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HomeMy WebLinkAboutProduct Approval Shuttersf*l ,•} a BCIS Home 'Log In User Registration Hot TopicsFlorid8 Product Ap proval I USER: Public User 7 ' • p,Lll (� Submit Surcharge stats & Facts Publications I Contact us BCIS Site Map j Links Search d proved Comments Prodtiegooroval Mnn > product or Application Search > flgpllca L Llch > A ion Detail FL # -R10 Application Type on Code Version Application Status Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@eastemmetal.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTYB®CC Bill Feeley Irodriguez@easternmetal.com� opy Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. Tilllt, Jr. P.E. Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By PE-44167 Na4efkFAkbcredltation and Management Institute 2/31/2 John Henry Kampmann Jr. Validation Checklist - Hardcopy Received FL389 Rlo COI COI ASSA BLALIEl 12ri FI.389 RIO COT COI ASSA BLADE'I 2.pAf FL389 R10 COT r nI ncca BLADF3 prl Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Year 2012 2012 2002 1994 Sections from the Code Prodtiegooroval Mnn > product or Application Search > flgpllca L Llch > A ion Detail FL # -R10 Application Type on Code Version Application Status Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@eastemmetal.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTYB®CC Bill Feeley Irodriguez@easternmetal.com� opy Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. Tilllt, Jr. P.E. Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By PE-44167 Na4efkFAkbcredltation and Management Institute 2/31/2 John Henry Kampmann Jr. Validation Checklist - Hardcopy Received FL389 Rlo COI COI ASSA BLALIEl 12ri FI.389 RIO COT COI ASSA BLADE'I 2.pAf FL389 R10 COT r nI ncca BLADF3 prl Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Year 2012 2012 2002 1994 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # I Model, Number or Name Method 1 Option D 10/15/2020 11/06/2020 11/06/2020 12/15/2020 389.1 Bertha HV Accordion Shutter - Blade 3 - (Non-HVHZ) - Drwg 20-165 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D".Max span Is 12'-3" for 40 psf positive ASD load and 13'-0" for 35 psf negative ASD load the 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, W-11" for 55 psf HV3 blade w/window blade working in unison -Max -span for HV3 blade w/o window blade for installations into Metal Stud walls is 79" for max. ASD pressure rating of +72,-72 and 84" for +64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Description Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Installation Instructions 171-389 RAID II DRWING ASSA BLADES pdf Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports FI389 RID AE PER ASSA BLADES pdf f Created by Independent Third Party: Yes Bertha HV Accordion Shutter -Blade 1 Extruded aluminum interlocking blades retained by tracks (top Only- (Non-HVHZ)- Drwg 20-164 and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f negative ASD load depending on centermates and locking rod configuration for the HVi blade, W-0" for +64, -72 p.s.f. A.S.D. load for HV blade for Keystone mountings 7'-0" p.s.f. for metals stud mountings and 8'-0" for 110 p.s.f. for HVIA working in unison. See sheets 7, 11 and 20 respectively of installation A_.-— _•• - Installation Instructions FL389 RID II pdf Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 RIO AE PER ASSA BLADEI g_df Created by Independent Third Party: Yes 389.3 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks (top COMBO- (Non-HVHZ)- Drwg 20-163 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 RIO II DRW ASSA BLADEI pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant: Yes Created by Independent Third Pa Design Pressure: N/A Party: Yes Other: Large missile. Max. 16'-0" span at 30 Evaluation9—RIO Reports P p.s.f ASD load F1389 Rio AE PER ASSA BLADEI 2 {L for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, Created by Independent Third Party: Yes 25 and 28 respectively Bea•lc Went Contact Us :: 2601 Blair Stone Aead, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an WEED employer. CQc P-14d t10g7-2013 Scat of Fledda :: Privacy Statement N Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487,1395. *Pursuant to Sectlon 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 emalls Provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here Product Approval Accepts: E-Z"C'. E�hECt Credit Card Safe GENERAL NOTES• 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) HAS BFFN VERIFIED FOR COMPLIANCE Pl ACCORDANCE WITH THE 2020 (7th EDRION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOC HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DEIERNINED AS PER SOWN 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEEDREQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONAL" FACTOR Kd-0.85. USING AS1E 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A -So.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D., AS TESTED. WERE NOT OVER STRESSED. A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 16011.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: -HV BLADE 0 #0214.01-03. 90716.01-03, #1004.01-05, 01214.01-05. #0317.02-06. #0609.01-10 AND 10210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS (MISSILE LEVEL D, WIND ZONES 1, 2 & 3) & 1F1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE. -HV WINDOW BLADE Q J0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D. WIND ZONES 1. 2. 3) BASIC PROTECTION ONLY AND f 0725.01-88 AS PER TAS 202 PROTOCOL 2. HV BLADE Q AND 14V WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRUCKS SHALL BE 814r2.75' AND 014r1.75' RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 W TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIETD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-TS ALLOY IS 30.0 IsL AND 35.7 ke, FOR 6005-75 ALLOY. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMLAR MATERIALS SHALL COMPLY WITH SECTION 91-6 OF THE 2015 ALUMINUM DESIGN MANUAL 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH SO WI MIN. YIELD STRENGTH AND 90 ksi MN. TENSILE STRENGTH. AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR ANSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 I sj MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE 0 : 12,13,14,15 AND 20 HV BLADE Q & ® WORKING IN UNISON: 12, 13 & 15 e. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT j6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT FS'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING N CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAM INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT• OR OTHERS, MIDST PROPERLY CLOSE ALL HV AND HO CENIERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER N ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SWILL BE PLACED FOR EVERT' OPENING. LABELING 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. (0) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WIN13OW DETAIL AREA 2: HV BLADE to AND HV WINDOW BLADE 1C1 (WHERE APPLICABLEI TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CFNTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK 'SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHM 18 AREA 3: HV WINDOW BLADE R ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW BLADE (1i INSTALLATION DETAILS. METAL STUD WALLS ONLY SHEET 20 (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.ED., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DErA1LED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (C) THIS P.E.O. WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. (d) SIZE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINALe". SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUMING CODE (Ron High Velocity Hurricane Zone, r ```..� A,�111 ��T BERTHA HVTH, N �Q �,�CEN :�'� /7 IL ECO1.4:. A.S.S.A. KvAccordio�nw h>vtt�elDW BLADE rSystem j� M' _e No. 441 7 American Shutter .Systems / / Q =* : A TILLIT TESTING & ENGINEERING COMPANY N DEseI6PnoH DATE °wW".er° ALP 03551iX 36M SL. St. 3M NLGIM GAWW. FLORIDA 3316 Assoclation, Inc. I OLD 17-107 /2/2L12 DATE: 7/2/2020 ■ • • V = b' STATE F : ;�/! �� Phone : (3O5)871-1530 . For : (305)871-1531 4268 Westroads Drive DRAWING No ' 44 ® Z = 9 •. �' a- .M � a — West Palm Beach, FL 33407 s �® n —a %°•KE: �0RI �� WAITER A TILER Jr. P.E. 4 20-164 5=. m O ��''�ar`S/ONAIxSEAL/SIGNATURE/DATE FLORIDA Ue. o M167 s SHEETS^ -n /0 FOR w QW ( c . s .PC� N . o o.45a' of n.51 1 '�.. Y�L` 1 �✓. COVERED ON R US PATENT 58179 9 HV WI OW'BLADE• LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063-T6 ALLOY AND TEMPER r. 3556�_ .670' 2.226' p1 N ©HV ADJ, FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER m 1.91T of 063' D 083- w, 11 HV CEILING HEADER OOKLIFIED FOR USE W/ HV BLADECD ONLY SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER r- } A01 xMN.YMNt -- 1' I 1' 0A62- 16 SIDE ANGLES QUAUFlED FOR USE W/ HV BLADE 0 6063-T6 ALLOY AND TEMPER HV UNIVERSAL FLOATER QUALIFIOED FOR USE W/ HV BLADE 1O 6005-TS ALLOY AND TEMPER m{— 085'- tt (TYp•) nI -.- (7)HV ADJ. ADAPTER W/LIP QUAUFlED FOR USE BLADE D 6063-TG ALLOY AND TEMPER VARIES 1 I - 100' _O6D' oI ir! n 060' y .670, HV HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 1@ONLY 6063-T6 ALLOYT' AND TEMPER rl \A .-r= d 1 F ALUMINUM ANGLES QUALIFIED FO,g USE W/ HV BLADE 1 ONLY. 3-T5 ALLOY AND TEMPER r4 HV DIRECT MOUNT QUAUFlED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER 13 HD CEILING HEADER/SILL OUAUFIED FOR USE W/ HV BLADED SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER COMPONENT A I 6 T'I T2 17 2' 15' NAX.I t/B' I 1/8' 08 - 2- I5' MAX. 0.192' 1 0.192'. 19 2.5' , 7- M.] 0.190' ; 0.190' i 2- i 5' MAX., 0.139' i 0.131' 1tL,I11�nHj( le..'''v 02020 TILTECO, INC. '0 No. 44117 * : * TILUT TESTING & ENGINEERING COMPANY 9•, STATE D• //�q� � Q '�T/'�/L/ W55 N.11. 36tR St.. Sta. 30. MRGMU1 GARDENS, NCRM 33 Phme : (305)871-1530. F-: (305)971-1531 /t' OR10 a-m C Wte 6719 com '''''4is`.S�ONAL 1YFFLLOORI Uc TER A. g a1 7E n��`ccai /cinu.n .rir in.r� 1.491' N 1.220_„I 0 O5 HV 90'j180• STARTER QUALIFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER 2.670' 842' I �a N .. L1zsa;� .920 HV TRENCH TRACK QUAUFlED FOR USE W/ HV BLADE (D ONLY. 6063-T6 ALLOY AND TEMPER r 1 x Y e >? 2' 2' 3' 3' O ;.wo- ©0 CORNER POSTS QUAUFlED FOR USE W/ HV BLADE 0 6063-T6 ALLOY AND TEMPER A.a7 S.A. American Shutter Systems Assoclatlon, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 (10 HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY A D TEMPER ligh Velocity Hurricane EASTERN METAL SUPPLY, INC. Accordion Shutter System H.V. BADE #1 W/ OR W/O HN. WINDOW MADE MING NO 20-164 HV CENTERMATE. xE W/ HV BLADED& ALLOY AND TEMPER `�- PLAN FRONT ELEVATION LOCKER FOR "T" �QUALIFIED LOCK CENTERMATE FOR USE W/ W BLADE tOONLY 6063-T6 ALLOY AND TEMPER 1,977 1 c 063, 'd .2t4' 1Di i9 ® LOCKING RODS Q FIED FOR USE W/ HV BLADED ,,CC�� 6063-T6 ALLOY AND TEMPER A QINSTAL TION WILL REQUIRE A 7/16' 45 OW rI �,�I I �'1 I 0�'•.2�.2�;ffo^- -!!II iII m'ateI . k�f 4- IATC3�1/ 1/in/o;m R_ HEAD FEDi6E p 5B1n C<LITL PNNTm UaWi DO - r 9,E COST(2 � IBAUD PANTEDEGRESS _ XNOIL a Dory' I i nl .� ate' I 045 1 ! ut. , L. Mw CYLINDER `. SPAM CANTER ------ t _� ? aAj I_ =_ • �� m J W �I & IRYS (CHROME (CNROYE PLAYED) \, _ PLATED) L2 -MATING C T s� �P9d/ o�J 1'�u !� ® HV EGRESS LOCK QUA3F1ED FOR USE W/ HV BLADE(1)& 1A ONLY °re?3.023• ,_876 OU/WFlED FOR USE W/ HV QUALIFIED FOR USE W/ LN 6063-T6 ALLOY AND TEMPER NT • BLADE 01 & ® ONLY. BLADE 10 & �I ONLY. _ 2.e74•- O ALIFlED FOR USE W/ HV BLADE 1 ONLY 250' D.D. fi063-T6 ALLOY AND TEMPER pal _ j -_L•756• `.911_I �2I< M TO"l 4.04$_ EW Nt_ 1.753'i,.82¢;J 'I .360' AFTER RNEn hm I� i'a6j• 1 4"0-20 x 3/4"BEFOpE RNETING .`� pp { "` S S. U BSC E 4— 0 1`,i -LSEiaES 9444 ALVL@1U61 024-T3 ALLOY) LARGE FW.GE ilGN __._._ hT1T5ERT, PARE III6 0. AS MANUFACTURED F71' AV00. HV MALE "T" LOC C T R AT ! t s' J C TEIUORN, v ENY. NEW IERSEY 07054 OR EQUAL QUALIFIED FOR USE W/ HV BLADE 1 ONLY HV FEMALE "T" LOCK CENTERMATE �' HV "T" LOCK V O 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ W BLADE ONLY W/HV BLADE (1) ONLY. BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPETTYY HD CENTERMATE W/ L( QUALIFIED FOR USE W/ 'HV BU 6063-T6 ALLOY AND TEMPER 1.730' I .I r— 'D m _I N, ,66 HV 3/8_0_ 16 ACI .063' 332 .432 1-0--di } ml .4F5 ®3 NO CE 'S INSERT QUALIFIED FOR USE W/ W BLADE 1 & to 5063-76 ALLOY AND TEMPER tt/2' HV 1 /4" 0-20 AISI 304 ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE iQ � �.. ,�G/T✓ 02020 TILTECO, INC. ``````J� i No. 44 67 TIWT TESTING &ENGINEERING COMPANY 63SS N.W. Sfith. St, St. ]O3. NfiCOJU GARDENS. RASAA 73 "6 STATE — F '& /�W2p • • Ph— : (3t15)871-1530 . Fax : (305)571-1531 tORI ��iCA-0006719 P ' �� a-maD: Lift—®aaL — WALTER A. TILL"' & P.E. ��................- FLORIDA U. 0 44167 I I all THUMBTURN CYLINDER OR �"f I KEY CYLINDER iv o R O 0.875- N1 . 1 .125' Max. .6 eI aij o p 1 I I ! THUMETURN CYLINR KEY 11.57 Mini CYLINDER ,._�_��_�-1 1.78' Max. ® HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE 1V/ W BLADED& FLORIDA BUILDING CODE (Non High Velocity Hurricane ©2020 EASTERN METAL SUPPLY. INC. AsSmSA® American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 offsR"&4 "wTM Accordion Shutter System KK BLADE 91 W/ OR W/o Kv WN ION BLADE !AWING No 20-164 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 1D HV BLADE 1- HV BLADE 1A l — ® ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER_ ® _- HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188'0 AISI 302 SERIES S.S. RNE7S ® HV 1 3/4" ACCORDION —PIN #8 HEAD * ®3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD '1 ® POLYCARBONATE IMPACT RESISTANT HV WINDOW l� I'DOR® a I I I n_. .i. D OR 1 TZY 11 M 3 � N EXTERIOR @or(a 4MY IN s (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ® c1N BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO OR HV ® BLADE. TYPICAL SHUTTER ASSEMBLY N.T.S. (2) HV PIN ® MAY BE USED IN LIEU OF (9 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 00324- BLADE WHEN CORRESPONDING TO INSTALLATION "I1 ", SHEET 7. rra. � (3) HV PIN ®OR ®3 V// 1/2" O.D. 1/16" THICK S.S. MASHER 0� SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ` 111 SHEET @ WHEEL CARRIAGE DETAIL N.7.5. � 1 .4if•rg_ I 3 D OR ® I I D OR i BLADE'S -, K11UC:KLE (n?) I 12' HIN. CE .0625• To BLADE T P .1A T875': — -- - -I IN VRNaa BLADE .0625• .062s 2 7/°• MIN.INV NWI BOWSEPARATION CLFATI D!. eEncEEN '03.7560' BLADE 0625' OPENINGS ° I f 5 3/4' ON CANTERS =E .75 '75°0' i �° 'F1I TYPICAL HV WINDOW BLADE dA1 AND POLYCARBONATE HV WINDOW DETAIL y N.T S.I r . rE NATE IMPACTRHV WINDOW '��, : fiftOLON 3103 POLYCARBON,STE1z' MW. ILEA cE -STABILIZED GRADE OR SA91C TD BLADE 6TIMM PLASTIC LEXAN 103 RESIN �f, (SEE N07E "F" ON SHEET 19). ® ` _I I I ( I EXTERIOR r ITV PIN ® OR 4AT EXTEERIOR BLADE'S KNUCKLE. (SEE NOTE x FOR REQUIREMENTS) ,.1 HV BLADE SOLID & 1 , HV WINDOW BLADE DETAILS N.T.S. U/1114y�� 02020 TILTECO. INC. e```AA�L(II11111 F NO. 44 6• TILLTT TESTING & ENGINEERING COMPANY '� •• STATE F 8355 N.W. 3EL( 54. S•.e, 305. Y.Fyax (305 8 FLOW& AT' Pt ne : (l05)671-1530 . Fax: (305)871-15St :�0� •, Fj c-man: 5Tt0c6719 m rA. F ORI �'fi7\\A1 /clnAlATI for /n ATr TIUJ WW,iER A TILDE Jr. P.E. FLCRIDA Uc. g 44167 POLYCARBONATE SOURCES FOR 44 APFIJM 9E N271LT TP:C•,L FROPart@S QMMOr rAYA vax rACSmst REISURCE ue>aal®/� Am SPECTTC EJ1AV01' ASTM DT82 ODq V ,. O.C43 b/L•' TElSlE YJ1D STFENS AS1M DICE 8,400 pal. 9,500 PP.L r1E MWAL Srnc I1GN AT TTELD ASIM Um T2.SG0 Pn 13.Mx1 P.tJ. ri1JNPAL MODULUS .T, ISM D790 340.000 Gal. 345.000 P.AJ. IM,'Ch= QW r;- 131 .-WI clmzb:+TwsTrS ASTM Om ASTM UM 18 rT-6f 47.2 L n rr-ronn ..8 2 AUL, MORE rENST T PATE CF ElARIC:G /SITU 0635 C11 CLASS C-1 CLASS SELF WCA ASTU 0102G I041-F 580 -r ASMV 0158 TEASE SIr37ICIN M'TER MEATIER!& AST( 836 6332 PSL 8840 pal. TUC= S' &!S BUM ASTM 036 5461 "-! M 9a . A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE(Non High Velocity Hurricane Zon, (02020 EASTERN METAL SUPPLY, WC. BERTHA HVnf Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. IMPAOP/ BLADE 'AWING No 20-164 SEE CONN DE7A1 SHEE 1B n HEIGH,. • ®w r O ®�a If In 1 n I n S nri 1 hnl I n l 1 n l I n t OF CORNER - ----- — - --�ma6rm aom -- - — ------ -- " —� CENTERMAATE Q aa�i of �• O7 eaO 10 .13 d1 TYPICAL "i HV BLADE SHUTTER ELEVATION N.T.S. *.NOTES ON HV LOCKS AND CENTERMATES: I. MANDAMM CONDITION it• ONE HV LOCK ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE ORB W 2 OF SHUI'iER SPAN FOR SPANS UP TO IDS', AND FOR INSTALLATIONS -AT ANY ELEVATION. FN LOCK V or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ® OR CENT3iMATES W/(2) 1/4'0-20 x 1/2" LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUT(ER ELEVATION. 2. IF DESRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES LOCATON OF LOCKS S13E AS HALL BE AS INDICATON NOTE ED ONTYPICALSHUTTER ELEVATION. 3. OPTIONAL CONDITION J2 OWD ONLY WHEN WDAMMY 0ONnMON #11 OR LIMITED MANDAURY CONDITION i2 IS USED H.V. LOrBCCTr LOCKING RODS ARE NOT REQUIRED AT_VURRJCANE POSITION, BUr MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 0 OR AN ALTERNATNE DEVICE MAY ALSO BE. USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MMNA30N CONOIDON /2 ONE HV LOCK ® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONSAT ANY ELEVATION. HV LOCK or ® SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENMERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. FIRST ALTERNATE TO !NDATDRY CONDITION #I VALID ONLY E)DR W LOrg a WA SYINEIRICAL COMMA= ja 9R 22 . ONE ALTERNATE HV LOCK 20 MAY BE USED IN LIEU OF HV LOCK 9 or FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK a MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/470-200/4' S.S. THUMBSCREW TO ® OR ® CENTERMATES SHALL BE MADE W/ 1/470-20x3/4- ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY COMMON #3 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK ® or @ or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 987, AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK ® or @ or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO © or ® SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ Q� OR Q TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND CENTERMATES: 1. NATE I-ALLANR S AT ANY ELEVATON.CALTET MAY LOCK ® IOF BE UU U AS AN LINSIDE OR OUTSIDE L0 ATTTACHMINT OF LOCK INCLUDES USING REINFOLOCKER, AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CEM.7ERMp7E5 ® ANDW/1/'0-20 x i t/2' LONG SSTHREADEDWINGNUT OR W/ 1/4"0-20i7'.S0A1/4'0x 5/8RNLOCKMABE INMAXIMUANDELOW MIDSPANOF TWO LOCKING RODS ® TOP AND BOTTOM IS MANDATORY. *NOTES ON HD LOCKS 8E CENTERMATES• 1. HD LOC!(T*� W/ HD CEMiEo ATES:3} OR(33 W/(513 ; ONE ALTERNATE HD LOCK® MAYBE USED IN LIEU OF HV LOCKS 2¢ OR 129 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK 04 TO ® IS W/ 3 IS x 3/8• F.H. S.SMS.. AND INCLUDES REINFORCEMENT INSERT ® AS SHOWN ON SECTIONS HDB—HVB AND HDC—WC. SHEET 10. LOCK MAY BE INSTALLED AT MODSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ® IS COMPLETELY OPTIONAL II 111 02020 TILTEDO. INC. 9) 2020 EASTERN METAL SUPPLY, INC. ,.��P .�:.. ZtiAN, BERTHA HVTM \_�CENr :� �L*��5��� Accordion Shutter System I. C O �bc. Hv aapE1 w/ OR w/o Hv VNNDOJM MAX No. 441 - American Shutter Systems EV. N DESCRFON DATE DNAWN By: MP TILLIT TESTING & ENGINEERING COMPANY 130 N.W. 361h, 51, 1- 311. 11IM" r!.., 11D1a61 J316 Association, Inc. 1 OLD 17-107 2 202 DATE: 7/2/2020 STATE 0 Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westraads Drive 2 DRAWING No i 9'• a-ma0: 41tecaOacl com West Palm Beach, FL 33407 s FZOR10 °A-D005716 20-164 ` WALTM A T6.Ur Jr. PS -A ....... . FLORBDAU. 0 u167 6 culc� CONCRETE ANCHORS POURED CONCRETE POUCONCRETE-, t (SEE SCHEDULE ON OR COUIREDREfE BLOCK 1/4'h20x3/4" S.S. REQUIRED \ J SHEET 13) CONCRETE ANCHORS MACHINE SCREWS CONCRETE ANCHORS I 1 1$ R EiSTOxE (SfE mcuxllNc® ¢ET ON 517) /—�'� ,,rrff 1 (SEE SCHEDULE ON W1 1/4--20 (SEE SCHEDULE ON SHEET 13) r % ©� / /� !-" SHEET 13) NU! ®12H O.C. �ESn. CHINEDx3/4' S.S. EOMA M MACHINE SCREWS { ,/ j USING 1/4'-20 NUTS E° ;;Z�I—J rI I E0- ® 12H D.C. ,� ,,-{ ,9 ­ rn250H Max. I/ / - '[7 13 OR 15 / � 13 OR 15 NIP,, .T111, I 250H Max. / % r I1'`Max. .• t r 1250* _ L__ � i f � + r p �a `r 1/ ;•,/ aPnaHAL I } f '`R'lt�� - ttFM RAWEq o"�I yry 1�-.ai�f)(i 1�,� 1 't ,il A ' MIN. SEPARATION TO CLASS of SW 19 FUR I I I r a � �wrgl �, t H DDSTING _ (SEE SCHEDULE ON SHEEP 11 4 E]OS LNG I gpD:•�g � I Iryyllll�� MIN. SEPARATION TO GLASS ;' I A !' I -- `=-' GAS —I )� c 1 •I _ _• lit � r(SEE SCHEDULE ON SHEET IT)— 191 K ' DOSTING 1I r GLASS—i 1 HV WALL HEADER INSTALLATION -- 3 — ---- " j- © HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE E10STINC .—.--_ _._- l -- ' ON TO fin! _. .._ }p..-..._.� .�. _.____.._ T{1I�r- , NON. SEPARATION GLASS _ G[Ai'r-1 r 1 1 i 11 11 i 1 ' �� y I T �10R 1 ; ) 1 I I 1 EXISTING '_—(SEE SCHEDULE ON SHEET II) �t ___O So D EEO SGII t P 1 T' •-' L_ MIN. SEPARATION TO G1A55 �I CLASS r I tON SaT a FURt FOR SINE(DAVD �1(SEE SCHEDULE ON SHEET 11 r BIAOESOG491 s' EXISTING OPTIONAL i r i GLASS—i,E.D.•; fl i Max. r• OPTIONAL i �R (� E.D.�` �' .'° ii� ii�l % i/Erf.J.r N I( �. 1 _ _--13 ORQ 12- 1-EOt i EG i t - 4 i12)Oa 14 1/CHIN20a3/e SS. ---r �.' r•f I 'J ✓ \ f = r 1-ED EO �` PHIWPS TRUSS HEAD r / j iI 1 1/4'o-20x3/4' S.S. PIS 1 PS L._ 1 .. /Iy /_ L. Yi{ r !' / I 17 R 18 I MACHINE SCREWS USING = J _._.Gl- CONCRETE ANC TRUSS HEAD MACHINE SCREWS •--CONCRETE ANCHORS f i - O 1' 1/4'-2D N11i5 ®12' O.C. t- (SEE SCHEDULE ON (SEE SCHEDULE ON SHEEr 13) / f I � W/ 1/4'-20 NUTS 072H O.C. POURED CONCRETE { - / I AL^•- ORCONCRETEBLOCK SHEEP 13) OR CONCRETE BLOCK �1—JIB IFpNCRE1E ANCHORS REQUIRED WALL REQUIRED 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 N91E FOR GDh'B'"g7jgJ�OF 5 , INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER • E. D. - EDGE DISTANCE ASSEMBLY NTING SECTIONS CAN BE COMBINED to (SEE SPECIFICATIONS ON SHEEP 13) ` BLADE ONSEE HSHEET Uis SE FOR MOUNTING HV BLADE IN ANY WAY TO SUIT ANY INSTALLATION. FWRIDA BUILDING CODE(Non High Velocity Hurricane Zone• II�III (f4 02020 TILTEW. INC. 02020 EASTERN METAL SUPPLY, INC. A1 ....:... �iT'' BERTHA HVTM AAccordion Shutter System � L E C O c. KV. MADE #1 W/ OR W/0 RV. N1rD0W MADE 3 N0.441 7 ,_ American Shutter Systems * : * TILLIT TESTING & ENGINEERING COMPANY Hv. N DFSCWFIIOH DATE DRAWN Br. My Association. Inc. 1 OLD 17-107 /2/202 DATE; 7/2/2020 STATE 0 6W3 H.W. 39M St. St. 305. YI1ZKA GMOOHS, nORMA 331 - Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 DRAWING No ',����:•'e�ORID •a � CA 67181CVA West Palm Beach, FL 33407 3 'z0—� 64 ii is •'•'•••••' '(� ' I-WALTER 0. 7LLL1r J, P.E. 4 ''�igs�ONAL 1 e%%SEAL/SIGNATURE/DATE FWRM L'` 1 4416' S SHEET D 0 OF 20 POURED __ CONCRETE ANCHORS CONCRETE -� (SEE SCHEDULE ON SHEET 13) `\ r ee4.%A i to OA4 ( REQUIRED \ i Drmm ON EDGE OF �I w DE IF APPLICABsw Is E. a. -FUR SLAB EXISfING�m� GAS i ALTERNATE )✓ / i r J' ��/ / ANCHOR LOCATION 11 OR 13ORI ■ f•a�7t71L9 WA CAI A WI TO GLASS n ,.•-Q10x3/4' HEX WASHER HEAD I ' r� ' i i `f'` f,f li i /// / TEK SCREWS 0 12O.C. r+• f// � ,•-CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) j f ' %d// /!/�j 1 / / I'J •'�/ �, y ' / �% / f�/ • I / EDGE OF SLAB IF �]� h - /•'!' / / EDf,< OF ,/ i I,/ .�/;` APPLICABLE r ro nAs.(Sa: Hi it 1 q 4J.8 G POURED _—E J /� 1 ' / / � : r APFUCABtE POURED / POURED �. Sa�lAE OA _ _ / /' CONCRETEr `E. D. COQUIED FIAT HEAD CONCRETE ANCHORS -'( tQi t9 pj�0 " I �� OR �p POURED L,••_/ fl,_' /,�.`-'�" i• REQUIRED' REQUIRED ��!: ;.'-(SEE SC..EOULE ON SHEEP 14} I! ,j Qg CONCRETE-- Z FLAT HEAD CONCRETE ANCHORS REWIRED ---E D.`-- —E. 0! (SEE SCHEDULE ON SHOT 14) I� TRENCH INSTALLATION VALID ONLY FOR UP 10 +70, -75 PSF A.S.D. �I HV FLOOR INSTALLATION t OI HV WALK —OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER HV CEILING INSTALLATION SCHEDULE J3, SHOT 11 _ EMSTx1D "-YI. S1PI:atlYl ux UPAW41, CONCRETE ANCHORS az-"i _ ro DCCGLASS - _. _ - _ _ _— -I TO.= I 1 � Qi 1 h (SEE SCHEDULE CFI 7 (--.__ _ _..(NEE S<+P.7:LnLS--__ � - I _ .. ; I SHEET 15) i 1/4•0 rr NI nAx�reW/1 m u) 1 EXISTING I EXISTLNG ---i tw. ssaPaml ro aA•s IXG'.ASNS-'i_-.___ _.-. ___I`y _._-_ 1ECH:O DGT OR 1/s'e POAIIs I 1J4� GLASS GLASS 1i=E St'D'A£ fi.', i`QT 11) ' —OO 1 ACC SeT/AAI'JN TD OV3 FASRTIIS 7Ai'i•'Sr t+Ia�aTr O C FLAX. I 1 q l (�F TAl`W!L 61 9ty 11) I i 0 Hsi i i I 1 4- OZ.FOLIPRR SM URA THAN 1i i• �•71 I i i 1 ( /' 1 1/4• 4 / rH tt-D' UP 70 (T--0• CaX. Ai:'9.Y L(. f / 1 SFAANr AT E>V?Y FASR7�1 ICAO w+7' r % If L rum. 4' HEX I, a / /' I (11?.) (5M tm1E 9&ET 71 I�RS. i 3/e- 112• WASHER HEAD E.:O./ F r !-• _. _ ..- .1 yl i i (• i i --TEK SCREWS ��i-;•� "'�•' J ' COW. SFi:AXT •t` ._ j �lex3/4' HEX HEAD - it `7 _I3J8' / L 0 12. O.C. �/i l / -® i i ail it , • .p T -9 SCREWS 0 9' O.C. I ! f 1 3f8 :' •-i + I ! I I I r _ •11.• 1/4-0-20a3/4• SS US OR 1/4.0-20 S.S. M.S. GaNGRt:E ANCHORS :! 1!'.�. +O ?` J/- $14x3J4' S.D.S. I; LI,� -�(__ !r 1% "z+ i i i i 1J4 r r4 Y!/ NUT O 9' O.C. - (SEE SCHEDULE ON �, 11121 %- 1 n - 6 P' O. C t - HOK. i - 5 . , N / y� - C 1/s'a-m NUTS SHEET 14 1/1L T--_- _ • . t;� % jfi . O 12• D.c. -----T �:'�'---- ) 1 I :I1' _• / Emig NMI STROCNIML / 2'-117 18 7� r_4(2.00' MIN.. ` PALL TRD! (cEcnzATAE EDGE OF `` �• /'4. RO �, 1.- SELL) SLAB IF /iA G._ \ /: ,%C, f ♦ _®tex3/4' F.H. 5.0.5. MIN. ` Fo1kfE0 ecntRE1>: ' ' 1 7/8':1. L 1 7/8-- / r APFUCABLE.-`-' ,(' " /I / to -CONCRETE ANCHORS -SEE NOTE 13(b) L` eJ�- 0 9" O.C. •' RECMRB) '�"—'E•-- POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 -SEE NOTE 13(b) -, -r- _-�- ->- OR CONCRETE BLOCK SHEET 14 ' ) POURED CONCRETE ON SHEET 1 •. • _ OR CONCRETE BLOCK ,I'_.�... REWIRED OPTION)LL,-• POURED ` REQUIRED ®.KEYSTONE MOUNTING INSTALLATION CONCRETE- J HV WALL FLOOR INSTALLATION J ITV WALL WALK —OVER INSTALLATION W�OMUM A.S.D. DESIGN PRESSURE +54,-72 s.r REOUwW EL1Nvw s.NrrFfi SPAN 8'-D' O HV RAINGUARD INSTALLATION t RM, NDTF FOR CONB'NATIOY OF SECTIONS: c t THIS INSTALLATION SHALL BE E. D. - EDGE DISTANCE REMOVABLE WHEN PERFORMED 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPEC!nCAT10N5 ON SH'eET 13) OR ENTRANCE ADJACENT TO A14 OPERABLE EXIT 0 BLADE1©OHISHEET 1OF a FOR ASSEMBLY 2- INSTALLATION DETAILS WZ 0 HV ®LADE L!OUNRNG SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATICH. FLOWN BUILDING CODE(NOn High Velocity Hurricane Zone ``Lllll�lll 'per./' 02020 TILTECO, INC. rc)2020 EASTERN METAL SUPPLY. INC. BERTHA Hen, ls�S���P�'•��CEN •'•TT/9 F uttstem IL E C O �wc. A.S.S.Am RV•A�cc# W1 OR O KV.. rNDMOWsyLADE No. 44 67 American Shutter Systems * > /lp i1LLlT TESTING &ENGINEERING COMPANY Y Ev. N DecRIPr aN DATE CRlW71 BY: MP .Q •• STATE F 8355 N.W. XM SL. Ste. 3as. MSCFA GARDOIS, FLORDA 3316Association. Inc. , 01D 17-107 /2/202 DATE: 7/z/.zazo Ph.* : (E05)871-1530 . Fax : (305)871-1531 4268 Westroods Drive 2 DRAWING No O,(�; . c[pRl a �S(�'�•�` c 61: kra... o-L.- West Palm Beach, FL 33407 s �f C '��/i cr ••••. ••• .'�j�f� 'W"ALTER A 11UJT Jr P.E. 4 20-1 V4 siOAJl Y�101%EAL�SIGNATUr2E/DATE nGFWA u:. p 44167 s SHEEP 6 7 OF 20 OUT 9T t I 6063-T6 'tNWC/H(O2S1AW` I TO CONCRETE (TOP/BOTTOM) & txt/2- S.V TO TUBE i AT EACH ANGLE. (TYP) Ni 1/2' IN SHEETS 10 & 18 * SEE NOTES ON LOCKING RODS ® . HV LOCKS © or zQ IN r �Etls„NG GLASS INSTALLATIONS W/Cl) HV ** AND ALTERNATE NV I=®ON SKEET S. BONE SLACK OEGIL HVF IS VALID FOR ALL BLADE W HV,�I CENTERMATES APPLICATION WITH BLADEo SEE END WALL CONNECTI01 10•©�®• 3 ©,©� 6XISnNG Guns DETAILS ON SHEETS 10 & 1 ----------------------- -----------------------I r- BIDx3/4- S.M.S. ® 12' i O.C. FULL LENGHT. 1J a, .@.©, 7M.n8 .10 «@w `10 1D+Qs�©•Qm'©•©� � oa ©+® MIN. SEPARATION>' TO G1A55 (SEE SCHEDULE 1 L,� IN ®a ®-, OPTIONAL ON SHIjEEr 11) , (INTERIOR) L-1- - - — HVD Ehioum�` ca©+ Dart© 1O , 73 °a -POURED CONCRETE OR HVQ EXISTING GLASS CONCRETE BLOCK WALL ©• �3 Q+�+©a— F i RE)UAEO - MIN. SEPARATION TO GLASS 5 O© O ( SCHEDULE ON 1 1 t 9 • as 19 + 5 DN sHEEr t t) , l � ,I LCONCRELE ANCHORS ®, ; L O"� :�- ••VA91ESi' �`� . j 16. O.C. / - * ' ( , 3) I VARIES I I 0 UT I---- _. , . 6 ,/2• MAX. SLACK_-_ _I ' HVE HVF** FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 'pI1 Il Ill {IWrj 02020 TILTED). INC. ©2020 EASTEm MErAL SUPPLY. INC. ,00,11:,c� ':. ��t/r%,,, BERTHA HVTN. ? A S ! A Accordion Shutter System ' No. 44 fi r� o ' O 1 N c. ■ ■ H.V. BLADE 11 W/ OR W/0 H.V. WINDOW MADE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY V, x OFSCPIP(l0x DATE DRAHN G!: N.P S STATE F '/� ow Ka• 36M St. Me. 3W. YMOU GUMM. nDRMA 33 Association, Inc. , OLD n-TD7 /2/202 DA1E 7/2/2020 p'. PTw. .: (305)871-1530 . Fa.: (M)871-1531 4268 Westroads Drive 2 DRAWING No ��O�F FCORI P,• ` e-maR�4 �C6a�91•com West Palm Beach, FL 33407 3 ZCf—� 64 's IONA� SEAL/SIGNATURE/DATE WE'DA B 44167 5 SHEET 6 8 OF 20 i_ O HVA OUT *35 (EXTERIOR) L v2,"qJ HVB t L/ t----------------- SYMMETRICAL * 6• CENTERMATES * IN ©. W HV LOCK 6 OPTIONAL I n�+ uiv —1 ALTERNATE INSTALLATION W HV "T" LOCK 3-0)HV MALE FEMALE "T" LOCKS CENTERMATES 8� j & LOCKERS 1 HV BLADE SEE END CONNECTION DMI a ON eurrrs •n a lot - OUT so ( IN �✓/ Ewswe aASs l BLADE OsucK DEWL xvF, wOIGTEO Dx SHFEi e, ®a o bP0 A5 WELL rs natnxc BLADE ®DETA� xw xvD . l P 6 P 8 10 • 3 a INMrATED ON WOS SHEET. SAY BE USED YAM THIS A17DINAT I `to p(�P �• (TJt•i(�P IN"u=AMN DEWL M SHOWN w THIS SHEET. * SEE ND7E 6 FOR HV LOCK@ , T LOCK, ON SHEET S. •r SMES 94" AL%WWM (2024-73 ALLOY) LARGE FLANGE THIN SHEET NUISERr. PART 1 0820. AS MANUFACTURED BY AV02 CHERRY TE7R01M. PARSPPMY• NEW JERSEY 07054 OR EQUAL I U'0'®P©'�•®P ®•®P ®'�PO�•®P L--------3--------------- FLU UNGHT. © 30 HV T" IN �xv. -' i LOCK (INSIDE) - in ME t ©0 HV "T" LOCK (OUTSIDE) oUT -1/4" 0-20 x 1 1/2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. HVG* —HVD** FLOATING STACK - INSTALLATION C1� HV BLADE W/ HD CENTERMATES KV S sEE END w 1, CONNEr_nDN-- DET�ILS ON SNEE75 10 R is j t I 1 I - i t35W % 1 �.I (4) H.V. .1 PM W sEPARnoI s awe•! 7 3/4' (OPTONAL) DB—HVB OUT ( ul) HDC—HVC SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES W/ Q' LOCK EXTERIOR WI L LOC _ INTER OR SEE wRS ON LOOM RODS® s HDO LOM ON SNw S ** UN OISAL FLUM0 fDAOEQ pEML NO w S VALID FOR ALL ¢MEL0V1TES APFL W ORS WTH RIAM ` ��LA1U11111111 ��\CENS ' 441 No. i o , ST E • let o Hl .•...... /i.- N ��''' ' :� °- 7 02020 TO.TECO, INC. ! L E C�01NC'� FLONA BUM ASSA ■ ■ ■ American Shutter ems Association, Inc. 4268 Westroods Drive West Palm Beach, I'L 33407 CODE (Hon High VelocityHurricane Zone; 02020 EASTERN METAL SUPPLY, INC. BERTHA WT.,:,,............J; Accordion Shutter System H.V. BLIP #1 W/ OR W/O H.V. WINLXAM MADE .: �-w �w tV`�. a C' !a n� crAl /clnAlAT'ner /nArr TIWT TESTING &ENGINEERING COMPANY &755 xw. 3Ea. sL. Sle. 3oS, NRDVLu GARDENS. ROW¢A 3316 Phone : (305)87t-,sw . Fml : (305)8i1-,531 D--M W40.0o0 c. CA-00067,9 wLTER A. t� J, P.E. EV. N ,IFSCIID',ION DATE DRAWN BY. -YP , OLD 17-107 /2/202 DATE - 7/2/2020 2 DRAWING No 20-164 eucr a 4 3 ���-�� 7 r r^ POURED CONCRETE POURED CONCRETE j•, -POURED CONCRETE OR �! ,-POUflED CONCRETE r-•--•--7-�J CONCRETE BLOCK WALL '� OR CONCRETE ___ __„� OR CONCRETE _ J OR CONCRETE _7._ 't^ ,�" �� .f REWIRED BLOCK WALL REQUIRED ' r-_-- BLOCK WALL REQUIRED '7"-'-' BLOCK WALL REQUIRED F y ! f /' r / ' / 4 f i�r /�� ��i�- f J ,� � J f IXI9TING GLASS � EXISTING GLASS ! CONCRETE ANCHOR'S ! /`� r - I /�� I ," EXISTING GLASS : // r EXISTING GLASS / 0 16" O.C. • % _ r 1 ```)li J'"/� I - 2• M�.�- '�.y r r f-2• MIN.. / T - 7 i / ` r.f TAN. SEPARATIONTO MASS r % / ` 7- ` �•''` r ��'•�_L•� G. - SEE j�"' I EQ Ji1i EQ �r UK SEPARATION r' ;O �,rf / SCHEDULE ONSHEET J ,�/ UK SEPARATION 1 r !�! jy/ MR SMAR431M /10 GU1S5 (SEE 11 FOR BADE DAND i /" / TO CLASS (SEE f / TO p/Jsra (SEE SCHEDULE (DAtm (6063S T6) "CONi. BIADr"S O & ON SHEET 19 FOR f /' 1 SCHMUL� 090 I / f` soinuLE at SIM (LOCATE AT �q.� ON SHEEP 19 FOR ALUM. CLOSER ON SHE 19 Fat1qY 9HFiT 19 EITHER SIDE& i 19IADF-'Q&® PLATE. (LOCATE 1/2'T- i 1 t i 111 f I FOR OF SO) L__ AT EITHER SIDE MIN ,(_j/ x i I BADESD& 1/2' NIN. OF (D) `J .4 USE 1' OR 2- MAX. #IOx1/2" S.M.S. ! Fi I $10x1/2• S.M.S. I �l Lf' _--- _ (AS APPUCABLE)x27x1/B"x0'-2" 0 16" O.C. ---- 0 16, O.C. I f _--- < l ALUMINUM CUP ANGLE a A .t (6063-T6 ALLOY) AT MIDHEIGHT-1 -t ' (1) g10x1/2• S.M.S. TO@k ) WALL T- D.C. S ANCHORS TO f f SEE DETAIL X FOR �- WALL AT 1" O.C. (LOCATE AT 1 OR ( SEE DETAIL X FOR 'f OR ♦ SIDE CONNECTION IO OR EITHER SIDE OF ®) ) OR ® ( O ® 70 TRACKS O ®♦ SIDE CONNECTION Qw©•Q7 wO •0 •®w SEE DETAIL X FOR_' ®w© Ow©� ®w i �6�•-07 10 •®w TO TRACKS I w 6 7 w 8 w10 • SIDE CONNECTION �1 1 5w �_� ®"' 10w��+®'�©•®w TO TRACKS I 10u®w®'®w®•®°' \ �a� ©'�©•®w / 10 "®w©' VJ"'®'®w L©.O • ®w I ©•O • ®wO.O. ®w Q•Q •©wO'O•®w ©•O•©w©__•��O•®p0 ®•®w®•6 B 7 6 7 ®�®p1 ®9'®°"�•®°'®'® ©. ®w 0•®w1®•� w®•® O'®w®'®w®'® w� ®'®w®'®w®•®w®+® END CONNECTION DETAIL 10 END CONNECTION DETAIL 20 END CONNECTION DETAIL 03 END CONNECTION DETAIL POURED CONCRETE OR ? REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' EXISTING GLASS �.' / RQUIBLOCK WALL ram' GLASS EXISTING � REQUIRED / GLASS �-� r ----- I TAN. SEPARATION J /)iw/2" S.M.S,. --{„ i TO GM (SEEf SCHLDIRE ONS9W �' ®i6" C. MIK 5EPARAION y �'-11�_____ �- __ 11 FOR BLADE oMFJ CONCRETE f% / +�,1/2' MIN. �®�N( r _SEE _________ :_______ S OR OR ON SHEET 19 FOR ANCHOR 0-.-,. ; -; __-; 11 FOR BASE SAND-'-----7 f'_—__-_ �OR©OR(9OR@ l !� CONCRETE --,ON SHEET 19 FOR 1 __-1 BLADES �& Q� 12" O.C. , ,. "EO ) ,� ` ± ! O 13N1ES �& ® I "-'-t.,' ____ OR® O.C. --_ 1/2•I MIN. �.^--� F,, i -..1 ED •" 2" MIN• 2 MIN. �' • SEE UM A71DNS OF USE FOR Y ' / I L-5 - I i'i�f BLADE 1A ON SHEET 19 @OROOR(qOR(qOR@VIEW 1b OR ®' 1 11 .- PLANDETAIL X =_"POURED CONCRETE OR L O OR ' w®wH'J p7 w Bpw,p .®w ®w®w©' 7pw© 'p'®w END INSTALLATION REQUIRED CONCRETE BLOCK WALL 1O p•®w©.®w©.®w HV BLADE OR HV OW BLADE INTO �® ®w�P®w0•©w ©'®w�'®'®'®w Q) CON RE E OR nCON RETIE DBLOCK WALL. END CONNECTION DETAIL 50 AND CONNECTION DETAIL© �•®w® ®w FLONDA BUILDING CODE(Non High Velocity HUrricane Zone, It1 111 �l 11t �. r 7kgtiA 02020 71LTEC0, INC. ©2020 EASTERN METAL SUPPLY, INC. AN P \\CE SF :��.; BERTHA HVTM L E C O tN�. S S Accordion Shutter System No. 44 61 -�": ■ ■ ■ e KV RADE #t W/ OR w/o RV WINDDW MADE * t * •],�� TIWT TESTING &ENGINEERING COMPANY American Shuffer Systems rv. N DESCR"011 DATE DRAWN BY: UP STATE F ILM N.W. 36Ih. SL, 5W. 305. VMM GMDM I'LMDA 3316• Association, Inc. I OLD 17-107 )/2/202 GATE: 7/2/2020 9'-, F Phone : (305)871-1530 . Fax: (305)871-1531 4268 Westraads Drive 2 DlF CQj(i 4 �C4 �`� a ma0: WteaoOaol.cam West Palm Beach, FL 33407 3 DRAWING No �jA S '•..... •"• ?�` CA-0009719 / 20— 64 ,,, /0u nl fdtr`�SEAL/51GNATURE/DATE FLWALORIDA U`. 0 44'67 5 SHEE7 6 10 OF 20 SCHEDULE 4 MAXIMUM SHUTTER SPAN "L+' OR 'L-" (ft.). FOR INSTALLATIONS W/ CENTERMATES. ® & ® or or W/ ONE H.V. LOCK ® or ® or or HD LOCK ® W/ NO LOCKING RODS or CENTERMATES ® & ® W/ ONE HV 'i" LOCK ® W/iWO LOCKING RODS ® TOP & BOTTOM SEE NOTES ,tf uAxenw AsD. �S CONCRETE & WOOD INSTALLATIONS WALL MOUNTING FLOOR/CEILING MOUNTING L+ IN - L -(ft) .L. IN 1 L-GU 30 OR LES. IV-0' 16'-D' 16'-0' 1 t6'-0- 35 14'-10" 14'-10' 15'-2' i 16'-0' 40-�_ -45 13•-10- 13'-10' 74'-2' 15'-2' _ 13'-1. 13,-._,-1' 13'-4' 14'-3' _ 50 12'-5' _ 12'-5` -_---60 1t�-70' tl._IO_ 72'-1' 112'-t7'_ _ 11'-4' 11'-4' 71'-7' ' 12'-4' to' -to' to'-1o' it'i'- i�'-it'- 70 1D'-fi' f0'-6" 75 10'-Y- 10'-7" 10'-4' 11'-1" 9'-10- 9'-10- 10'-0' 10'-9' -__ 85 9'-6- 9'-6' 8'-9— 90 — 9._3. __9,_3" 9._5. 10,-1• _—_-95 9'-O' 105 v IPO — B'-0' 6'-it` 8'-2'- -_ 125 7`10' -• 6'-8' - 8'-0. 8'-5" 130 135 7'-B' 7'-7' -6'-5" i 6'-2• 7'-10' 7'-9" ! W-1" 7'-9" 140 7'-5' -11' 7'-7" 7'-6" _ 145 _ 150 7_4' 7•_O• 155 _7-2•[i--7•_ 7-0-0' - 5'-5- -_7'-2- -165 - -170 _ 175 _ 185 _ 190 6'-10` 6�9'_.� _ 5'-2- 5'-1'- 4'-11' - T-7' 7'-0'y 6'-11'-- _6'-9" G'-7` �6'-4 _ W-2- _ 5'-8' 6�5- ^_ 6'-4' 171. _ 4'-5' 6'-7" 6'-6" _ 195 tI - 6'-3' l _ 4'-3' _ 200 -- W-2• 4'-2• 6'-4 J W-3- 205 6'-1" _ 4'-1' _. 6'-3' 1 _ 5'-7' SCHEDULE &2 MAXIMUM SHUTTER SPAN* "L+" OR "L-- (fL) FOR INSTALLATIONS W/ OPPOSING CEMERMAM! 7 & ONE HV LOCK (?3 or ® or W/ NO LOCKING RODS (SEE NOTES t, tt) MAXWM ASD. OE96N �� ( 1 CONCRETE & WOOD IN tl S WALL MOUNTING MOUNTING `FLOOR/CEILING L + (a) r L - f6) _ — 30 16'-0' 40 - 13-10' 13'-10- 45 ` 13'-1" 13•_t` _ 60 1 V-4' � 1 V-4' _^ 65 IV-10- 10'-ID"_ 75 80 W-10" W-10' _ 85 9'—r. 90 9'-3` 9-3' - 95 - a _9. _100 8'-9' 1 8--4- 105 a'-T- - T-tt' 110 9•-4' 7-7' _ 115 120 8'-0' 6'-11' —_125 _ 7'-10"__ 6'-a" ---135 7'-8' 7'-7- _ 6'-5" V-2'-- 140 7'-5- ._. 5'-11'145 - _ 7'-2- V-7" _ _I50 -- 155 _- 160 170 - _- 7'-0' 6'- 11' _ 5•_5• _- 175 180 6'-7- �W-o"_.-. 4'-9" 185 T 6V-5'�._ _ 4 -6 �.. - 195 6'-3' 4'-3" _ -- 200 6'-2- 4'-2- 205 _ No. 4 STAI E OF MAXIMUM SHUTTER SPAN* "L+' OR "L-" (ft.) INSTALLATIONS WMMETRICAL CFNTFRMLTO & W/ ONE HV LOCKS OR W/ NO LOCKING OOS (VAUD FOR MOUNTING 11 SHEET 7) 'SA DESIGN CONCRETE INSTALLATIONS p FLOOR/CEOAIG MOUNTING OR FLOOR ALL TOUTING L + (I) 1-7 30 16'-0' 35 15-2- _ 40_ 14'-2- -15'-2' 45 - 1313^-4' 14'-3" 50 55 - 60 10'-2' -- 10'-1 Y _ 70 8'-9" 9-4' INSTALLATION LEGEND CONCRETE & WOOD MANSORY WALL A, B, C. D. E. M. N. 0. P. Q. MOUNTING F. K & L R. S, & V. FLOOR/CEILING G. H. 1, 11, J T. U. W & X MOUNTING & M 0 MAXIMUM SHUTTER SPAN 'L+- OR -L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 paf. A.S.D. DESIGN PRESSURE RATING. t HV CORNER CENTERMATE 03 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION 02 NOTE #5. SHEET 5. ttEXCEPT THAT MAXIMUM SHUTTER SPAN 'L+' OR 'L-' AND MAXIMUM A.S.D. DESIGG PRESSURE RA71NG FOR INSTALLATIONS IWO CONCRETE OR CONCRETE BLACK SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64.- 72 p.S.f. AND 8'-0" SPAN, SEE MOUNTING MQ ON -SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 0 HV BLADE 02020 ALTECO. INC. /7T�IMECO�c TILLIT TESTING & ENGINEERING COMPANY 63M N.W. 361A. St. St. 30% VEIGMA GAROINS, RAM 33 PAcne : (305)871-1530 . Fu : (305)871-1531 e cff: 6ReeoGc@Lccm CA-0006719 WALTER A TIL TT Jr. P.E FLORIDA Ue. 0 44167 A.S.S.A. American Shutter Systems Association. Inc. 4268 Westraads Drive West Palm Beach; FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. GIVEN A NEGATIVE AS.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND 'L-". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEIUNG MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: L1-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS L2-- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'L7+', 'L2+'. 'L7-' AND "Ls-' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR CODE(Hon High 'Velocity Hurricane Zan 02020 EASTERN METAL SUPPLY. INC. BERTH/ HV,., Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WNDCIN MADE ULWING No 20-164 PaUTifD CONCRETE ISM UMM1N65 w & c,_D aw = an 51/EET s pDUpm Bl10fpC IMMUL SPAN D W/LLL S I�pUNONG C A WALL HFJiER MOUNITINC (8)WALL HFMER�dOUNiINC ®y,LLy HEADER MOUNTING IJ LL 10UNIING &(F�WALL HEADER/SILL (R) ASR 14527 IEf.VTd: PIOSOIRE RA1rG ( ASD. 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B 14 12 10I B 8 B 55 4 3 - - t4 14 f0 f4 /2 f0 B 9 8 B e e e 43 JS - T3 f1 i2 /2 10 f0 0 9 I B 6 8 8 0 9 B e 14 14 12 12 10 p5 8 7S B 4 - - -- - - 14 14 12 12 10 BS 8 8 7S 83 7.5 JS - - - 8 6 6 B B 8 B e e 8 B 8 B 7S BS 7 75 4S s SS 15 { 4 14 14 12 10 B 6'-0� 12- f0 9 e 5S -- 14 12 1 t0 9 e B 4S �- - 14 12 10 B B 9 8 6 14 12 10 8 a 4 - - 14 j2 f0 9_ B e 4 - e 8 8 6 6 8 B 7S i4 tt 12 1212 10 /0 10 9 0 9 e 9 8 3 5 14 - - - - - - 14 12 10 1/ 12 10 14 12 9 9 B 9 B ! 8 65 4 J - - - 14 74 74+12 12 12 10 1� 10 9 B B B 8 8 B 6 e 5S 6 e J.S SS - 14 14 14 12 12 12 10 10 B 9 9 !S 45 S - - - -_ - - - - - - 14 14 14 12" 12 1265 f0 f0 9 7S 9 8 SS 4 45 - - - 8 g 8 8 8 0 6 B 8 9 7S g 8 6.5 SS 53 6 ♦ 4 4.$ J . - 14 12 7'-0" 74 14 12 12 10 10 B 9 g 45 4 - _ - _ - 14 t2 14 12 TOPf l 8 B 63 4 3 - - - 7f 14 12 f2 10 TO 9 9 6 _ 8 B 7 6 1 - - 14 14 12 12 10 10 9 SS 6 - - - - - - 14 14 12 t2 10 10 9 8 7 - - B 6 8 e 8B 73 0 14 12 f0 9 79 175 3 - - - - 14 12 e 8 - - 14 12 10 9 B 8 6 - 16 72 1D 6 - - - - 1{ 12 10 a BS (i5 7 - _ 8 B B B 8 B 8 8S B 7 5 5 14 12 f0 9 5.5 14 12 10 9 B 45 - - 14 12 10 9 e e - - 14 11 7 -_ 14 11 7 SS 3S - - 1 - 8 B 7 33 45 35 4 - - - - - 8'-0• 14 14 12 72 10 TO 9 5.5 SS 3 14 12 10 B e 4S - - 14 12 10 9 e e -_- - 14 12 10 7 4 _ - - -_ 14 12 10 9 B 3 g 9 B 8 6 73 - 7 1 - 1{ 12 10 B B - - - 14 12 10 9 B 15 - - 14 12 0S 3 - - - - 1{ 12 BS 7 4 - --j - 8 8 8 7 5.5 4 3 _ 14 12 f0 B S - - - 14 t 12 10 6 B 4 - - 14 12 10 B 8 8 - - 14 12 B-5 - - - - - 14 12 9S 7.5 4b - - �(- B g 8 7S 6 45 - 14 12 10 6S 4.$ - 14 12 10 9 7.5 - - - 14 12 10 9 e - - -' 13 95 4 - - - - - 13 95 651 5 B 8 83 S J 9'-0• 14 74 72 f0 SS 4 - -}i N T. 12 10 9 7S - - - 14 12 10 9 8 __ - _-_ 1{ 12 f0 5 - - - - 14 12 /0 9 SS e B 0 8 65 6 3 14 14 12 12 12 BS 10 4 6 - 1 35 - - I - - 14 12 10 14 12 10 is 9 9 45 7 - - -_ - - - (,- - - 14 74 14 12 12 12 1D 10 l0 9 9 9 73 8 8 - - - - - - - 14 14 1.3 115 13 e5 AS S - - - - - -_ - - - - - - 14 14 115 12 73 6 8 83- B 8 7.5 B 5 4 10'�- 12 12' 49.�55 5 d 3'S - - - - - - - - _ �!OSS 14 1{ 55__U J - 14 1210 12 10 9 9 ME - - is12 14 112 7 _ 3 - - - _ _ - _-7355t4 - -_ 1412 tt fOS f0 7 7S 5 SS - _-_ - -_ e 8 6 B 8 7S 45 - -14 - _ - 12 3 ! __! 1 - - = - 14 f4 12 f0 11 12 10 14 12 10 - - - 9 - _ - - - - - �j -1- - _ -_ - - - a 14 14 14 f2 12 S2 10 10 10 49 - - _-_ - - - - - _ - - - f4 14 it 11 8 12 - - S - - _- - - - - - - - - - - 14 ,OS 14 tt g 12 75 5 10 - -_ - - - - - - - - --e - e 8 _B 6 7 B 73 N. 8 5 8 B SS 4S S 4 JS 8 B 7S14 - 7 - 3S - - 11'-0' T4 14 14 12 12 12 7 7 4 = 14 12 _- --1 = _ - 14 12 10 - - - - - 14 12 f2 10 f0 - - _ - - t5 9.5 - - - - - _ _ 2.S B3 e - - - 6 3 4 12'-0' 14 14 74 14 �/ 12 12 12 12 12 5.5 SS S5 5 -_ - - I - - - - - i _ - = - - - 1{ 12 10 14 12 10 11 12 0 14 12 - T4 12 - - _ _ - _ - - - - - - _ - - -- _ = 14 14 14 74 1{ 14 12 12 12 12 12 1z 10 10 113 10 _ - _- - - _ - �- _ - - - _ - 3S 2S 9 1• 70 -flj{ 8.6 jIT4 93 I 43 f2 - 4 - - - - - _ - - - _ - - - - - - - - - _ - - _- - - - 14 95 1S IJ,S g 14 to 7 12 B.5 9.S g,S t2 7 33 to 4 IS _ _ -� _ _ _ _ - - _ _ 1 - - B B e 8 e B e BS e B 7 9S- 7 4S J5 53 4.5 6 (5 IS 13 e 3 { ! - 6 3 - - _ - I - - - i - 1 _ (- - - - - - 13'-0� �� 1O _ _ _ (" _ _ _ 14 t2 - _ _ _ - - __ _ _ _ _ f03 e E. - _ - _ - <_.___. _ I - _ -14 f1 14 12 121 1..< _ - _ - _ - 14 12 _ 74 12 - 2_ __ _ _ _ _ �_ _ 14 14 12 12 - - _ - _-_ __ _ - - -_ _5.5 _ - _ n.5 g 6 3 _ _ _ _ _ _ _ - 1.51 8 e.S - - -- - _- _- _ - _- 8 B 6 8 e S 55 45 / 4 J.S - _ JB _ _- 14'-0" 14 7 ' _ _ _ - _ -if 12 _ _ - _ __ _ __ - _ 14 12_ _ _ _ __ -10 4 ___ y� _-_ _ __ a12 0 7S_ - _ ___ _ __ _ 6 _. 8 7S _ 6 5 e 4_ 75_.--_ M 12 1 - - - - - i4112 - (- -T- - OS 4 - --I - 1 - OS - _ - I -�- _ - 8 a 5 4 _3t4i4 ��-_�-_ _ -_ fl - __ 71 - 74 4 li - _ - _ - 7- _ _ _ - _ - _ _ 7.5 14 9 t- -- -i- - - _ _ _ _ 73 74 - _ 1 - I- - - 7S SS 6 e_ 75 _e _J - 7p - 71 14 _ _ 10 I _ _ _ _-T- _ _ 10 16'-0� 14 ti 141- - - I 'j{}--� - i1_- N _ _ 14 - f.=' _ -(�_ _ ^= _ 14 4 14 _ _ _ _ _ _ _ _ _ _ 7 14__ 8 - _ _ _ _ __ _ 7 14 _ 1 _ - _ __ _ _ _ _ _ _ B 7S g B 51- B 75 B 7 1 - 14 -_ _ - - 14 - _ _ _ _ 6 BS1 15 - ```�1;'•d`:.5F5 .. .. , ' /,'Ai7�, 02020 TO.TECD, INC. `` ;N••• EN c,'-jr �__ IL EC® No. 441 7 ' * ** -f.O/d�fi' � TILLTT TESTING & ENGINEERING COMPANY a'• STATE 5375 N.M. J61h. St. Sle. MS. 47ROBOA CA OFG. 1LORIOA 33 '9 •,. ORii 1 •: "`���VVV Phone : (MS)871-1530 . F.: (305)071-1531 a -mail: tat ecao4d- CA-0006719 `CC.I A Otllf Jr. P.E NAL 1r1r1JAT1+or/n4rr FLORIDA ORUe. 8 44767 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 *SEE LIMITATIONS OF USE FOR BLADE 9 ON SHEET 19 HV BLADE OR n HV BLADE W/ l HV WINDOW BLADE WORKING IN UNISON MDA A.S®S.A. American Shutter Systems Association, Inc. 4266 Westroods Drive West Palm Beach, FL 33407 ligh Velocity Hurricane EASTERN METAL SUPPLY, INO_ iwa." ■ ■ MA re ® T!A Accordion Shutter System H.V. BLADE #1 W/ OR W/0 KV. WNDW BLADE CAWING No 20-164 E0.&HON POUISD caIOIETFF✓OONOE7E ROOT POURED CONCRETE u �1Df EQWALL SILL MOUNTING ©CEIIJNG MOUNTING @FLOOR MOUNTING (fQ &SAL Mw NGONE PIBSAi1S IW46 F1HX50. MCR KMGNE RNESX 205 ISM. 30 TIM 40 NUSAM SO 75 PRISM ED 120 IMRNG i 160 (� 205 JO 40 60 7S 90 120 160 205 30 40 60 175 1910 120 180 14 12 10 9 6 8 B SS 14 12 10 B 8 8 5 6 14 2 To 8 0 8 8 8 3'-O' 14 12 10 B 6 e 6 6 14 12 10 9 B e 6 6 14 12 10 9 5 8 8 6 OR 14 12 10 B s 8 B -8-7 6 14 1210 9 8 8 8 8 14 12 10 9 8 8 6 5 14 12 10 e" S e r4 Ti* 10 9' e e 6 6 f4 tz to s e B s e 14 12 10 B 1B 7 55 33 14 72 10 B B 6 8 6 14 12 to 9 0 B 8 ! 4! 14 12 10 B 8 IT 5 6 6 14 12 f0 9 8 5 e 6 14 12 f0 9 B' 8 8 53 14 12 10 9 B E 6 4 14 12 f0 9 B 8 6 45 14 12 10 9 8 6 { 33 14 12 10 9 8 8 8 4S 14 12 10 9 8 8 8 5.5 14 72 l0 9 B 8 6 43 14 72 75 Sb 35 - 11 72 10 9 8 8 6 S 14 12 10 9 6 7 S3 { 5'-0' 14 12 B 9 B 71 12 10 9 B e 6 SS 14 12 10 9 5 e 6 45 is 72 19-IC795 6 7 4 - 14 12 12 9 6 53 3 35 14 12 f0 B 83 5 15 3 14 12 B 73 4.9 - 14 12 10 9 8 B 8 45 14 12 10 9 5 8 4.5 H 11 12 fiS 43 - I - 71 72 10 9 8 7S 53 4 11 12 10 9 B e Ib 35 6'-0' 14 12 10 B 8 6 e - 14 12 10 9 8 B 8 '4 5 t4 12 10 9 B 65 S 3.5 14 12 70 9 75 53 3 - 14 12 f0 Bs 7 55 S 14 12 8 65 53 4 ] 14 12 10 B 8 6 - 1{ 112 10 9 8 BS 5 Z75 14 12 10 BS 8 i 5 4 14 12 B 6S 55 J - - LI 12 10 9 1 B BS 43 3S II 72 10 B 7 5 SS 3 7'-0. 14 12 1D 9 e 5 - - 14 12 10 9 8 7 S 14 12 10 8 7- AS 4 3 14 14 12 12 IO 10 B tL5 85 7 4 4 - - -- 14 -1{ 12 -- B 73 6 _! _ _4 - 14 103 7 SS 45 3.5 I - - 12 10 9- 7.5 3.4 4 --- 14172 B 7 75 63 - - 14 11 7 55 45 - - - 14112 10 9 75 55 4 - /{ 12 8 7 8 4.5 3 8'-D' 14 12 10 9 B ES - - 14 12 10 9 6 6 4 - 74 12 10 B 85 5 3S - 14 12 8.5 7 3.5 3 - - 14 12 B &S 5b 4 3 - -75 BS 6 9 ♦ 3 - - 14 12 9.3 75 6 - 14 12 95 a 6.5 5 - 14 12 B 6 9S { 1S eS OS 5 35 - - - 14 12�01 5S 514 12 B eS 5 49'-a'f4 12 f0 v B - - - 14 12 75 43 - - 14 12 9S 7 55 414 115 7.5 6 4 - 14 tf 5 35 - 115534b3b- I4 72 B 65 4S - - 1{ 12 55 4 - - 14 105 7 5.5 6 45 - 115 14 - B.5 12 5.5 10 1 9 7S - - - 14 12 B 7 B 45 - - 14 11 7 5.5 4.5 35 - - - 14 i2 10 B 65 5 - _ - _ N 12 8 6 5 4 - - 14 14 105 11 7 7.5 5 &5 33 - - - 1 - - - - 13 14 9S 115 65 9 5 6 4 5 3 4 - - - TO 25 75 9b 5 6 4 S 3 4 - 4 - - -- 105 1 - 14 121 B ITS 5.5 4 - - 13 10 OS 5 ♦ J 74 12 10 - - - - - 14112 9 7 6 45 - - 14 NOS 7 Ss 45 s-5 - - 125 93 5 - - _ - - 12 9 6 45 { 3 - 8 7 45 35 3 14 10 7 - - I4 1103 7 5S 145 - _ 13 83 SS 45 &75 - _ 95 7 II.S - - - 14P12 75 fi 5 - - - 12 9 6 ± 4 - - - 12'-0' 14 12 10 - = 114 B BS 55 - - _ 13 10 65 5 4 -f IS JS BS i39 db - - - - - - ff8 13 B.5 5. 4 1 - - - 03 6 B 4 5 a 4 - - - - B 6.5 - - 14 1D5 7 6.6 45 - -_ 11 Sb SS 1-5 3.5 - - _ 13'-0' 14 12 - - - - - - - 14 115 7.56 ! - - - 129 5 {.S ! - OS e - 10 7.5 5 4 3 - 73 5.5 4 ] 9 IT 43 4 - - - 9.5 7 5 4 - - - 5 B -_ 13 9.5 6S ! - 03 7.5 5 1 4 - - - - 14'-0' 14 10 1S f2 7.5 e I _-_ - - 1 _ - - - _ - - - - 14 1Q5 9 { 7 11 J E I55 7 SSI - = 17 5.5 Sb"1.5- iS 3.5 4S - - -- - - - -- 7 i 5 65 35 sb 3 - - - - - 7b 14 9 10 - - - _ Iy -_ _ _ -_ - - 12 9 6 - - - - - 7 4.5 - - -t - _-_ - - SS 10'65 - - - OS ra e 515'-0' BS 85 4 __ '_ __-_ _ _ _ _ 6S S ] - B fi - 16'-0' 7 14 -_ - _I +1tI - - - - 15 B3 26 95 S3 6 1 _ j= - - ! - 9 - -_ 10 75 5 - No. 44167 Tt F(oR�pP .M unee a pf 1T1 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL SO POEMS LID -SET BLUE TAP W/ CAP TAPPER+ 4 SBL UIlILAn OF 16S ! elA➢E lu/1 di SHFkT 19 1) HV BLADE OR Q ),HV BLADE W/ (1-N HV WINDOW BLADE WORKING IN UNISON 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO DUSTING POURED CONCRETE: (UA. fC - 3 Ioi) - 1/4"0 TAPCON OR TAPCON WON ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY LT.W. BUILDDL (Nti f c 3 ksi) - 1/4 To IT 3/4' ALL POINTS SOUP -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. f'c = 3 Teti) - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. feI - 2 IW) 1/4'i TAPPER+ ANCHORS As MANUFACTURED BY DT:WALT, INa, AND DISTRIBUIED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, Wa (Min. f e - 3 Mml NOTES: Ai) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPMN WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4% AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2'. A.2) MINIMUM EMBEDMENT OF 1/4'I x 3/4" ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE ND EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NQfFS A7) & A2) ABOVE FOR INSTALLATIONS ON VINYL SIDWO OR ELLS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR ObTALIARON INTO ELLS WITH META. STUDS SEE SHEET 20. (8) TO EXISTING CONCRETE BLOOL (ASTY C-90) - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUUDEX. - 1/4'0 x 3/4' ALL POINTS SOLID-SEr ANCHORS, AS DISTRIBUTED BY AL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - 1/4.0 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT, INC.. AND DISTRIBUTED BY AL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES ELI) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4- AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. B2) MINIMUM EMBEDMENT OF 1/4'd x 3/4' Al POINTS SOUR -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SS, MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, AND i' MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING 1YALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE VAN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1) 41 B.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WTHOUT META. STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO ELFS WITH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED FOLLCMRNG ALL. OF THE RECOMMENDA71ONLS AND SPECIFICATTONS OF THE ANCHOR'S MANUFACTURER (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EQGE DISTANCE VERSUS Sp,�&�RC7_SCHEDU�E FOR ANCHORS: MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED. REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE FACTOR A( EDGE GE DISTANCE TAPCON TAPCDN WITH ADVANCED 7HRFADFORM TECHNOLOGY ALA. POINT SOLED SET BLUE TAP W/ CAP TAPPER MIN. SPACING + E.D. MIN. SPACING = 3' YIN. SPACING = 3' MIN. SPACING - 3 1/2' MIN. SPACING = 3' 3 3/4' 4' POURED CONCRETE & POLED MIMMME OGHGRETE HOOK POURED CONCRETE & POURED CONCRETE & 9ED PaCONCRETE CONCRETEtSOIX CONCRETE OCK IFL TE r WL M.31/2' NHL EA. 21/Y CONCRETE BLOCK Lot.Ea.3 , CONCRETE BLOCK MN EA.3' WL FD.•3 1 n MN ER •2lit 3' 1.0 _ 0.90 _ _ -_6. 1.0 0078 -_._ - _ _ 1_0 - r.__ __. _ _ 0.04 1.0 2 1/2' - --- - --- - - - - 1.0 _ O.W 1.0 2. 0.71 --- - - -- ---- -- --------' .-'-OS7 -. 02020 TILMOG. INC. IL 6C�,I r1C TILLIT TESTING & ENGINEERING COMPANY 055 N.N. 311"' 03 St. Ste. 3. V. WAGONS. G NS. FLORIDA 33 Phone : (305)871-1530 . Fox : (305)871-1531 e-moll: htecoOool.txlm CA-0006719 WALTER A TILUT Jr. P.E. FLORIDA Ue. 8 44167 A,S.S,A . American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 ligh Velocity hurricane EASTERN METAL SUPPLY, INC. o6F ■ "'Pa n w TM Accordion Shutter System KV. BADE #1 W/ OR W/0 KV. WNDOW BADE CAWING No 20-164 I r3. 4. \ :Ill :?-,7 :le \1 _ fir::{?-ir\4. .4 .11 \, 1/' Yr: hr\ :al •: !\.. :71 r.... \:�: :Ir\. POURED CONCRETE POUREDfONCREIE MAXIM7RENCN K OWALL/FLOOR MOUNTING .AGC ©WMIAALK OVER MOUNTING I WAUI aYER & 1 TORDM J RAVJGU1IRD MOUNTING BAN (0) _1COL9IlNGS ASIX._ (BSRIN 1[IiOIVE RrSM RUN W AM 17 M IdAINE IT359RE MW MRM MWK PFMW IMilO mw hewn FRWK 111 n 30 40 60 75 9a 120 160 205 ii 1.40 60 75 90 t2o i6o 2os 3o 4o so 7s Bo 12o I60 2D5 30 ,4o 60 �5590 tzo 10- 2os 74 /2 10 9 B e 6 /2 12 tz 12 12 1S 09 8.5 7 ) 7 7 ) Ss s S 5 5 5 3'-0' 14 tx 10 9 9 e e 6 12 12 fa 12 1] f2 es 7 T 7 7 7 7 7 7 7 b s s s s 3 S S R f4 12 10 9 6 6 6 6 12 12 12 12 Cos 6 6 45 7 7 7 7 7 7 7 Bs S 5 S b 5 S 5 S 11 12 10 9 B p e 6 fa 72 12 12 f2 10 7s e 7 7 7 7 7 7 7 7 S S 5 5! 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No. 441 7 - i`'�0, TILLIT TESTING & ENGINEERING COMPANY STATE F �/ W55 N.W. 36M SL. Ste. 305. VR M41 CARD171S. rLOADA 33 1 'p'•, P Phone : (305)871-ISM . Fax : (305)871-1531 %�i��•!r(p R{ • ` �� a-m0D: Uft-00ols0. G-00057t9 � Jr. PE *1111 &kh o\aII . ral —1 or 1— FLaams U. f 44767 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 0 VALID ONLY FOR UP TO +70. -75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 0 HY BLADE ONLY A,S,S.A. American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 in High Velocity hurricane 2020 EASTERN METAL SUPPLY, INC. Yi." ■ p7M n W TM Accordion Shutter System H.V. BLADE #1 W/ OR W/0 H.V. IWI DOW MADE tAWING No 20-164 MAXIMUM A-S.D. DESIGN PRESSURE RATING (,n.e•f•)_AND CORRESPONDING MAXIMUM ANCHOR SPACING u4a 1TI SCHrnF FAR A GIVEN MASHL�R SPAN,NECATME AS D DESIGN PRESSURE RATING AND A CORRESPONDING MOUhmNG TYPE (SEE MOUNTINGS ON SKEETS 15 & 17). a�; L_J EEB Z� T IRSOUTHER SOUTHERN PINE No. 2 W MIN. G-0.55, DOUGLAS FIR W/ MN. G=0.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 1/ PLYMWOOD DX N'� 7i °• gO�1�L0.S AVIV, % S' 1y0 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 SPAY (NI WALL MOUNTINGS M. N. 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M, N. 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M. A 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS P& 0 B.O. WALL MOUNTINGS S& V B.O. WALL MOUNTINGS S& V B.O. WALL MOUNTINGS S& V L^R®IIQatE IID�/Et�T� 30 40 60 75 90 OS _-®---foT�Hsea1�(p) 30 140 60 75 90 O5 "®IID71L7 RF8RID7E (F� 30 40 60 75 190 O5 9em R�axr�ERWs I� 30 40 60 75 90 05 ^.®mn==R06W 30 40 60 75 90 D5 1E5171 ®CIE II®.YER6F6 (� JO 40 60 75 90 705 li9R �6E1RmE �4i ({Q 30 40 60175 90 105 OS MURE&EE &OC(� 30 40 60 75 90 05 a REMAIN ER,i41HMMM 30 40 60 75 90 05 ®11 sOmE pL9EEMEB � 30 140 60 75 90 05 '-0' OR 12 10 10 9 8 8 6 6 6 6 6 16 12110 10 8 6 6 fi b 6 6 12 10 f0 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 72 12 12 12 12 12 12 12 12 12 12 12 4'-O' 12 70 10 9 8 8 6 6 6 6 6 6 12 10 10 8 66 6 6 6 6 12 10 10 B 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 T2 12 12 12 12 12 12 12 12 12 5'-0' 6'-0' 12 12 10 70 10 10 10 9 9 9 8 8 6.5 8 6.5 4 6 6 6 6 6 6 6 6 6 6 6 .5 6 SS 4.5 5.5 4.5 4 12 f0 10 +1111, 8 6 6 6 6 8 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 T2 12 12 12 12 12 12 12 12 12 12 12 0, 12 12 10 10 10 10 5 3 6 6 6 6 6 6 ',5 5 5 4 4.5 3S 12 12 10 10 10 10 9 7 6 3.5 3.5 - 6 6 6 6 6 6 6 5 5 4 4.5 3.5 6 6 5 5 4 4 4 4 3.5 - - - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 f12 12 12 12 12 0.58.5 10 8.5 7.5 _ 7'-0' 12 10 12 10 107.5 4.5 3 6_ 6 6 5 4 3S 12 10 10 5 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - - 6 6 5 ,5 3S 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 9.5 72 12 1.5 9 7S 6.5 _8'-0` _ 9'-O` 12 70 10 5 3.5 - 6 6 SS 1.5 3S 3 12 10 9 4 - - 6 6 4S 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3S - - -_ 12 12 12 12 12 10.` 12 12 12 1. 9.5 8.5 12 12 10 8 6,5 5.5 _ 10'-0' 12 12 10 10 7.5 SS 4 - - - - - 6 6 6 6 1 5 4_S 4 - 3 - - - 12 12 f0 10 6 4.5 3 - - - - - 6 6 6 5.5 4 3.5 3.5 - 3 - - - 12 12 10 1 O 3 - - - - - - - 6 6 6 5.5 4 4 5.5 - 3 - - 6 6 5 5 - - - - - - - - 12 12 12 12 12 12 12 12 1.59.5 10 8.5 12 12 12 12 12 12 70. 9.5 8.5 8 7.5 7 12 12 12 12 9 8 7 6_5 6 5_5� 5 4.5 _ 12'-0' 12 12 10 10 4.5 - - - - - - - 6 6 6 6 a - - - - - - - 12 12 10 f0 3.5 - - - - - - - 6 6 5 4.5 3.5 - - - - 70- 7,5 - - - - - 6 6 5 4.5 3.5 - - - - - 6 6 5 4.512 - - - - 72 72 12 12 120. 7. 9.5 B.5 E 7.5 12 72 72 T2 11 10 8.S 8 7 6.5 6 5.54.5 12 1.57.5 6 5 413'-O' 414'-O' 12 10 - - - - 6 5.5 - - - - 12 7 - - - - .5 4.5 _- _ 1-i-T 7 _- - - - - ".5 4.5 - - - - 6 3 - - - - 12 12 12 9.5 8 6 12 12 9.5 7.5 6 4.5 12 9.5 8S 5 4 312 - - - - - 5 - _� - - - - - - $ - - - - - 6 - - - - - 12 12 11 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5 4 - T2 - - - - - 5 - - - - - - - 5 - - - - - 6 - - - 12 12 10. 8.5 6S 4 12 12 8 6.5 S 13 11 8.5 5.5 4.5 3S - (1D HV BLADE OR i1D HV BLADE W,[ nHV WINDOW BLADE WORKING IN UNISON* . 6 84DE D19- w©ON nARaas a SHEET 18 } NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL. FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS 3. SUBSIRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE Na 2 W/ G-0.55 (NOS) - 1/4'0 TAPCON ANCHORS. AS MANUFACTURED BY LT.W. BUODEX W/ MINIMUM EMBEDMENT AS INDIGTED AT -DOUGIAS FIR W/ C-0.50 (NDS,) EACH SECTION ON SHEETS 16 & 17. -SPRUCE PINE FIR NORTH W/ G-0.43 (N.DS.) E%CFPTIOW SEE NOTE 2 BELOW. -SPRUCE PINE FUR SOUIH W/ C-038 (NDS.) -MIN. 1/2' COX PLYWOOD (1986 APA) 2 ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U. SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2018 SPECIHCATIONS. 4. ANCHORS SFULL BE INSTALLED FOLLOeTNG ALL OF 7HE RECOIO@70ATIDNS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLONDA BUILDING CODE (Non High Velocity Hurricane Zane, ``\\\\\\11111ollll 01/ AAA' 112020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. ,,.��`��Rp:•• BERTHA HVTM Vie` • V EN •'9 ''; A. S . S I.A. Accordion Shutter System 44 $7 "• C N e' FLv BLADE 611 W/ OR W/0 nV HTMW MADE 3 N0. Amedcon Shufter Systems DESCRIPTION DATE DRAWN ST: MP TILLIT TESTING &ENGINEERING COMPANY 3 * * SM N.W. 31Ad SL, BIG 303, MRYaaA GARDDRS 7fRDA �, AssaciaHon. Inc. p OLD 17-107 /2/202C DATA 7/2/2020 i o : STATE F /�`'��'�I' Phone : (305)871-1530 . I- : (305)971-1531 4268 Westraads Drive DRAWING No e-nwD e6tec°Oaae°m West Palm Beach, FL 33407 CA-0008719 20-1 b•4 '�i ���C•••.. c wALTTRAnLUT.u: P.E FLORIDA u- 0 44167 SHFF7 0 1/4"0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON TAPCON WITH ADVAN THREADFORM TECHNOL Y 1/4 0 TAPCON OR W/ 1 1/2" Min. PENEfRATI �/ I r-TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING T EXISTING WOOD HEADER ! M.N. SFPARNIOY WOOD HEADER. (SEE SCHEDULE ON SHEET 15 1 (SEE SCHEDULE ON SHEET 15) / 5 /I\ + 1/4'0-2Gr3/4' S.S. MACHINE t TO G SCHEDULE � 1 FOOT SHEET SCREWS W/ 1/4•-20 NUTS (— II FOR BADE (DAND 12" O.C. ' ON SHEET 19 FOR �J >< L71L4TINu BIAOr50&Q7� GLASS ---A ,I a N y ,/ WALL / I rA EXISTING MIN. 9 L 2"a4' WOOD T HEADER REQUIRED It IXISnNG N, gpApARp,N GLASSY fil55 (� I oN SFffEf _ a — i 11 BlA t ml encc .9 p9) t 7 ®1iV WALL HEADER I ALLATION EXISTING I. GLAS--� _ _ 2'x4' CONr-{ FAIN' SEPARATION TO GLASS I 1 - O WOOD PLATE (SEE SCHEDULE ON SHEET 11) REO'D.- , - WALL • - _ - :/ FINISH : i 1 L/ I 111�.Z\` `1 I 11�'OPTIDNAL r...-WALL FINISH (90 1 EXISTING MIN. L'7' '- 214" W000 I HEADER REQUIRED 9 I MIN. SEPARATION TO GLASS GLASS--I EXISTING (SEE SCHEDULE ON SHEET 11)- - - C MLN. SEPARATION TO GLASS IX 0 (SEE SCHEDULE ON SHEET II)- GLASA IJ 1/4"0-20r3/4" S.S. .- MACHINE SCREWS W/ �I1/4'-20 NUTS ® 12 O.C. OR 18 r 2":4" CCNT. WOO PLATE ZI `) I - _-_ -} @.013A �' i'III `>,.1, •• 1 1%40 TAPCON OR TAPCON WITH ADVANCED - THREADFORM TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. S ii i l�l (SEE SCHEDULE ON SHEET 15) ') 2"t4" CONL SILL OO F1V WALL PLATE REO'D. SILL INSTALLATION a I IB - 1111SEPARATON TO GLASS —----- (SEE SCHEDULE ON SHEET I I)' 1 • EXISTING G115S-� a � 9 1/4'0-20.3/4' SS. MACHINE SCREWS (: USING 1/4"-20 NUTS -I ® 12" D.C. -•. I i. _. f REQ D. 1 I'T 1' Min. wi OR " 1/4"0 TAPCON OR TAPCON WITH ADVANCED 1�•1 THREADFORM TECHNOLOGY Vl/ 1/2' Min. PENETRATION OF THREADED AREA INTO PLYWOOD ,- • (SEE SCHEDULE ON SHEET 15) EXISTNG MIN. 2'n4" 1/2" MIN. COX PLYWOOD REO'D. STUDS © 161 O.C. MAX._.._ REWD. PLYWOOD TO BE 2 X4" STUDS a 16' O.C. MAX. REO'0. ATTACHEDIN HE ATTACHED TO STUDS IN ACCORDANCE EO WITH ACCORDANCE 2308 OF THE F.B.C. oil 1 1►ICTAI I ATIA\I SECTION 2308 OF THE F.B.C. No. 441 Tlr Tk -o STATE C I ''i ll�.• I ��t:: 1/4'0 TAPCON OR 1 l r2-IMOUNnNO TAPCON WITH ADVANCED SEE SHEET 4 FOR TYPICAL CDX) THREADFORM TECNOLOGYHUTTER ASSEMBLY.LYWOOD REO'D. W/ 1/2" Min. PENETRATION OF SECTIONS CAN BE WALL FlNI THRE40M AREA INTO PLYWOODOMBINED IN ANY WAY TO (SEE SCHEDULE ON SHEET 15)UIT ANY INSTALLATION. © HV WALL SILL INSTALLATION • EM�AroONnsS OF 19 DF I' 02020 TILTECO, INC. 4 N `---=1" Min. 1/4"0 TAPCON OR TAPCON WITH ADVANCED t I 4" DUM• . PURE ;l �•' THREADFORM TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO E-1. 1YOOD HEADER (SEE SCHEDULE ON SHEET 15) WALL FINISH ® HV WALL SILL INSTALLATION IL E C o INc. A.S.S.AS American Shutter Systems Association. Inc. 71LUT TESTING & ENGINEERING COMPANY 635.5 N.N. 3611e SL, Ste. 305, NAGWA CARDOiS, ilORiOA 3318 Ph.. : (305,871-1530 . Fm : (305)871-1531 4268 Westroads Drive a- ii, bli..ftcl n CA-ooa9719 West Palm Beach, FL 33407 WALTER A. 71UJF Jr. P•E 'NATURE/DATE FLORIDA U. S 44167 CODE (Non High Velocity Hurricane Zan, 02020 EASTERN METAL SUPPLY, INC. BERTHA HV>x: Accordion Shutter System N.V. BADE #1 W/ DR W/0 H.V. V17NDWl B A X iAWING No 20-164 WALL FlNISH SPAN & DESIGN LOAD FOR INSI 1/4"0 TAPCON OR r TAPCON WITH ADVANCED 4'x8'(�x� MG THREADFORM TECHNOLOGY WOOD bFAN REEQUUIIRED. W/ 1 1/2- M:n. PENETRATION OF THREADED AREA TO 1/4'0-20x3 4' S.S. / STRUCTURAL ADEQUACY - OF DILSMG WOOD SWJ EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 1' PHIWPS TRUSS HEAD ! Min.-; S TO BE CERTIFIED BY OF 19 WLIACEIUHE 0 NUTS F.EO-I-..'� 012' D.Q. rl ARCHITECT PRIOR 'TO SHUTTER INSTALLATION. 1/2'. (IF APPLICABLE) EXISTING WOOD TRUSSES OR RAFTER o 24' O.C. REQUIRED /1. OR 5 1 4'0 TAPCON OR �..—• i _ _�._�- .l t71 ll TAPCON WITH ADVANCED ' / EXISTING SOFFIT •2SJ` THRFADFORM TECHNOLOGY ___3/4' Max. TNK. Max. W/ 1 1/2' Min. PENETRAMONr-- ' OF THREADED AREA TO EO EQ /�' 114x3/4' �,. �EQ. EO i ,) ^ _ k4'x1/8" CONT. ALUM. TUBE i ,-• OPTIONAL EXISTING WOOD HEADER +1-+---7 (6063-T6 ALLOY) W/ r / . S.N.S. L I 1 (SEE SCHEDULE ON SHEET 15) F a 6O.C. I 1 1 (3)5/16.0 LAG SCREWS TO 1�---�._ ( '•` i �1 or O3 or 15 or 13 or 15 i U ��� EACH RATER OR TRUSS. 1 LOCATE LAG SCREWS AT ' L. EXISTING MIN 214' 1 I (' �' 1 MIOWIOTH OF EXISTING WOOD IXLSTING-1, HEADER REO'D p - �� ) I�-) OPEN HOLE AT EACH - WEMBER.V(22 ��NOMINAL GL<55 - -- MIN. SEPARATION TO GLASS I I I 1 (SEE SCHEDULE ON SHEET 11)` EXISTING I STUD TO ACCEPT PENETRATION OF THREADED a I ( GLASS_I 5/16.0 LAG SCREW VAUD I I AT CENTER OF TUBE INSTALLATIONS FOR 72psf i1 iii I W1. SPAROUM I MAX. A.S.D. DESIGN LOAD AND QS HV WALL HEADER INSTALLATION ISO.a( i� °ate �aA I� 4 s-D-MAx SPAN. IN 'I II FOR alLLE md.9 I SDBnxc S sm I INSTALLATION IS ONLY VAUD FOR WOOD W MN. SPECIFlC I of OR UL 19 Ta __ 1Q OR ® '� I ME arm OAhv / 1 aA 60) e e Ad CN SM 19 1oR GRAWTY OF 0.50 AS DDUGLAS 1-SEE SHEET 4 FOR TYPWAL SHUTTER ASSE46LY --1 •Y- I MACESID A,A} I ♦ FIR OR SOUTHERN PINE No. 2. 2-MOUNRNG SECTIONS CAN 13E [OWMED a1OT HV CEILING INSTALLATION -- �F -- FOR ( OR EQUAL IN ANY WAY TO SM ANY 3TAUATION. U )BY CEILING INSTAL TION ' Sg i I MIN. ( I _. MIN. SEPARATION TO GLASS {' -I ScHmta ON Sim OR SEPARATION (SEE SCHEDULE ON SHEET 11)-`--� ( IXG w TO EXLmN i ~ cLAss'` ! QeLAo6�rn'ea@`a' y JIASS (SEESCHEDULE EDUD LE I I ON SHEET 11) I I ALTERNATE I I I a ' ANCHOR LOCATION I I I- I E%ISTING 1 ,p, FlNISHJ I ( I 3/8 8N. I GL/LSS-I nJ:<- - ). 2'x6' MIN . WOODMo`_SEc I�REQUIRED No FINISH OR x6' MLV. WOOD- _T SCREWS 012o REQUIRED (NO AOWED) FINISH ALLOYED) I -EDGE I,_�__ __ - i EO .-• wO EDGE OF DECK-' f -- -� /2. , OF ----_- ¢ _ - - EDGE OF DECK ` )� IF APPLICABLE - -- - DECK IF /? �. _ £il"----.a _ APPLICABLE .- -`-. _ - IF APPLICABLE 1.'.` 1/4' x /4' S.S. �-.1 - � ;i i,{�I, i 1/4.0 OR - L11PS TRUSS' HEAD ��.=2'JJu:r--- - -_ 7 1 1 TAPCON WRE D� - ..MACHINE SCREWS —..--=--_._ i I SILL CONT. � THREADFORM TECHNOLOGY r� - --- -- 1/4'0 TAPCON OR TAPCON WITH ADVANCED I r f yl SILL PLATE W/ 1/4'-20 NUTS 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREAD THREADFORM TECHNOLOGY W/ 1 1/2' Nin. '-'-- 2• MIN•'-' W/ 1 1/2' Min. PENETRATION 0 12' O.C. ;----2' MIN. 1REO:D. 1 I' • OF THREADED AREA TO TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED PENETRATION OF THREADED J TyrI_ - FXISTPIG WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) AREA TO EXISTING WOOD HEADER (SEE ---- -- 1 (SEE SCHEDULE ON SHEET 15) ♦ SEE LDIRATIONS OF USE FOR I SCHEDULE allSHEET 15) �V HV WALL SILL INSTALLATION E IMON SHEET 19 ® HV FLOOR INSTALLATION OX HV WALK —OVER INSTALLATION FLOMDA BUILDING CODE(Non High Velocity Hurricane Zone, 02020 TILTECO, INC. @ 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM n �. A.S. S.A. Accordion Shutter System No. 441 7 = Kv IRADE g1 W/ OR W/O RV. WINDOW BIADE TILLIT TESTING &ENGINEERING COMPANY American Shaffer Systems * <L7r/' Y EV. K DESC IPTICN DATE GRAWW W. M.P o STATE 0 �� 0 5 NX 35M �- St.. X5, YeG04A GW�• n=0A 33+E Association. Inc. + OLD 17-107 /2/202DATE: 7/2/2020 Phone : (305)671-1530 . Fax : (305)071-Ism 4268 Westroads Drive 2 40RID .�a��w�� a-^ro �o Lwm West Palm Beach, FL 33407 z DRAWING No ��''AicsSlONA1 o � W LtILLR ii1� 4 20-164 4•... tnl� crAl /rlrxlAn nor /n�rr 0 5 1 4., 2•a{• RN. crow Slays (AS AR1102to DaSIM GLASS m a (SEE +�Eab maa W SIFkT 19 M 6ALi5 m@ 1 END INSTALLATIONS I HV BLADE OR Q-A) WINDOW BLADE INTO 2"x4" MIN WOOD STUDS r-SRSIS I='& MIL CD% PLYAOaa. 1/T 1N+L AT aM1IER �' \�-0 16 0. . SL.S cis M0.• SYS. - - - - O,6 �( -EGMG GLASS --r4 � ern. a slims. APMMAUM I� Wr��T � . •t � � �tT2sla+c a.�ss _ PLNrow. �'-- G--• :•L•'rr.- T,_a1 a:i.4 �- wt_1 1/2. SORDIAE 9fFT 11 M mAm OiM 19M 19 RAMOM •USE 1'w Yfu% � (®Si-10 at1eY) Aa 1®Ra..x1 �� (1X. a) 1/f1 mcws ro 141 Tw%f SH.S. N(19 1 �A OETA2. CONNEC= FDT_' I i Il OR ®� V1 I f1�OR Qg� SEE WALL. 2 raa - i) OR I�• F �•Q-Q.�-�� s�TO TRfaLS 0-(A-;':Oa, eO•�' S3- C� ®•6. a.e 1KCM SIX ° 0`°0x_ 4,1 © 0-0-7.0 0- 0•.®-0•Cx-©•®- ' ®•i�-0•�-OO •®• OO •©•Oe •OT •Q's' OO.0-0-Q•O•®- END CONNECTION DETAIL Q) END CONNECTION DETAIL Easlc+c CO 2 ifs -1/4•A TA AI L=3 ¢,t ! W/ 1 1/2• lfN. DW= GLASS t KNEW= WO TNGAN AXM0%3 l /f a11/2' SJLS &/ 1 1/2• Itn. 4 G16 Mr-', -� c 1r MLPENUPAW } +. 10 Gus eNn FAAGE WAND 1__ maw v2�- r ' i +eM eaamAO Y '-� s-----'i �> L ` — u 1 �/ "� i •.T"� 1 !� � 1 - ! � > '; f If /�I` � %�` \ � I — � ,42-•' — �� 1©c6ij�� 1�cN 1® �, � A'tA� 16.4) , `t i I /� _ p•��\!/ i\t II: 0OR Jt--' L. �mQ•Q•�-l".!'t`Y'�- aA1L RM 244• Sol. WDW / WALL-`tl'-C•©•Q-v'�S5•QY- -®•a a.®• SMi> REab. - FVMI .@-®•�.©,�'- �l.� LlEW PLAN END CONNECTION DETAIL (0 END CONNECTION DETAIL 12 DETAIL X END CONNECTION DETAIL ( • RFC1IDira C%y M 9 fW IM TRAN 12•-0• ♦ SEE UNRA710N5 OF USE FQR BLADE lA ON SHEET 19 �````��\''••, li ElY ,. = No. 4416 9'. STATE OF O '•. F �ORIDP %'•"""• 0NA 11E " /����'' �' 2a G���� 02020 TTLTECO, INC. L E C O, N c• FLORIOA BUILDING A S American ShuHer _Systems Assccla$cnf Inc. 4268 Westroads -Grive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zane; ©2020 EASTERN mrrx SUPPLY, INC. BERTHA HVT.M Accordion Shutter System H.V. BADE #1 W/ OR W/O ILV. WNWN BADE TILLIT TESTING & ENGINEERING COMPANY lSss NW. S61A. St, Sla. Sm, vmwRA GUMS. noRmA 3716 Phmn : (305)871-1530 . Fax : (305)871=1531 '-"10 ��g'`a^ WALTM AL TL W Jr. P.E. AIM` U . g 44167 EY. N DESCRIPTION DATE DRAWN ev: Yr 1 Qt.D t7—t07 /2/202 GATE: 7/2/2020 2 a �DRAWING No 0-164P.E. .�� SEAL/SIGNATURE/DATE . SHE: E7 OF 20 G O m®a � s aazo— TYP. EA. END MAX. O WINDOWS ALLOWED AT HV WINDOW BLADE .9 C� 1 m SEE END CONNECTION DETAILS ON SHEETS,i' ' 10 & 18 TYP. (` FULL HEIGHT. I I � z N I --- 'T� 35'J 7YP TQP &rsmom u,nweni�L uNUMDED WIDri-- -- EXISTING GLA55 ELEVATION -----' ------------ ----- '�— IE% TYP. SYM CAL CENTERMATES 21 W/ 2 OR �5 AND - _ - i W/O (S NOTE 4 ABOVE) PLAN, UN. SEPARATION TO GLASS _ Ingo ON TIES SLEET FOR LMESQ& �O TYPICAL J HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE !1A SHUTTER* N.T.S. 1. MAX. A.S.D. DESIGN PRESSURE PATIN: +110. - 110 pa.f. 2. MAX SHUTTER SPAN: 96• 3. ALLOWED MOUNTINGS: A. D. 0 & H ON SHEETS S. 71 AS WELL AS [}2M��OUNIWGS 6L O, T. U(2& W®ON( SHEETS 166 & 177..� ONLY QYARI C Mj%IN A� &EfWCJILCLUDED OORNLY AT OSING�IAYARE O CASE ED OSMOR ACCESS SIDE F OPPOSING OR OPP C E 5. (A) W WINDOW BLADE ® SHALL ONLY ALLOW A MAX MVM OF 5 OPENINGS (3.0 HONES) FOR O PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B) MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BIAOE 1Q OF ANY 3.0 HOLE FOR (j14 SHALL BE 12-. (C) F1RST OR L§ BLADE COMING OUT FROM STARTERS AT ENDS MAY BE W WINDOW BLADE 1 (0) MY WINDOW BLADE © MUST E E USED ALTERNATE TO A SOLID W BLADE 1O THROUGHOUT SHUTTER'S WIDTH. (El CEj7[ERIMES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOW NY 6(ADE TAT EITHER SIDE OF THEM. (F) POLYCARBOHATE HY WINDOW SHALL BE INSTALLED 50 TABS FACE THE INTERIOR OF THE OPENING PROTECTED, HV WINDOW LIUST BE ONLY INSTALLED AND LOCKED USING A W SETTING TOOL P BY ASSA, INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15. AS LIMITED BY SPAN AND DESIGN Lon (SEE NOTES 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). B. MINIMUM SEPARATION To GLASS SCHEDULE. PER ASTM E-1996: WIND ZONE MINIMUM SEPARA710M TO GIRLS 1 THRU 3 1' 4 / 35• , Z' 5 ! � 4 5 Leo T1 inn FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane zone' ````����.��. ..: • • �`/���i' 02020 71LTEC0, INC. ®2020 EASTERN METAL SUPPLY, INC \CEN �9 ; BERTHA 1�110TM G MrE�co N�. AnS.S.A� Accordion Shutter System No, 44! 7 = KV. 11ADE #t W/ OR W/0 Kv WINDON RAM American Shutter S &ENGINEERING COMPANY Systems Ev N DFscaellox DATE ORA6N BY: UpTILLIT TESTING z STATE 0 6= KW. 36N. SL, St.. = VMG.YM GNIUM FLOM 3316 Association, Inc. I OLD 17-107 7/z/2o2 DATE: 7/2/2020 $ O� •, /� •� ``� Phone : (305)S71-1530 . Fax : (3051371-1531 4268 WestroaOls Drive z DgID a =1 Q...0-La4m DRAWING No iFtr CA-OOOW19 tYest PGIm Beach, FL 33407 3 20-164 AL.. n ��., ice, .,.T„�� n .�� W�LDXRIO� u 0 "167 w. 1 1/2 i O.Le iF11CK - Min. Y A-M GRADE 40 Min. G-60 GALV. STEM T METAL STUDS AT 16' O.C. w 1/1'. CZ THICK Mh ASTM. G 65 GRACE 1RACK CHANNEL 1 ASTM QED GRADE M /£ G-60 1 CACVANr(ED FASTENED TO STUDS 1 R/ (2) /6.f/2' TEK SCREWS ON 1 NfWOR & EXTERIOR FACE 1 i EXS71NG GLASS ---I TEX SORE aOR FACE D.c. / W 6' O.C. /EKISTING FINISH AS APPLICABLE MIN. SEPARATION TO GLASS — (SEE SCHEDULE) EXISnNG FINISH �AS APPLICABLE 43b INTO METAL STUD WALLS 0 6 O.c./ 40 : 41 GENERAL liMITATIQNS ND COND O S OF USE SO_R_BERTHA 1 HV B D AC ORD ON SHUHTER SYSTEM IMCTAI I MOM TO M TA1 cTl 1n WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT RIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. RMHILJ 2.000-Max.r- Q�.OB3' �L ® 1/4"0 NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDU {_I Yax• VAND ZONE MINIMUM ASTM E-lsss SEPARATION TO GLASS 1 THRU 3 1" 4 4" O.G. 6 O.C. L�J•. f twJ N 2' ; 38 ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR 1/2 12 CENTERMATE 21 APPLICATION WITH BLADE 1Q c'. 1 1/2-. 0.035' THICK ASTM A-653 GRADE 4D :.;:z �.1.Ja''� ® 6" O.C. Min. G-60 GALV. STEEL .� �' - • 1 MS WALL HEADER,/SILL INSTALLATION METAL STUDS AT 16' O.C. Nin. EMST NC FINISH AS APPLICABLE `(IYP. TOP & BOTTOM) _ze_as LNG GLASS — — — — — I . ...•.=� - L ISYMMETRYCAa 436 43c CENTERMATES:' ; -.-EXTERIOR ACCESS SIDE- ; °�• —-----------_RYCA.f l SYMMETL , t i ; CENTERMATES W/ , -INTERIOR ACCESS SIDE ':';I' 6' (1'P-)--.- - IN r 3` 0"min.)t� MIN. SEPARNi10N,'VARIE' TO GLASS 2' (SEE SCHEDULE):: _Max.. --I 4JO LENGTH +- 1" r ® 1 /4"0-20X3" BOLT MUST PENETRATE 3C I- I- 1.373•-( a� r 050' �T��m 1/4"0-20 THREADS ® 1 /4"0 ELCO CONSTRUCTION PRODUCTS FAB-LOK HD COMPONENTS SCALE: 3/8'- 1' 3/4'. 6 1/4'x 0.035" THICK Min. 0111`. OALV. TRACK CHAN NEL. NNEL, IASTM A-65J GRADE 40 Min. G-60 GALVANMED FASTENED TO STUDS . !S/ W/ (2) 86x1/2' TEK SCREWS ON 1 INTERIOR & EXTERIOR FACE _ @ I --------- 21G �y 1 � - �carar 1e �/� N VIEW Y ® 12 3 1/4" (Typ.)— (6" Min.) 24 ---- �---�_--- - SIDE CONNECTION TO TRACK (Cont.) C - -- ---r 1/2- (TyP•) — ._i- --- -- --T--- -- -" I --`---'-----T--- -- -_ ..- 6 1/2" MAX. SLACK **__ HVA M BLADE SLACK DETAIL HVF _HIC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ```````��r �flUlit (jJ((,, 02020 TIXTEC0, INC 02020 EASTERN METAL SUPPLY, INC. ,�y,P;�i{��E ..��-,, BERTHA HVTM AS��1.�� Accordion Shutter System � ' No. 44 6 H.V. IlADE #1 W/ OR W/0 KK WINDOW BLADE * 7k TILUT TESTING B ENGINEERING COMPANY Amer(wn Shutter Systems Ey N pLgCp�OR DATE DRAWN t1r M.P STATE F 6353 N.N. 36D1. St. 61a. 305. VMM GAR006, ftmmA 331 AelOCIOttOn, Inc. , OLD 17-107 /2/202 OATS 7/2/2020 ••• PMne : (JOS)871-1530 -For : (JOS,BYf-f 531 4250 Westroads Drive 2 040'-,; ZORI P •�(. �� a -moo: 4naeaoaaL.eam DRAWING No cA-00067I9West Palm Beach, FL 33407 3 sS16 •"• ,`�� WALTER A TL Tr Jr. P.E 4 20-1 64 pJAdgNA, L6ifE1` kAL/SIGNATURE/DATE FLORA" M`' / 4`T6T 6 SHEET 6 20 OF 20