESS SIDE :,.INTERIOR ACCESS SIDE'.; I - (SEE SCHEDULE) MaX ( (Ls(6,.Mint -IN------ -------------- --- ----------------- ---- ----------- ------------- — ----------- s-=-------- - ----------------------------------------- --- --------- -- ------------------------ --------- -------- - -------------- (4 rfk'----------------------------. , .--- —_`—�- ------- --- ------- -- ------------------ --------------- _______-____-________., _.____ __ _._ __-_______r.{-- ____ __-__'______-_-s, (2?71j` •C.� \/`--1� HV HFACD AT 12 =-'_-'=- ---- ----- 'L---'----- - DER/SILL ENDS C41 l q^ T , Z (6"Min.) 24 VIEW Y (Cont\� / (rP) B BLADE SLACK DE I SIDE CONNECTION TO TRACK .) ._ ._ 6 1/2"(TYD•) --- - -._.... .7^..'.-'- ---- " - --- --"----.�7�^�..._ �, ---__-'_-_- 6 1/z"MAx.swcK ** HVA `L, t(1111 4y�(A,Ix TAIL H zoF LTECO,INC. FLORIDA BUILDING CODE(Non High Velocity RN METALuHurricane Zone, BERTHA HVTM �? ,\ce A�S�S�A® Accordion Shutter System �� EC ® INc. ` No,44 6 _ _� H,V- BLADE$1 W/OR W/o H.V.WINDOW BLADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems*' Y EV,H4 DESCRIPTION GATE DRAWN BY: M.P sP202a Association, Inc. T OLD 17-107 "0'• STATE F ; / 6JSa N.W.Jain.5,.,Ste.309.WRCINIA GARDENS,Fl.OIBGO J316 /2/202 DATE: 7/2/2020 9'. Cti Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 %��� .`�OR1 P.•'��`�: °-m°IHCA—a�B7191•°on West Palm Beach, FL 33407 3 DRAWING No ''/��A ss'/ '•'•• �� WALTER A TILL1T Jr.P.E. 4 20-164 /'AAT10N1A1 1 e`��SEAL/SIGNATURE/DATE FLORIDA Le.b 44167 5 SHEET 6 20 OF 20