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Home My WebLink AboutAPPROVED EMS Accordion FBC and Drawings(1)Business & Professional Regulation BCIS Home � Log In User Registration I Hot Thplcs Submit Surcharge Stats & Facts Publications contact Us BCIS Site Map , Links 1, Search Ik bu Product ApprovaI - USER: Public User I . 1. 1 . i P Product Approval Menu > Product or ARplicatlon Search > spllcation Lost > Application Detail WHOM.r� FL # FL1850-R13 GO �OOAIApplication Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmeta Isom Authorized Signature Bill Feeley lrodricjuez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Small 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 the Walter A. Tillit, Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence FL18SO R13 COI M.V. ACCORDION CERTIFICATE OF INDEPENDENCE.pdf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2012 ASTM E1996 2012 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/28/2020 Date Validated 11/06/2020 Date Pending FBC Approvai 11/06/2020 Date Approved 12/15/2020 Summary of Products FL # Model, Description Number or Name 1850.1 Bertha HV Extruded aluminum blades folded together thru knuckles and retained by tracks to provide hurricane Accordion - protection. Blade 3 (HVHZ) Drawing# 17-103 Limits of Use Installation Instructions Approved for use FL1850 R13 I] H V ACCORDION SHUTTER SYSTEM BLADE 3 INSTALLATION INSTRUCTIONS HVHZ df in HVHZ: Yes Verified By: American Test Lab of South Florida, Inc. Approved for use Created by Independent Third Party: Yes outside HVHZ: Yes Evaluation Reports Impact FL1850 R13 AE H.V, ACCORDION SHUTTER SYSTEM BLADE 3 EVALUATION REPORT,pdf Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Large Missile Level "D". Max span is 12'-7" for 35 psf positive ASD load and 13'-0" for 35 psf negative ASD load for one specific condition shown in span tables. See additional loads and spans on engineered drawings. 1850.2 Bertha HV Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Accordion Shutter (Combo) - HVHZ - Drawing#17- 102 Limits of use Installation Instructions Approved for use FL1850 R13 I] H.V. ACCORDION SHUTTER SYSTEM BLADE 1 2 INSTALLATION INSTRUCTIONS HVHZ.pdf in HVHZ: Yes Verified By: American Test Lab of South Florida, Inc. Approved for use Created by Independent Third Party: Yes outside HVHZ: Yes Evaluation Reports Impact FL1850 R13 AE N.V. ACCORDION SHUTTER SYSTEM BIADEI 2 EVALUATION REPORT,pdf Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Large Missile Level "D". Max. span is 13'-2" for 30 psf positive ASD load w/o window blade, 16'-0" for 30 psf negative ASD load for HV1 blade w/o window blade for conditions indicated on schedule #1, sheet 12. And 12'-3" for 30 psf I positive ASD load w/o window blade and IT-5 for 30 psf 1 negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25, 28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Accordion Shutter - Blade I Only (HVH7) - Drwg# 17- 122 Limits of Use Installation Instructions Approved for use FL1850 R13 II H.V. ACCORDION SHUTTER SYSTEM BLADE 1 INSTALLATION INSTRUCTIONS HVHZ.pd in HVHZ: Yes Verified By; American Test Lab of South Florida, Inc. Approved for use Created by Independent Third Party: Yes outside HVHZ: Yes Evaluation Reports Impact FL1850 R13_ AE_ H.V. ACCORDION _SHUTTER SYSTEM BLADE 1 EVALUATION REPORT.p f Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other. Large missile level ^D". Max, span is 16'-U" and 14'-9" for 30 psf ASD negative load depending on centermates and locking rod configuration for the HVi blade, V-0" for +64, -72 psf load for HV blade for Keystone mountings 7'-0" for +75, -75 psf for metals stud mountings and 8'-0" for 110 psf. for HV1 and HV1A working in unison. See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. l 19i Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phopet 850-487-1824 The State of Florida is an ANEW employer. QRpyriq t 2007-2013 Stat of Florida., :: Privacy. Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487,1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, pcensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S„ please click here . Product Approval Accepts: ILLMI W Credit Card Safe GENERAL NOTES: BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 (7th EDR10N) OF THE FLORIDA BUILDING CODE. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17, 25, 26, 28 & 28A. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17, 25, 26, 28 & 28A. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A 33 % INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: —HV BLADE 0#0214.01-03, #0715.01-03, #1004.01-05, #1214.01-05, #0317.02-06, #0609.01-10 AND #0210.01-11 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS. —HV WINDOW BLADE OA #0505.01-08 AS TAS 201, 202 & 203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL. —HV BLADE 2O #0422.01-05 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS. 2. HV BLADE IOAND HV BLADEO2 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4. EACH WIND ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH CHAPTER 30, OF ASCE 7-16 STANDARD. ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE CORRESPONDING WIND ZONE. THIS SHALL INCLUDE REQUIREMENTS FOR MIN. SEPARATION TO GLASS. DELIMITATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR HV BLADE 1 & 2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND ASCE 7-10 STANDARD, AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. HV BLADEOI AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14X2.75 AND # 14X1.75 RESPECTIVELY, 410—HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE 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 31.7 ksi AND 35.7 ksi FOR 6005—T5 ALLOY. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION OF THE 2015 ALUMINUM DESIGN MANUAL. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241 1.3.3.4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE 1 : 13,14,15,15A,16,17 & 28A HV BLADE 2 : 26. HV BLADE 3 & IS WORKING IN UNISON: 13, 14 & 16 8. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT #5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE 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; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM 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. (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 REVIEW (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ,) ©2020 TILTECO, INC. AEN No. 11LIECO INC. - TILLIT TESTING & ENGINEERING COMPANY •• STATE OF • /�� 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33 O•; Phone : (305)871-1530 Fax (305)871-1531 ��•• (pRipp. ((� + e—mail: tilteco®aol.com /j� An , • . • • r�ww CA-0006719 V WALTER A. TILLIT Jr. P.E. Uv 6p// 0NAt 1 ��P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 TABLE OF CONTENTS AREA 1: HV BLADES (M A & Q GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 AREA 2: HV BLADE G) AND HV WINDOW BLADE C1A1 (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A—E, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS F—L, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 CENTERMATE DETAILS HD SHEET 10 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 11 MAXIMUM SPAN TABLES SHEET 12 ANCHOR SCHEDULE— CONCRETE SHEET 13 ANCHOR SCHEDULE— CONCRETE SHEET 14 ANCHOR SCHEDULE— CONCRETE SHEET 15 ANCHOR SCHEDULE— CONCRETE BLOCK SHEET 15A ANCHOR SCHEDULE— WOOD SHEET 16 ANCHOR SCHEDULE— WOOD SHEET 17 INSTALLATION DETAILS M—R, WOOD SHEET 18 INSTALLATION DETAILS S—X, WOOD SHEET 19 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 20 3: HV BLADE O ONLY TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 21 INSTALLATION DETAILS AA—GG, CONCRETE SHEET 22 CENTERMATE DETAILS HD SHEET 23 END CONNECTION DETAILS 1-6 & X, CONCRETE/BLOCK SHEET 24 MAXIMUM SPAN TABLES SHEET 25 ANCHOR SCHEDULE, CONCRETE SHEET 26 TYPICAL WINDOW BLADE & WINDOW DETAIL SHEET 27 TYPICAL SHUTTER ELEVATION SHEET 28 AREA 5: HV WINDOW BLADE i1� ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 28A THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA FLORIDA BUILDING CODE (High Velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 oCnipo417VTM Accordion Shutter System i.V. BLADE #1 W/ OR W/0 H.V. WINDOW BLADE & H.V. BLADE REVAD DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-102 7/1/2020 DATE: 07/1/2020 3 DRAWING No 4 20-159 5 SHEET 6 1 OF 28 73.0 FOR WINDOW BLADE OA �.R � of s �U• O 4.371 �•Sg4" 4.857" 1O HV SOLID BLADE COVERED UNDER US PATENT # 5458179 1 A HV WINDOW BLADE* SEE LIMITATIONS OF USE OF BLADE ® ON SHEET 6063—T6 ALLOY AND TEMPER ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE 1@ & 20. 6063-T6 ALLOY AND TEMPER 1.917" 11 HV CEILING HEADER QUALIFIED FOR USE W/ HV BLADE D ONLY, SEE SECTIONS FOR VALIDITY. 6063—T6 ALLOY AND TEMPER X } MIN. X MIN. Y10.062' MIN. t 1' 1" t 16 SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE (D & 2�. 6063—T6 ALLOY AND TEMPER co 00.ro O E � 0•334"7 7 @�` 4.371 "'9 4.857 ( HV BLADE COVERED UNDER US PATENT 28 6005—T5 ALLOY AND 0.454" o 4.385" 4.999" 3O HV UNIVERSAL FLOATER # 5458179 QUALIFIED FOR USE W/ HV BLADE 1O & ( TEMPER 6005—T5 ALLOY AND TEMPER 3.226" 1.500" .085" Lo (TYP.) r` ^i — - I L_ 4.897" O7 HV ADJ. ADAPTER Wf LIP QUALIFIED FOR USE W/ HV BLADE 10 & 20. 6063—T6 ALLOY AND TEMPER "2 VARIES 1� HV HEADER/SILL QUALIFIED FOR USE W1 HV BLADE 1OONLY 6063—T6 ALLOY AND TEMPER ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE (SEE SCHEDULE) 6063-T6 ALLOY AND TEMPER ENs * No. 4416 gip, STATE OF i i '*11�ONA L EC ��HrNtuHwN ® HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE 10 & (2 6063-T6 ALLOY AND TEMPER 13 HD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 10 SEE SECTIONS FOR VALIDITY 6063-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 BLADE UALIFIED 17 2„ 5" MAX. 1/8' 1/8" HV 1O 18 2" 5" MAX. 0.192" 0.192" HV 2O 19 2.5" 7" MAX. 0,190" 0.190" HVO7 ®HV DIRECT MOUNT QUALIFIED FOR USE W/ HV BLADE 10 & (22 6063—T6 ALLOY AND 7TEMPER 9' 90 HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE 1O & (1) ONLY. 6063—T6 ALLOY AND TEMPER 14 HP WALL HEADERZSILL QUALIFIED FOR USE W/ HV BLADE 1� ONLY. 6063—T6 ALLOY AND TEMPER X Y t 2" 2" 0.125" 3" 3" 0.090" (0 CORNER POSTS QUALIFIED FOR USE W/ HV BLADE ( & 2O. 6063—T6 ALLOY AND TEMPER ©2020 TILTECO, INC. TILIEC01 N�. TILLIT TESTING & ENGINEERING COMPANY • 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 LIv Phone : (305)871-1530 . Fax : (305)871-1531 tilteco@aol.com \v e—mail: CA-0006719 Phan WALTER A. TILLIT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 1.491" 1.200" N o i yeti J O5 HV 90' j180STARTER QUALIFIED FOR USE W/ HV BLADE 1) & 2�. 6063—T6 ALLOY AND TEMPER ) HV RAINGUARD QUALIFIED FOR —USE W/ HV BLADE 1& 0 6063—T6 ALLOY AND TEMPER 15 SHD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 1O & 2O 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE (High Velocity Hurricane Zone A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 e: (800)432-2204 . Fax: (561)209-8380 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System IN, BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE REV.Nv DESCRIPTION DATE DRAWN BY: KID 1 OLD 17-102 7/1/2020 DATE: 07/1/2020 s DRAWING No 4 20-159 5 SHEET .745" ..I b I o� 0o �Co o M N N NOa0 q 21 HV CENTERMATE QUALIFIED FOR USE W/ HV BLADE O & 1 A ONLY 6063-T6 ALLOY AND TEMPER 1000, N r 2.750• -. PLAN `i 2 75Cr �I FRONT ELEVATION 27 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1O ONLY 6063-T6 ALLOY AND TEMPER 1.917 00 m d; .063" _ in .214" 00 N �103 —a0 �? ih fq O 31 HD CENTERMATE W 0 KING ROD QUALIFIED FOR USE W/ HV BLADE 1 !1A & 2 6063-T6 ALLOY AND TEMPER VARIES, 12" MIN. 1/4" 0-20 S.S. OR 3/8"0-16 _ -• ACETAL THUMBSCREWS. (SEE DETAILS) LOCKING RO 0 QUALIFIED FOR USE W/ HV BLADE 0 & U 6063—T6 ALLOY AND TEMPER 0 ILVINSTALLATION WILL REQUIRE A 7/16" HOLE D LED AT TRACKS FOR PROPER EMBEDMENT �2 HV FLOATING CENTERMATE_ QUA iED FOR USE W/ HV BLADE '1 & 1A ONLY 6063-T6 ALLOY AND TEMPER 2.874" M "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE TONLY 6063-T6 ALLOY AND TEMPER co ® HD CENTERMATE W LOCKING ROD QUALIFIED FOR USE W/ HV BLADE 1) , 1A & U' 6063-T6 ALLOY AND TEMPER 1.130" i N a, 00 c0 �4,375"0 © HV J B" 0— 6 ACETAL THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 10& 0 �\C ENSE 1 No. 4416 -4'• STATE OF ,X11 FLORIOP (� HV CO'RNER QENTER Q TLIFIED FOR USE W/ HV BLADED ONLY 6063-T6 ALLOY AND TEMPER 4.045" 1/4"-20x1/2� 1/4"-20 DIE CAST FLAT HEAD 1 THREADED HOUSING ENAMEL 1/4"-20 S.S.M.S. BAKED PAINTED THREADED ' ENAMEL (2 TYP.) p HOUSING c0 BAKED PAINTED m �, (=�► o `� -- EGRESS TURN U °D '' rn i._. KNOB.bq (HUv1 .875" I .318 ' -- � -- L BRASS CYLINDER BRASS CYLINDER & KEYS (CHROME (CHROME PLATED) N PLATED) Co ® Hy LOCK ® HV EGRESS LOCK 875" QUABLIADE (D & ® ONLY HV QUALIFIEDFOR & ® ONLY.HV HV FEMALE "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE ONLY 6063-T6 ALLOY AND TEMPER- 3.161 ® HV "T" LOCK QUALIFIED FOR USE W/HV BLADE 1� ONLY. #3 HD CENTERMATE'S INSERT QUALIFIED FOR USE WAND TEMPERED' 1A &O2 6063-T6 ALLOY t1/2" 1 /4"0 HV 1 /4" 0-20 AISI 304 %FRIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE(!) & 0 © 2020 TILTECO, INC. CX IILIECOomc- TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 • • •�! �� e-mail: tilteco®aol.com CA-0006719 4.j WALTER A. TILLIT Jr. P.E. E. SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 250" O.D. 18" .518" PLASTIC HEAD o MOLDED TO to co L N SCREW r 1 Lo o M - .360" AFTER RIVETING 825" a BEFORE RIVETING L 1 /4"sg-20 x 3/4" r S.S. THUMBSCREW 1 f4"0-20 RIVNUT* rn *SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL .822" CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. ® HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE 1� ONLY 255" l THUMBTURN CYLINDER OR KEY CYLINDER ' 0.875" Min. N � 1 .125" Max. p N a0 a 0 804" o oo. 00 to� o ao _THUMBTURN *.57 CYLINDER OR KEY CYLINDER - - 1.78" Max. ® HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE U , CA & U FLORIDA Bl A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 IILDING CODE (High Velocity hurricane [one) 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System ,V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE #2 REV.No DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-102 _7/1/2020 DATE: 07/1/2020 2 DRAWING No 20-159 4 5 SHEET 3 OF 28 6 3/8" 0 SHUTTER ASSEMBLY SCHEDULE FOR HV (D HV 1 AND HV S BLADES. O HV BLADE 1 HV BLADE 1 A HV BLADE 2 HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING O 38 39 40 HV NYLON HAT WASHER 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD 43 HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR HV 9 BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF © AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q2 BLADE WHEN CORRESPONDING TO INSTALLATIONS "CC" AND "DD", SHEET 22. (3) I-{V PIN OR n w/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEETS 11 & 24. \\GE s�•. `i * : No. 44 6n z 'O STATE F ; %��F • F�ORI P ••�� "11#1111111 11ttkO•E. SEAL/SIGNATURE/DATE or 3 ' XI Z U O �) Q Of N i a N LL, 0 V� C N i EXTERIOR (por 43 :E NOTE FOR QUIREMENTS) TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1" 00.324" .0481-Ir TYP. � Z5� WHEEL CARRIAGE DETAIL N.T.S. © 2020 TILTECO, INC. I L E C 0� rrr TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 t I- i-1.315"0 . 41 �4715" Or ' 39 � I 4. 0� ' • 1 EXTERIOR HV PIN ® OR ® AT EXTERIOR BLADE'S KNUCKLE. (SEE NOTE * FOR REQUIREMENTS) Azar -MOLT LA UU1 N.T.S. FLORIDA BUILDING CODE High Velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM A.S.S.A . American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 Accordion Shutter System V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE RFV.No DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-102 0/1/2020 DATE: 07/1/2020 2 DRAWING No 20-159 3 4 5 SHEET 1 OF 28 6 31+® aR ®+ ® OR ryy1 1 13�O50R©OR®OR ®+ ® OR 1 I O+ �5%1 'V) OR S ORI 2 Q�' W�U �s ' 0W O2i i KN� o�v N N o HDC—HVC — Q 3 , a - <3Qoo�cyi NZ�a`Yo wo= I O F0 A 3 � 6 V N 9 � ti "�— 33�d SEE END CONNECTION DETAILS ON D F E H I J K L 0 P O R SHEET 11 TYP. FULL HEIGHT 5" -- UNLIMITED WIDTH ORWO OR OR OR ©+ O OR ®OR 1 O + 1 3 OR 10+ 15aR17+ OR(I/]+15OR ©+ 70 + 17 aR©+�70/+ 180R s + OR �+ ®OR®+ OOR ®+ ®OR 19+13 OR 19+o5 ORO TYPICAL 1 HV BLADE SHUTTER ELEVATION N.T.S. Is No. 44 6 s FTAiE C •' F ',.,'c 0 R 10 n •'cc�c''' \ � AL III flit 1N .E\SEAL/SIGNATURE/DATE Qy ut O U �S0 W fn 2 om- 0 O' I `-•35'k OF CORNER - CENTERMATE © 2020 TILTECO, INC. *NOTES ON HV LOCKS AND CENTERMATES: 1. MANDATORY CONDI110N file ONE HV LOCK ® or 0 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 105", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or q5 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ©1 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. FLOOR&W DNS. TWO HV LOCKS IN- OR ,25, OR ONE HV LOCK 1,24- OR ;25 W/ TWO LOCKING RODS AT TOP & BOTTOM SHALL BE USED r ANY SPAN AND INS1`ALLATION AT ANY ELEVATION. HV LOCK ® OR ® SHALL BE ATTACHED TO ©1 OR © CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. 3. • IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. J2 IS USED WZM H.V. LOCKS): LOCKING RODS 0 ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS ® OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5. MANDATORY CONDITION #2: ONE HV LOCK ® o (5 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2or © SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO ® CORNER CENTERMATE W/(2) 1/4"0-20 x 1/2" LONG FIAT 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. 6. OR 22--• ONE ALTERNATE HV LOCK Zq MAY BE USED IN LIEU OF HV LOCK 0 or q§ FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-200/4" S.S. THUMBSCREW TO ©1 OR ® CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4" ALUM. RIVNUT 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. *NOTES ON HV "T" LOCKS AND CENTERMATES- 1. SECOND ALTERNATE TO MANDATORY CONDMON #T VAUo ONLT FOR KV 1 UNK QW . ANU t;LNlLKMA1t, ca ANI 92, ONE ALTERNATE HV "T" LOCK ® MAY BE INSTALLED IN LIEU OF HV LOCKS ® OR ® FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK ® INCLUDES USING REINFORCING LOCKER © , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES ® AND @9 W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32" WINGNUT OR W/ 1/4"0-20x1" S.S.M.S. INTO A 1/4"Ox 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ® TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: 1. : ONE ALTERNATE HD LOCK 34 MAYBE USED IN LIEU OF HV LOCKS OR U5 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK B TO © IS W/ 3 #8 x 3/8" F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT © AS SHOWN ON SECTIONS HDB—HV 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. IILIECOinc. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tiltecoCool.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System .V. BLADE #1 W/ OR W/0 H.V. WINDOW BLADE & H.V. BLADE # REV.No DESCRIPTION I DATE DRAWN BY: M.P 1 OLD 17-102 107/1/2020 DATE: 07/1/2020 2 - DRAWING No 4 20-159 5 SHEET POURED — CONCRETE E. D.* _ CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) --_-- 12 OR 14 MIN. SEPARATION ' TO GLASS (SEE �. SCHEDULE ON SHEET ' 12 FOR BLADE QAND i ON SHEET 28 FOR EXISTING GLASS--1 BLADES(D& @) ' � I .250" Max. HV WALL HEADER INSTALLATION EXISTING GLASS MIN. SEPARATION i i 1 TO GLASS (SEE SCHEDULE ON SHEET _ i l 12 FOR BLADE OANDire ON SHEET 28 FOR I o BLADES lD & �j E. D.* '--�12OR14 �—� CONCRETE ANCHORS (SEE SCHEDULES ON POURED CONCRETE SHEETS 13 & 15A) OR CONCRETE BLOCK WALL REQUIRED ( HV WALL SILL INSTALLATION POURED CONCRETE CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SHEET 13) 1" _ —Min. OR 18 EQ— EQ - r- �1- f11 OPTIONAL i OR 1� MIN. SEPARATION i LIJ TO GLASS —(SEE SCHEDULE ON EXISTING i SHEET 12) GLASS -- OR 11 EXISTING GLASS—, i i i POURED CONCRETE — OR CONCRETE BLOCK 1 /4"0-20x3/4" S.S. MACHINE SCREWS USING 1/4"-20 NUTS ® 12" O.C. OR ,15 HE BO HV WALL HEADER INSTALLATION MIN. SEPARATION TO GLASS i (SEE SCHEDULE ON SHEET 12) i i CONCRETE ANCHORS (SEE SCHEDULES ON SHEETS 14 & 15A) .250" Max. 1 /4" Max. 1/4"0-200/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS USING 1/4"-20 NUTS ® 12- O.C. WALL REQUIRED O HV WALL SILL INSTAL TION NOTE FOR COMBINATION OF SECTIONS: 1— SEE SHEET 4 FOR TYPICAL SHUTTER * E. D. = EDGE DISTANCE ♦ SEE LIMITATIONS SHEET USE FOR (SEE SPECIFICATIONS ON SHEET 14) ASSEMBLY BLADE 1A ON SHEET 28 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. No. 4416 Z'O'• STATE OF ' "40R19 S/ONAL E '�wi (z \ �l/llot111t111111 P.E. SEAL/SIGNATURE/DATE © 2020 TILTECO, INC. POURED CONCRETE OR CONCRETE BLOCK REQUIRED CONCRETE ANCHORS (SEE SCHEDULES ON SHEETS 13 & 15A) i19 r - OPTIONAL MIN. SEPARATION TO GLASS �^ -(SEE SCHEDULE ON EXGTTIINSS� SHEET 12) i —1 /4"0-20x3/4" S.S. MACHINE SCREWS W/ 1/4"-20 NUTS ® 12" O.C. Min.rt Q EQ i 13 OR 15 250" Max. © HV WALL HEADER INSTALLATION MIN. SEPARATION EXISTING TO GLASS GLASS (SEE SCHEDULE ON SHEET 12) i i OPTIONAL D.* N /2„ r-2 � - 19 CONCRETE ANCHORS (SEE SCHEDULES ON u i i l 1 /4„ J Max. 13 OR 15 EQ+— EQ--I L1„—II Min. 1/4"0-200/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS W/ 1 /4"-20 NUTS ® 12" O.C. POURED CONCRETE SHEETS 13 & 15A) OR CONCRETE BLOCK REQUIRED OF HV WALL SILL INSTALLATION INSTALLATION DETAILS W C12 HV BLADE FLORIDA BUILDING CODE (High Velocity Hurricane Zone) TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fox : (305)871-1531 e—mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 A.S.S.Am American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE #t REV.No DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-102 7/1/2020 DATE: 07/1/2020 2 DRAWING No 20-159 4 5 SHEET OF 28 6 POURED CONCRETE ANCHORS CONCRETE --. (SEE SCHEDULE ON SHEET 14) REQUIRED OR (1 -J) OR EXISTING ' I I GLASS— j MIN. SEPARATION j I TO GLASS (SEE SCHEDULE ON SHEET 12 FOR B-ADE 1OAND I u� ON SHEET 28 FOR 1 BLADES 1Q& Q © HV CEILING INSTALLATION EDGE OF SLAB IF APPLICABLE X a 0 In N I MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12 FOR EILADE@AND ON SHEET 28 FOR EXISTING MADE50& (9 GLASS ALTERNATE ANCHOR LOCATION I i I EDGE OF — SLAB IF I APPLICABLE ♦ POURED—' ;1 OR ® CONCRETE REQUIRED E• D•x I 1/2 i 1 OR ®♦ Q I MIN. SEPARATION - TO GLASS (SEE SCHEDULE ON SHEET 12) EXISTING GLASS— #1Ox3/4 HEX WASHER HEAD I TEK SCREWS ■ 12" O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) R EDGE OF SLAB IF APPLICABLE POURED CONCRETE REQUIRED f1 I I MIN. SEPARATION L I TO GLASS rn '--(SEE SCHEDULE SHEET 12) ON I I 9 I I I I I EXISTING i I I GLASS ' I I 9 41$ EDGE OF -SLAB IF APPLICABLE FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) HV FLOOR INSTALLATION t ( HV WALK —OVER INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON I a EXISTING I SHEEP 12) L GLASS I MIN. SEPARATION EXISTING I I Ji TO GLASS GLASS —i I I (SEE SCHEDULE 0 I I 10 I i' I SHEET 12) I II II ' I II I r,i�ii I I f i a I w I I #14x3/4" HEX HEAD TEK SCREWS ® 9" O.C. OR 1/4"0-20 S.S. M.S. W/ NUT ® 9" O.C. ------- I I 1;I 1 ] �J 13 0R 15 I � CONCRETE ANCHORS 1 (SEE SCHEDULE ON SHEET 15) 1 7 Jj � I'I 1 MIN. /l/ <U 1 y - + O M 0 1 /4„ MAX. .-#10x3/4" HEX WASHER HEAD TEK SCREWS 12" O.C. #14x3/4" S.D.S. ® 9" 0. C. 17 oR 18 1 /2" - -- 1 "--I �• i EDGE OF SLAB IF -- - �- CONCRETE ANCHORS SEE NOTE 13(b) APPLICABLE SEE SCHEDULES ON ON SHEET 1 POURED CONCRETE ( OR CONCRETE BLOCK SHEETS 15 & 15A) REQUIRED 'TIONAL-J POURED OK HV WALL FLOOR INSTALLATION CONCRETE REQUIRED HV RAIN -GUARD INSTALLATION t NOTE FOR COMBINATION OF SECTIgh�_: * E. D. = EDGE DISTANCE 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 14) ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. •L\GEN .v a • � II! No. 441 r � * 7 ��•. STATE OF ORION -141 ONAL E ��'1HIIpINH� 1�1� P.E. SEAL/SIGNATURE/DATE EXISTING EDGE OF SLAB IF APPLICABLE POURED' FLAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 26) REQUIRED 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF PRESSURE RATING & FOR SPANS PER HORS SCHEDULE #4, SHEET 12 CONCRETE ANC (SEE SCHEDULES ON SHEETS 15 & 15A) MIN. SEPARATION TO GLASS 3EE SCHEDULE ON SHFFT 12) R #14x3/4" F.H. S.D.S. ® 9" O.C. SEE NOTE 13(b) POURED CONCRETE ON SHEET 1 OR CONCRETE BLOCK REQUIRED © HV WALL WALK —OVER INSTALLATION hm INSTALLATION DETAILS )6 THIS INSTALLATION SHALL BE I•� v B LA D E REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT ♦ SEE LIMITATIONS OF USE FOR `, t OR ENTRANCE BLADE 1A ON SHEET 28 FLORIDA BUILDING CODE H Velocity H� Z © 2020 TILTECO, INC. IL E C O TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 35th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fox : (305)871-1531 e-mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 A.S.SmAm American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 UI (High elocl y Hurricane one) © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE # REnNo DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-102 1/1/2020 DATE: 07/1/2020 2 DRAWING No 4 20-159 5 SHEET 6 7 OF 28 OUT 90'_{ 2"x2"x 1 /8"x0'-2 (6063—T6 ALLOY) ALUM. ANGLE W/(2) 1/4"0 TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM) & (4)#10x1/2" S.M.S. TO TUBE AT EACH ANGLE. (TYP) FIN I EXISTING GLASS Q OR @ OR ©+ O OR ® OR 1 p + O OR 1 Q + OOR ©+ OOR Q+©OR ©+O +QOR©+O+ 1 OR .� ©+ OR Q+ ®OR& ©OR - ®+®OR 19+(.I -'l OR 19+Q5 oRO 1/2" #10x3/4" S.M.S. 0 12" O.C. FULL LENGHT.04 J+ fi J �• 1 � 1 / 2" 1 /2" � i QOR®OR©+ OOR®OR t o+ j 3 OR 1 O + 15 OR Q QOR (D @ OR © O QOR© O 18U [I ,l+®OR Q(1 .R I .. I�EXISTII ( + ® OR ---------� 1 9+®OR®+ll 1 J + ©OR + @:/ oR O GLASS MIN. SEPARATION �c IN 64. TO GLASS (SEE SCHEDULE OPTIONAL ON SHEET 12) (INTERIOR) 90' OUT SEE NOTES ON LOCKING RODS D , HV LOCKS (D or INSTALLATIONS W 1 HV AND ALTERNATE HV LOCK ® ON SHEET 5. ALL BLADE W H V CENTERMATES ** BLADE SLACK DETAIL VALID F CENTERMATES APPLICATIONION WITH BLADEE1G) 0 R SEE END WALL CONNECTION ON SHEETS 11 & 21 3 1 /4" 7" OPPOSING CENTERMATES W HV LOCK 4 or 5 ® . W 35 I I --- OR HVA �7 SYMMETRICAL CENTERMATES W/ HV LOCK 0 Md (EXTERIOR) EN s s � No. 4416 STATE OF S'. P.E. SEAL/SIGNATURE/DATE EXISTING GLASS DETAILS 6 1 /2" 7" OR OR G6) PTIONAL SYMMETRYCAL CENTERMATES MIN. SEPARATION W/ HV LOCK or TO GLASS Z (SEE SCHEDULE ON �* J SHEET 12) 1 F0—uT ®� �— HVB ®O Q OR OR OR 6 + % OR $ OR 1 0 + 1 3 O O (@ O 1 1 HVC OR EXISTING GLASS 1 0+ 5 O_O + 3 OR + OR O © _© +O + ©OR+O + � ©+ ®OR Q+ ®OR& QOR MIN. PARATION TO GLASS • (SEE SCHEDULE ON ®+ ®OR @+ ©OR 1 9 + OORO SHEET 12) 1 } —�1 —•- 1 VARI S OR J1 VARIES--- 0— �10 \� - 0 OUT HVE © 2020 TILTECO, INC. 11L1EC0iNc.\ TILLIT TESTING & ENGINEERING COMPANY 5355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco®ool.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 6 1/2" MAX. SLACK HVF** aR (D POURED CONCRETE OR CONCRETE BLOCK WALL !EQT . f ANCHORS 16" O.C. FLORIDA BUILDING A.S.S.A . Systems American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 CODE (High Velocity Hurricane Zone: © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE #: REV,N❑ DESCRIPTION DATE I DRAWN BY: M.P 1 OLD 17-102 -.7/1/2020 DATE: 07/1/2020 2 j DR AWING No 20-159 3 4 s SHEET ou - • 1V 0 U T �_90* i — �J 2"x2"x1/8"xO'-2 [��'IIII) (6063—T6 ALLOY) ALUM. ip ANGLE W/(2) 1/4"0 TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM) & i ;4)#10x1/2" S.M.S. TO TUBE AT EACH ANGLE. (TYP) SEE NOTE 6 FOR HV LOCK "T" LOCK, ON SHEET 5. t SERIES 9444 ALUMINUM (2024—T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. kLTERNATE INSTALLATION W HV "T" LOCK ALEZFEMALE "T" LOCKS CENTERMATES LOCKERS 0 Wl n HV BLADE CN EXISTING GLASS © OR J //t5�1 O® OR ©+ O OR tR � Q + 1 3 OR 1 O +!, h'OR©+ @OR F,I /J+0OR ©+O + QORO+O + @OR Q+ ®OR Q+ ®OR®+ QOR ®+ OR O+ QOR 0 + @OR@ 1 /z" 1 L— — — — — — — — #10x3/4" S.M.S. ® 12" O.C. FULL LENGHT. f LE Q�_ * 30 HV "T" LOCK (OUTSIDE) 4T .```�Q�' •��G EN .`�� No. 441 7 ��•. STATE 0 �ORIO : .NG * BLADE 1Q SLACK DETAIL HVF, INDICATED ON SHEET 8, AS WELL AS UNIVERSAL FLOATING BLADE(3)DETAIL HDD—HVD , INDICATED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. SEE ENDCONNECTION DETAILS ON SHEETS 1 i & 20 . ----------------------- -__�* "" I N 30) HV T __'LOCK (INSIDE) 1 ------------- ; * MIN. SEP RATION HV ee » TO GIASS 3 (� O LOCK (INSIDE) (SEE SCHEDULE ON — - SHE 12) t i �a — 29 3 5iVr OUT 35 1 /4" 0-20 x 1 1 /2" S.S.M.S.' W/ 7/8"0 x 3/32" WINGNUT. 26 1 /4" 0-20 x 1 " S.S.M.S. W/1 /4"O x 5/8" RIVNUT t. HVG* © 2020 TILTECO, INC. -_ IL ECO TILLIT TESTING & ENGINEERING COMPANY ��- 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. If 44167 FLORIDA Bl AmSwSsAm American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 `3 NYLON SCREW HEAD * 30 HV "T" LOCK (OUTSIDE) IILDING CODE (-Nigh Velocit,� Hurricane [one © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System -I-V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE # REV.Na DESCRIPTION DRAWN BY: M.P 1 OLD 17-102 r-7/l/20201 DATE:07/1/2020 2 DRAWING No 20-159 3 4 5 SHEET 9 OF 28 6 SEE END WALL NET TAILS ON SHELTS I I & 20 I A' -f EXISTING GLASS IV 90':-1 QOR®OR©+ OOR®OR 10 +OOR Q I @OR Q+ @OR 0+©�OR I L1 +O + QOR©+O + ii ISOR © �7 O+ ®OR Q+ ®OR QOR — — 1& ®OR 19+OOR 19+QORO 2"x2"x1 /8"xO' 1 �J (6063—T6 ALLOY) ALUM. ANGLE W/ (2) 1 /4"0 TAPCON ANCHORS TO 1 %2 1 J10 x 31e S.M.S. O 12" CONCRETE (TOP/BOTTOM) & (4) #140/2" S.M.S. i O.C. TO TUBE AT EACH ANGLE. (TYP) I ff 1 /2 1 /2„ 0 N �2 O O HDA—HVA * SEE NOTES ON LOCKING RODS 35 & HD 34 LOCKS ON SHEET 5 * * UNIVERSAL FLOATING BLADE Q DETAIL HDD—HVD IS VALID FOR ALL CENTERMATES APPLICATIONS WITH BLADE 1Q INSTALLATION C1� HV BLADE iD CENTERMATES T1 & EXISTING GLASS — — — -- — — — — — — — — — 35 (OPTIONAL) MIN. SEPARATION (4) H.V. TO GLASS PINS (TYP.) N (SEE SCHEDULE 11V ON SHEET 12 6 1 /2" 1 R 32 33 31 OR 32 SEE END _ •. �J * (OPTIONAL) (4) H.V. PINS (TYP.)', MS: rear:® — Ll 31 OR 32 gOR 32 4 * - 35 (OPTIONAL) =OU HDB—HVB SYMMETRICAL HD CENTERMATES Wt LOCK 1 EXTERIOR HDD—HVD** W I ©2020 TILTECO, INC. • \C ENS TILIECO ,�•�`�\`�P�' No.441 E 7 •• * _ TILLIT TESTING & ENGINEERING COMPANY STATE 0 y � �J •� 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 � �' •. F DRID • •,��`� e—mail: tilteco®aol.cOm 1 CA—WALTER +��j �v� • " �.,,,,. ANAL • �— �' A.OTL TJr. P.E. FLORIDA Lim. # 44167 E. SEAL/SIGNATURE/DATE (OPTIONAL) HDC—HVC SYMMETRICAL HD CENTERMATES Wt_& LOCK INTERIOR) © OR OR 6 + O OR ® OR 1 Q + O OR + 1 5 OR ©+ @OR 0 +0OR ©+O + �@OR©+O + 1 OR .—l1 Jl+ [� 8)OR ll J)+ C8)OR®+ OOR )OR 0 +OORO 0 FLORIDA BUILDING CODE (High Velocity Hurricane Zone; AsSmSmAm American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System N. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE # REv.No DESCRIPTION DATE 1DRAWN BY: M.P 1 OLD 17-102 7/1/2020 DATE: 07/1/2020 2 DRAWING No 20-159 4 Le EET 10H OF 28 7_7_'�7_ CONCRETE ANCHOR ® 16" O.C. - /2". I EQ I EQ I I I I (LOCATE AT EITHER SIDE OF O) I 1 /2" MIN. #100/2" S.M.S. ® 16" O.C. CONCRETE ANCHOR 16' / O.C. 2" MIN. POURED CONCRETE OR CONCRETE BLOCK WALL I REQUIRED EXISTING GLASS % MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 1/16"x3" MAX. 12 FOR BLADE 1QAND 6063-T6) CONT. ON SHEET 28 FOR ( ALUM. CLOSER BLADES 1Q & PLATE. (LOCATE 1/2" L- AT EITHER SIDE MIN OF®) J1 f #10x1/2" S.M.S. --/ ® 16" O.C. OR 1. 10+�aa©+�3ors�+©an ©+O + @pp©+O+ ;TION DETAIL SEE DETAIL X FOR SIDE CONNECTION TO TRACKS — — — — — � EXISTING GLASS 1 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12 FOR BLADE (f)AND ON SHEET 28 FOR BLADES 1Q & ---- 1/2" MIN. OR W POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED END CONNECTION DETAIL 4 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12 FOR BLADE (I)AND ON SHEET 28 FOR BLADES 1� & aA OR 1f' «e «e • 7E «e 8 a+ 0, + 10 :CTION DETAIL 7XPOURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED #1 1/2" S.M. ® 16" 0' CONCRETE ANCHOR 12" O.C. 2" 10+Oai©+�3on�+©oa ®+®o�t19+ 13 oa 1s+�5 BOO ;�`�5�. \,\LENS• •.`��'',; No. 4416 - ��.• STATE OF •'Q; ,S10NAI E /;�j�11i11w � P.E. SEAL/SIGNATURE/DATE 1/2" MIN 5 1_IOR W 4 - SEE DETAIL X FOR SIDE CONNECTION TO TRACKS POURED CONCRETE _ YUUKtU WNUMLIL OR CONCRETE OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED EXISTING GLASS 2" MIN. - - EXISTING GLASS 1" EPARAT10N MIN. i MIN SEPARATION TO GLASS (SEE TO GLASS (SEE SCHEDULE ON SHEET i f SCHEDULE ON SHEET / 12 FOR BLADE 1DAND I A 12 FOR BLADE (I)AND ON SHEET 28 FOR 1/T 2" / BLADES 13) & � ON SHEET 28 FOR BLADES D & 1 ' 1 ' 4USE 1" OR 2" MAX. (AS APPLICABLE)x2"x1 /8"xO'-2" Ii - — - — - ALUMINUM CLIP ANGLE A (6063-T6 ALLOY) AT MIDHEIGHT \ (1) #10x1/2" S.M.S. TO ® & 1' J (2)1/4"0 TAPCONS ANCHORS TO 1 OR WALL AT 1 " O.C. (LOCATE AT �� EITHER SIDE OF 4) ) 1 OR W SEE DETAIL X FORJ SIDE CONNECTION TO TRACKS END CONNECTION DETAIL n3 EXISTING y GLASS 4 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12 FOR BLADE 1@ AND ON SHEET 28 FOR BLADES 13) & ♦ SEE LIMITATIONS OF USE FOR BLADE to ON SHEET 28 10+05°R©+U3o+U+©�+ ©+ 7O+�on©* 70+18eR f15 + ®on 1©+ ®ae®+ ©ae ®+®«sO9+13�+19.�onO ION DETAIL 6 © 2020 TILTECO, INC IL ECO�Nc.\ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305. VIRGINIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tlltecOOOOIXOrn CA-0006719 WALTER A. TILUT Jr. P.E. FLORIDA Lic. # 44167 END CONNECTION DETAIL 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" 6 OR OOR O OR L �OR�30R�OR(j3 VIEW Y PLAN DETAIL X FLORIDA Bl A.S.S.Am American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 I' © OROOR OR 0ORj3OROR� IILDING CODE (Nigh Velocity Hurricane Lone) © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System .V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE # REV.N❑ : MY 1 07/1/2020 2 Mmil ING No 159 3 s EET OF28 6 SCHEDULE #1 SCHEDULE 2 *1 MAXIMUM SHUTTER SPAN* MAXIMUM SHUTTER SPAN L+" OR "L-" (ft.) "L+" OR "L-" (ft.) FOR FOR INSTALLATIONS&@ or (5 or $J CENTERMATES. & or 3 or i� WI ONE CAL INSTALLATIONS W/ PP N HV LOCK ® or or or HD LOCK W/ CENTERMAT S 21 & NO LOCKING RODS ® ® CENTERMATES & ONE HV LOCK OR _a W/ ONE HV LOCK ® W/ TWO LOCKING RODS OR 26 W/ NO OCKING ® TOP & BOTTOM ♦ (SEE NOTE t) RODS ♦ (SEE NOTE t) CONCRETE WOpOD MAXIMUM CONCRETE & WOOD INSTALLATIONS MAXIMUM INSTALLATIONS V A.S.D.DESIGN A.S.D.DESIGN PRESSURE FLOOR/CEILING P RATING E WALL M&NTINGS RATING WALL MOUNTING MOUNTING (P.s. (p.s.f.) f.) FLOOR/CEILING MOUNTINGS (+ OR -) (+ OR -) L + (ft) L L + (ft) L - (ft) L + (ft) L - (ft) 30 13'-2" 16'-0" 13'-2" 16'-0" 30 12'-3" '-8" 14'-10" 35 __1212'-8" 14'-10" 35 11'-9" 13'-8" 40 12'-3" 13'-10" 12'-3" 13'-10" 40 11'-4" 12'-9" 45 11'-11" 13'-1" 1V-11" 13'-1" 45 11'-1" 12'-0" 50 11'-7" 12'-5" ill -7" 12'-5" 50 10'-9" 1 V-5" 55 11'-4" 11'-10" 11'-4" 11-10 55 10'-6" 60 11'-1" 11'-4" 11'-0" 1 V-4" 60 10'-3" 10'-5" 65 10'-10" 10,-10" 10'-7" 10'-10" 65 10'-0" 10'-0" 70 10'-6" 10'-6" 10'-2" 10'-6" 70 9'-8" 9'-8" 75 10'-1" 10'-1" W-10" 10'-1" 75 9'-4" 9'-4" 80 9'-10" 9'-9" 9'-7" 9'-10" 80 9'-0" 91_01, 85 9'-6" 9'-6" 9'-3" W-6" 85 90 9'-3" 9'-3" 9'-0" 9'-3" 90 8'-6" 8'-6" 95 9'-0" 8'-9" 8'-9" 9'-0" 95 8'-3" 1008'-6" 8'-9" 100 W-1" 8'-1" 105 8'-7" 7'-11" 8'-4" 8'-4" 105 7'-11" 7'-11" 110 8'-4" 7'-7" 8'-2" 7'-11" 110 7'-8" 7'-7" 115 8'-2" 7'-3" 8'-0" 7'-7" 115 7'-6" 120 8'-0" 6'-11" 7'-10" 15'-l 120 7'-4" 125 7'-10" 6'-8" 7'-8" 125 7'-3" 6'-8" 130 7'-8" 6'-5" 7'-6" 130 7'-1" 6'-5" 135 7'-7" 6'-2" 7'-4" 135 6'-2" 140 7'-5" 5'-11" 7'-3" 140 6'-10" 5'-11" 145 7'-3" 5'-9" 7'-1" 145 6'-8" 5'-9" 150 7'-Z" 5'-7" 7'-0" 150 6'-7" 5'-7' 155 7'-0" 5'-5" 6'-10" 5'-B" 155 C-6" 5'-5" 160 6'-11" 5'-2" W-9" V-6" 160 6'-5" 5'-2" 165 6'-10" 5'-1" 6'-8" 5'-4" 165 6'-3" 5'-1" 170 6'-9" 4'-11" 6'-7" 5'-2" 170 V-2" 4'-11" 175 V-7" 4'-9" 6'-5" 5'-0" 175 6'-1" 4'-9" 180 6'-6" 4'-8" 6'-4" 4'-10" 180 6'-0" 4'-8" 185 6'-5" 4'-6" 6'-3" 4'-9" 185 5'-11" 4'-6" 190 6'-4" 4'-5" 6'-2" 4'-7" L205 5'-10" 4'-5" 195 6'-3" 4'-3" 6'-1" 4'-6" 5'-9" 4'-3" 200 6'-2" 4'-2" 6'-0" 4'-5" 5'-9" 4'-2" 205 6'-0" 4'-1" 6'-0" 4'-3" 5'-8" 111�1ii � EN, No. 441 =fir; STATE 0 i %SS/0NAL SCHEDULE-3 VAXIMUM SHUTTER SPAN* "L+" _IR "L—" (ft.) INSTALLATIONS W/ M RI ALCENTERMATES & TWO HV ® OR �W/ OR LOCKS OR TWO OCKING RODS ® TOP/BOTTOlV / ONE HV LOCK ® OR R ♦ (SEE NOTE t) CONCRETE & WOOD MAXIMUM INSTALLATIONS CS A.S.D.DESIGN PRESSURE RATING (P.s.f.) FLOOR/CEILING MOUNTING (+ OR -) L + (ft) L 30 13'-1" 16'-0" 35 12'-7" 15'-7" 40 12'-2" 15-2" 45 11'-9" 14'-3" 50 11'-6" 13'-7" 55 11'-3" 12'-11" 60 11'-O" 12'-4" 65 10'-9" 70 10'-7" 1 V-5" 75 10'-4" 80 10'-0" 10'-9" 85 9'-9" 10'-5" 90 9'-5" 10'-1" 95 9'-2" W-10" 100 9'-0" 9'-7" 105 8'-9" —4_ 110 110 8'-7" 9'-2" 115 8'-4" 8'-11" 120 8'-2" 8'-9" 125 8'-0" 130 7'-10" 8'-1" 135 7'-9" 7'-9" 140 7'-7" 7'-6" 145 7'-5" 7'-3" 150 7'-4" 7'-0" 155 7'-2" 6'-9" 160 7'-1" 6'-7" 165 7'-0" 6'-4" 170 6'-1 1 " 6'-2" 175 6'-9" 6'-0" 180 6'-8" 5'-10" 185 6'-7" 5'-8" 190 W-6" 5-6" 195 6'-5" 5'-5" 200 6'-4" 5'-3" 205 6'-3" SCHEDULE-4 AXIMUM SHUTTER SPAN* "L+" R "L—" (ft.) INSTALLATIONS W IC NTE T S & W/ ONE HV LOCKS OR 5 N/ NO LOCKING ODS CONCRETE MAXIMUM INSTALLATIONS A.S.D.DESIGN FLOOR/CEILING MOUNTING PRESSURE RATING OR (p.s.f.) (+ OR -) FLOOR/WALL MOUNTING L + (ft) I L - (ft) 30 13'-2" 16'-0" 35 12'-8" 14'-10" 12'-3" 13'-10" 1 V-11" 13'-1" r 1 V-7" 12'-5"11'-2" 11'-10"10'-2" 10'-11 " 65 9'-5" 10'-1" 70 8'-9" 9-4" 75 - 8'-9., * NOTES: 1) L+: MAXIMUM ALLOWABLE SPAN FOR 4 GIVEN POSITIVE A.S.D. DESIGN 'RESSURE RATING MAX. ALLOWABLE SPAN FOR A GIVEN VEGATIVE A.S.D. DESIGN PRESSURE RATING ,2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR -LOOK/CEILING: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIG 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 W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: L1-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 11+", "Ls+„ "11-" AND "L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 0 MAXIMUM SHUTTER SPAN "L+" OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. A.S.D. DESIGN PRESSURE RATING t H.V. CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON' MANDATORY CONDITION #2 NOTE #5, SHEET 5. © 2020 TILTECO, INC. % /TILIECOINC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco®aol.com CA-0006719 •, WALTER A. TILLIT Jr. P.E. ,� OWSEAL/SIGNATURE/DATE FLORIDA Lic. # 441fi7 ♦ SEPARATION To GLASS RE UIREM NT (1) SEE BELOW FOR MINIMUM SEPARATION TO GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN THE FIRST 30'-0" ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30'-0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER IS 3". MINIMUM SE ARATI N TO GLASS S EDUL : SHUTTER W ONE LOCK WITHOUT LOCKING RODS INSTALLATION W/ INSTALLATION W/ SHUTTER SYMMETRICAL OPPOSING SPAN CENTERMATES CENTERMATES 105" 3 3/8"5 4" OR LESS >105" TO MAX.L 3 7/8"8 4" ALLOWED s USE 2 1 /2" FOR HD LOCK �+ OR @+® USE INDICATED VALUES FOR HV CE3 ERMA S. MINIMUM SEPARATION TO GLASS SCHEDULE: SHUTTER W/ ONE LOCK & TWO LOCKING RODS OR WITH ONLY TWO LOCKS INSTALLATION W/ INSTALLATION W/ SHUTTER SYMMETRICAL OPPOSING SPAN CENTERMATES CENTERMATES 105" 2 3/4" ** 3 3/16" OR LESS > 105" TO MAX. 3 1 /4" *** 3 1 /4" ALLOWED ** USE 2 15/16" FOR HV "T" LOCK 30 W/ 35 *** USE 4 1 /8" FOR HV "T" LOCK ©O W/ 35 USE INDICATED VALUES FOR HV CENTERMATES. INSTALLATION LEGEND CONCRETE & MANSORY WOOD WALL A, B, C, D, E, M, N, 0, P, Q, R, MOUNTING F, K & L. S & V. FLOOR/CEILING G, H, I, 11 & J. T, U, W & X. MOUNTING IHV BLADE- FLORIDA BUILDING CODE (High Velocity Hurricane Zone) A.S.S.Am American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System i.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE #2 REV.No DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-102 -7/1/2020 DATE: 07/1/2020 2 DRAWING No 20-159 3 4 5 SHEET 12 OF 28 6 (SEE MOUNTINGS A. B, C, D AND F ON SHEET 6) o s No. 4416 C • _ :> STATE OF �• /ass/0NAL . E. SEAL/SIGNATURE/DATE k\ © 2020 TILTECO, INC. IL IEC0IIIINc. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 ANCHORS SPACING LEGENp TAPCON WITH ADVANCED THREADFORM TECHNOLOGY BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 14 ♦ SEE LIMITATIONS OF USE FOR BLADE 1A ON SHEET 28 n HV BLADE E W/ J& HV WINDOW BLADE WORKING IN UNISON FLORIDA BUILDING CODE (High Veloc A.S.SmAm American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 � Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System .V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE #2 REV.No DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-102 7/1/2020 DATE: 07/1/2020 2 DRAWING No 20-159 3 M65 SHEET 13 OF 28 /CFF MnlllMNrs F_ r. A, H ON SHEETS 6 & 7) * SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: CEILING MOUNTING (_'N FLOOR MOUNTING wiW-11111111111 A.S.D. DESIGN NEGATIVE LOAD AM11 IIIIIIIII)MIRM v00v00v0 v00�00v0I��m010000 �®�0000)0 �I®IIIT'.100000 � �' ODOQ© m®m00000 �®�' 0000)0 �®�' 00000 �I0�00v00 v00000v0 �®liavollvivi® . ®�' 00 00 �I®III�DODO �®li�'IDIO i0® 0010v0000 000000 Ilia �I®�11171011I�III�1� � 0vo)00v00 v0000000 �®�010�©® mmm�vml0©�min�®iai©>v �mmv®®i©la v010000v0 i000000�0 �®�' III7®®0© ®��i000v �®m0®®DO v ivv®®v0 mmv®molirvo �mmv®®Irvla m®ovv is 00v00v0000000000�®�' 0��0 mIII'vi�IO®©ollia �®Ilium®0II©III ��III�©0II©v10 m®�®0v00 �®�0�©vOI�®DD�DvO m�i�©I®vviry ®� �©v0 �®0�I©OfOiv IIIa0011lalliivlli�iv �00�00v0 �I®�Ilv®000 ®®000v0livim�Iv ©®v0I�i0®�®000 ®O�I�000 �®�0®D00 �i�io®IDi�ivl0 I��®�0000 �i®vvomvlli� �m0®�®vi0 �m®®Of0I0i0 �i®ov©DOIO ��0©i0000 �0©000v0 �®Om®00 mm' �©0©v0 Ivivolrvlalorala iv10101v01010� MilWf0l�i ®Irvla �i�©IIIa Ovv ®III7IIvi�O©Ov 00�® 0v0 I�iOmllliivivv0 � 0II©ivivOl®viv�vvlliav orvlaoolvlav ®��00v00I�0®0®000 sv�i�lailrvollala mmm©Irvvoiv ivollall©Ilialll�vll� ��000vvom�l�©vvov�v©ovvvo muammmvMm m '®0®Mvlliiiv IOIv0011iaiv0illa ®00�0000 1�00000v0 �000v0v0 ' ®II©i0©vivo ®®0II©OII�IIIaiv ®�000000 ®00�00v0 �0©Dvl0ivi0 ODOOOviaO DODO '1MM©00v00 vfOivlvivivi0fv ivmmmmmmm mmmmi mmm m®Ivivvl0lvla IvfOI�®vvoo v©®©vvoo �IDvovovvom0®mvvvv0mmvovvv ®v0000v0 ®Div DODO �0�0v000 000000v0 v00�0v001'�(0©ovvvo 0100000v0 ��D000v0©©00v00 �' Ov00v001�0©vovivo i�vovolloivivi 0v000v0� {�QQ®v0vvo IOmmlll�ivvivo ora��oirviry O1110001vis001 �' ®i©vvivviry MM vvoo li10I01v01vlvla omi©vlrvivrala f�0 v0lv0l0I�1F>©0v0v0 00000v00 �• �' F• �� No, 44 67<- -d STATE C F s ; S10IVAL ANCHORS SPACING LEGEND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER' ♦ SEE LIMITATIONS OF USE FOR 13LADE Q ON SHEET 28 V BLADE OR In HV BLADE V WINDOW BLADE WORKING IN UNISON (A) TO EXISTING POURED CONCRETE: (Min. Vc = 3 ksi) - 1/4.0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. (Min. Vc = 3 ksi) - 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. Vc = 3 ksi) - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. f'c = 2 ksi) - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. Vc = 3 ksi) NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4", AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2". A.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS 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 1" MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A. (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) - 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. - 1 /4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4" AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 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 EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1) & B.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: MAXIMUM ANCHOR SPACINGS ARE VALID 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 ACTUALF EDGE W/ ADVANCED THREADFORM TECH SPACING ALL POINT SOLID SET BLUE TAP W/ CAPDICTANCEMIN. TAPPER + MIN. SPACING E.D.3' 4' MIN. SPACING = 3 1 /2" MIN. SPACING = 3" 3 3/4" 4" POURED CONCRETE MIN. ED. = 3 1 /2" BLOCK MIN. ED. = 2 1/2' POURED CONCRETE & CONCRETE BLOCK INN. E.D. = 3 1 POURED CONCRETE & CONCRETE BLOCK MIN. ED: = 3' POURED CONO� MN ED. = 3 1 2 / COry�E BLOCK MIN. ED. = 2 1/2" 3' 0.90 1.0 0.78 1.0 0.84 1.0 2 1 /2- 0.81 1.0 - - - 0.67 1.0 2" 0.71 - - 0.51 - 1 3/4" ( ®e®0rax+nHcs .91 ONLY) 0.43 - 1 1 /2' - - - - 0.35 - © 2020 TILTECO, INC. I L E C C TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteca®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209_8380 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTI`J Accordion Shutter System V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.W. BLADE #% REV.N. DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-102 7/1/2020 DATE: 07/1/2020 2 DRAWING No 20-159 5 SHEET 6 ! 14 OF 28 fcrr unl umNrR I. J_ K & L ON SHEET 7) �01 lii 11 ..is�� F No.44 67 _ -p STATE ° /0NA �� SEAL/SIGNATURE/DATE © 2020 TILTECO, INC. /TILIEC0.1f4c. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tiltecOCGOLCom CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 ANCHORS SPACING LEGEND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID —SET J BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 14 0 VALID ONLY FOR UP TO +70. —75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #4, SHEET 12 T HV BLADE ONLY. FLORIDA BU A.S.SmAw American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 1ILDING CODE (High Velocity nurrlcane Lone) 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE #2 DESCRIPTION DATE DRAWN BY: M.P OLD 17-102 7/1/2020 DATE: 07/1/2020 P DRAWING No 20-159 SHEET 15 OF 28 6 (SEE MOUNTINGS A, B• C. D AND F ON SHEET 6) `�'�'••-�\cENs No. 441 E e STATE OF ''cZORIDN �� F 0NAL E� © 2020 TILTECO, INC. 11LIECO--c-\ z % TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 3St., Ste. 305, VIRGARDENS, FLORIDA331 Phone 305)871-1530 Fax Fox (305)871-153-1531 : ( • `, !!!/ e—mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 6� �'•,�+,��`'.E. SEAL/SIGNATURE/DATE ANCHORS SPACING LEGEND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY BLUE TAP _ 1 TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 14 ♦ SEE LIMITATIONS OF USE FOR BLADE 1A ON SHEET 28 (1� HV BLADE OR G� HV BLADE W/ 1(A; HV WINDOW BLADE WORKING IN UNISON FLORIDA BUILDING CODE (High Velocity Hurricane Zone) AwSmSmAw American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System N. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE #2 REV.No DESCRIPTION DATE DRAWN Bl: M.P 1 OLD 17-102 �7/1/2020 DATE: 07/1/2020 2 DRAWING No 20-159 3 5 SHEET 15A OF 28 6 MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) SOUTHERN PINE No. DOUGLAS FIR 2 W/ W/ MIN. G=0.55, MIN. G=0.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 1 /2" MIN. CDX PLYWOOD MAXIMUM SPAN (ft) WALL MOUNTINGS M, N, 0 & R S.D. NEGATIVE DESIGN LOAD (psfA.S.D. CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS, , MN0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X IkS,D. NEGATIVE DESIGN LOAD (ps WALL MOUNTINGS, , MN0 & R A S.D. NEGATIVE DESIGN LOAD (psf CEILING MOUNT T FLOOR MOUNTINGS W& X -S.D. NEGATIVE DESIGN LOAD (ps WALL MOUNTINGS P & Q S.D. NEGATIVE DESIGN LOAD (psf NEGATIVE DESIGN LOAD (psf S.D. NEGATIVE DESIGN LOAD (psf 30 40 60175 90 1105130 30 40 60 75 90 105 30 40 60 75 90 105 40 60 75 90 105 30 40 60 75 90 105130 40 60 75 90 105 30 40 60 75 90 105 '-O" OR LESS 12 110 110 9 8 8 6 6 6 6 6 5 12 10 1 101 9 8 8 6 6 6 6 5 4 12 10 10 9 8 8 6 6 6 4.5 4 3 6 5 4 4 4 3 4'-0" 12 110 110 9 8 8 6 6 6 5 4.5 4 12 10 1 10 9 8 8 6 6 5.5 4.5 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 6 5 4 4 4 3 5'-0" 12 10 110 9 8 8 6 6 5 4 3.5 3 12 10 10 9 8 8 6 6 .4.5.3.5 3 2.5 12 10 10 9 8 7 6 5.5 3.5 3 2 2 6 5 4 4 4 3 6'-0" 12 10 110 9 8 6.5 6 6 4.5 3.5 3 2.5 12 10 10 9 8 4.5 6 5.5 3.5 3 2.5 2 12 10 10 9 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7'-0" 12 10 110 9 6.5 4 6 5.5 4 3 2.5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 - 12 10 10 7 3 - 5 4 2.5 2 - - 1 6 5 1 4 1 4 - - 8'-0" 12 10 110 7.5 4.5 3 6 5 3 2.5 2 2 12 10 10 5.5 3 - 5.5 4 2.5 2 2 - 12 10 10 1 4 - I - 14.5 3 2 - - I - 1 6 5 4 - - - 9'-0" 12 10 10 5 3.5 - 6 4.5 3 2 2 - 12.10 8.5 4 - - 5 3.5 2.5 2 - - 112 10 4 2.5 - - 4 3 2 - - - 6 5 3.5 - - - 10'-0" 12 10 7.5 4 - - 5 4 2.5 2 - - 12 10 5.5 3 - - 14.5 3 2 - - - 12 110 3 - - - 3.5 2.5 - - - - 6 5 - - - - 11'-0" 12 10 5.5 - - - 5 3.5 2 - - - 12 10 4 - - - 4 3 2 - - - 12 10 - - - - 3 2.5 - - - - 6 5 - - - - 12'-0" 12 110 4.5 - - - 4.5 3 2 - - - 12 10 3 1 - - - 3.5 2.5 - - - - 12 10 - - - - 3 2 - - - - 6 5 - - - - 13'-0" 12 10 - - - - 4 3 - - - - 12 10 - - - - 3.5 2.5 1 - I - - - 12 7 1 - I - - 11 - 2.51 2 1 - I - - I - 1 6 4 - - - - 14'-0" 12 10 - - - - 1 4 1 3 - - - - 12 7 - - - - 3 2 - - - 5 - - - - 2.5 2 - - - - 6 3 - - - - 15'-0" 12 - - - - - 3.5 - - - - - 12 - - - - - 3 - - L[- - L - - - - - 2 - - - - - 6 - -16'-0" 12 - - - - - 3 - - - - - 12 - - - - - 2.5 - - - - - - - - - 2 - - - - - 6 - - - - - + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRA-ES, 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER N.D.S. 2018 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) -DOUGLAS FIR W/ G=0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ G=0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ G=0.36 (N.D.S.) -MIN. 1/2" CDX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. No.44 67 =_ STATE F P "OM ••� � OiVA 'E�� `•�` 'H#)IIIIE. SEAL/SIGNATURE/DATE HV BLADE OR (1) HV BLADE WINDOW BLADE WORKING IN ♦ SEE LIMITATIONS OF USE OF BLADE to ON SHEET 28 UNISON FLORIDA BUILDING CODE (High Velocity Hurricane Zone © 2020 TILTECO, INC. I © 2020 EASTERN METAL SUPPLY, INC. ilk„ I AwSmSsAw TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fox : (305)871-1531 e-mail: tiltecogaol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 ormn i nR n VTM Accordion Shutter System 0. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE REV.No DESCRIPTION I DATE I DRAWN BY: M.P 1 OLD 17-102 --17/1/2020DATE: 07/1/2020 3 DRAWING No 4 20-159 5 SHEET 6 16 OF 28 MAXIMUM ANCHOR+ SPACING in. SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEET 19) MAXIMUM SPAN (ft) SOUTHERN PINE No. 2 W/ MIN. G=0.55, DM N GS0IR W/ SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 B.O. WALL MOUNTINGS S& V A.S.D NEGATIVE DESIGN LOAD (psf) B.O. WALL MOUNTINGS S& V . S.D. NEGATIVE DESIGN LOAD (psf B.O. WALL MOUNTINGS S& V A.S.D. NEGATIVE DESIGN LOAD (psf 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 3'-0" OR LESS 12 112 112 12 12 12 12 112 12 12 1 12 12 12 12 12112 12 12 12 4'-0" 12 112 112 12 12 12 12 12 12 12 12 1 12 12 12 12 12 12 12 5'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11.5 10 6'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12r12 12 1.5 9.5 8 7'-0" 12 12 12 12 12 12 12 12 12 12 12 10 12 12 10 8 8 8'-0"12 12 12 12 12 12 12 12 12 12 0.5 9 12 11 8.5 7 7 9'-0"12 12 12 12 12 1O. 12 12 12 11 9 8 129.5 7.5 6.5 6 10'-0" 12 12 12 12 .1.59.5 12 12 12 10 8 7 12 12 8.5 7 6 5.5 11'-0" 12 12 12 12 10 8.5 12 12 11.5 9 7.5 6.5112 12 8 6 5 5 12'-0" 12 12 12 11.59.5 8 12 12 10.5 8 7 6 12 11 7 6 5 4.5 13'-0" 12 12 12 10. 8.5 7.5 12 12 9.5 7.5 6 5.5 12 10 6.5 5 4.5 4 14'-0" 12 12 12 9.5 8 6 12 12 9 7 6 14.5 12 9.5 6 5 4 3.5 15'-0" 12 12 11 9 7.5 5 12 12 8 6.5 5.5 3.5.11.5 8.5 6 4.5 4 3 16'-0" 12 12 10. 8.5 6.5 4 1.5 12 1 8 6 4.51 3 1 11 8 5.51 4 1 3 1 - (I HV BLADE ONLY, `� �• •�\,\CEN •' v F• . ti''• No. 44167, �'. STATE 0 •: %,�F�;•ZORID •��.��. + 11 SEAL/SIGNATURE/DATE ♦ NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES_, 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) -DOUGLAS FIR W/ G=0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ G=0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ G=0.36 (N.D.S.) -MIN. 1/2" COX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. © 2020 TILTECO, INC. Z_ FIL E C O INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E FLORIDA Lic. # 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System i.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE REV.No DESCRIPTION DATE IDRAWN BY: M.P 1 OLD 17-102 )7/1/2020 DATE: 07/1/2020 3 DRAWING No 4 20-159 5 SHEET 6 17 OF 28 INST if ,-.AT 10 N D ON EXISTING WOOD BUILDINGS FOR (1) HV & HV! BLADES AS APPLICAB MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL 1 /4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION �� 1/4"0 TAPCON WITH ADVANCED " THREADFORM TECHNOLOGY OF THREADED AREA TO EXISTING WOOD HEADER. W/ 1 1/2" Min. PENETRATION (SEE SCHEDULE ON SHEET 16) OF THREADED AREA TO EXISTING WOOD HEADER. - + (SEE SCHEDULE ON SHEET 16) I ��f OR — 1" Min.- 1/4"O-2Ox3/4" S.S. MACHINE SCREWS , i ') OR 8 EQ E W/ 1/4 -20 NUTS ® 12" O.C. V I N :.I�71 t FINISH N .I [----OPTIONAL EXISTING MIN. I I :.: •;� WALL FINISH2"x4" WOOD I �I - 1. 0R ( EXISTING MIN. I I N HEADER REQUIRED I 2",A" WOOD EXISTING I MIN. SEPARA1ION I I I HEADER REQUIRED GLASS --II TO GLASS (SEE I I MIN. SEPARATION ON SHEEP I I TO GLASS I I�SCHEDULE 12 FOR BLADE 1OAND I I I I EXISTING I" (SEE SCHEDULE I I ON SHEET 28 FOR GLASS —II ON SHEET 12) I I II BLADES T & ( I I I ON HV W A INSTALLATION *HV WALL HEADER INSTALLATION MIN. SEPARATION EXISTING GLASS —II MIN. SEPARATION I- TO GLASS I I I 1 I I I i 1 (SEE SCHEDULE I I TO GLASS 2"x4" CONT. I I EXISTING GLASS ON SHEET 12) I I I X o WOOD PLATE I I�(ONESHEETD12) REQ'D.— I I I I I a I I I U 1/4"0-2Ox3/4" S.S. MACHINE SCREWS W/ I I 2 u 1/4„-20 NUTS @ I I WALL I I 12" O.C. FINISH I I I I , ++ l� �1 OR 18 OR t7 L} OR \ �7 1/4"0 TAPCON WITH ADVANCED `f THREADFORM TECHNOLOGY W/ 1/2" Min. PENETRATION OF {I THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) V L 1/2" MIN. CDX PLYWOOD REQ'D. LEXISTING MIN. 2"x4" STUDS ® 16" O.C. MAX. REQ'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. HV WALL SILL INSTALLATION 1.OR MIN. SEPARATION I I I I I II TO GLASS (SEE SCHEDULE ON SHEET II' 12 FOR BLADE @AND EXISTING I ON SHEET 28 R GLASS --II BLADES 1�& 1A I II WALL - U FINISH } N 2 OR \ •: { ~ \-1 /4"0 TAPCON WITH ADVANCED •:: THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION 2"x4" CONT. SILL OF AREA 0 ,` PLATE REQ'D. ;' MIDWIDTHAD OFWOOD PLATE. l (SEE SCHEDULE ON SHEET 16) WOOD PLATEN - EQ EQ a REQ'D. 1 /4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY NOTE: W/ 1/2" Min. PENETRATION OF 1-SEE SHEET 4 FOR TYPICAL - THREADED AREA INTO PLYWOOD. SHUTTER ASSEMBLY. (SEE SCHEDULE ON SHEET 16) 2-MOUNTING SECTIONS CAN BE EXISTING MIN. 2"x4" STUDS COMBINED IN ANY WAY TO ® 16" O.C. MAX. REQ'D. SUIT ANY INSTALLATION. PLYWOOD TO BE ATTACHED TO 1/2" MIN. CDX'. WALL FINISH STUDS IN ACCORDANCE WITH PLYWOOD REQ'D. SECTION 2322 OF THE F.B.C. SEE LIMITATIONS OF USE OF BLADE 1A ON SHEET ® HV WALL SILL INSTALLATION JJ Jfigjfd /' © 2020 TILTECO, INC. F =T L EC 0 No.44 74 = TILLIT TESTING & ENGINEERING COMPANY STATE 6355 N.W. 35th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 • , Phone (305)871-1530 . Fax : (305)871-1531 �� • FZnRI ,•'`cI e-mail: tilteco®aol.com WI S •r�� WALTER A. TILLIT Jr. P.E. // NAL 0t. SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 //Ill111111ll 1111,1 ( HV WALL SILL INSTALLATION II MIN. SEPARATION TO GLASS -I EXISTING I (ONESCHEDULE SHEET 12) GLASSJI II II II II I 1 /4" 0-20x3/4" S.S. MACHINE SCREWS I I USING 1/4"-20 NUTS ® 12" O.C. OR 1 8 OR -!1 " Min. l— —1/4"O TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 2"x4" CONT. ti W/ 1 1/2" Min. PENETRATION SILL PLATE REQ'D. -; \ OF THREADED AREA WALL MIDWIDTH OF WOOD PLATE. ` FINISH (SEE SCHEDULE ON SHEET 16) ® HV WALL SILL INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM A A Accordion Shutter System V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE American Shutter Systems REV.Nv DESCRIPTION DATE 1DRAWN BY: M.P Association, Inc. 1 OLD 17-102 07/1/2020DATE: 07/1/2020 4268 West Roads Drive 2 DRAWING No West Palm Beach, FL 33407 3 Phone: (800)432-2204 . Fax: (561)209-8380 4 20-159 5 SHEET INST N ION DETAILS ON EXISTING WOOD BUILDINGS FOR Lt HV & I& HV* BLADES MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL _—_._.. ��........� MA. I. k.-. rr1— r%1111-1_1r no C/AE2 ►AAV COAM Ir - WALL FINISH A.S.D. DESI 1/4"0 TAPCON WITH ADVANCED THREADFORM I TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 17) _ 1" Min. - —19 •- EQ If � OPTIONAL I I_J � L= tEXISTING MIN 2"x4" EXISTING —II HEADER REQ'D MIN. SEPARATION GLASS III — TO GLASS II (SEE SCHEDULE ON SHEET 12) 4"x8" (Min.) EXISTING—. WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY 1/4"0-20x3/4" S.S. EXISTING WOOD BEAM BE CERTIFIED BY PHILLIPS TRUSS HEADTO ENGINEER OR REGISTERED RE AGISSTERED CHINE SCREWS ARCHITECT PRIOR TO 1 4"-20 NUTS W/ / SHUTTER INSTALLATION. ® 12" O.C. 1/4"0 TAPCON WITH !' OR 1 5 ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. - 250" PENETRATION OF THREADED Max. AREA TO EXISTING WOOD BEAR „ (SEE SCHEDULE ON SHEET 16) (S)HV WALL HEADER INSTALLATION NOTES: 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I MIN. SEPARATION L_ TO GLASS (SEE SCHEDULE ON SHEET 12) EXISTING GLASS —II II II I WALL - FINISH 2"x4" CONT. SILL PLATE REQ'D. P- MM EQ—} 1/4"0 TAPCON WITH ` ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA ® MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 17) I I I I EXISTING GLASS- - TO (SE —I SCHEDULE ON BLADESHEET 'ONSHD SHEET 28 BLADES D& —1 - - II ,11 1/4" Max. 13 oR® EQ-1/4"0-20x3/4" S.S. 1" PHILLIPS TRUSS HEAD Min. MACHINE SCREWS W/ 1/4"-20 NUTS ® 12" O.C. HV WALL SILL INSTALLATION 1/2" #14x3/4" - EQ EQ S.M.S. — ® 6" O.C. 11 or 1� or 15 I II.. I 1/2- /0 2" MIN.- or 13 or 15 I I OPEN HOLE AT EACH STUD TO ACCEPT I I 5/16"0 LAG SCREW AT CENTER OF TUBE. I I 0 I MIN. SEPARATION TO GLASS (SEE LO EXISTING —I SCHEDULE ON SHEET I GLASS-----i 122 FOR (PANDON I I 1. OR �� I BLADFSO& 9 J)HV CEILING INSTALLATION SEPAIZATION ' I MN. O GLASS (SEE I _ SCHEDULE ON SHEET 12 FOR BLADE 1 AND EXISTINGI ON SHEE7 28I f1i 1D GLASS\ BLAM & (9I- I ALTERNAT.-_ I ANCHOR LOCATION I 3/8' IN. 3/8" IN. I 0 LID OU HV CEILING INSTALLATION _IJ OR ®� I MIN. SEPARATION I TO GLASS I I X (SEE SCHEDULE I I ON SHEET 12) I { I I I I}1 I I ' EXISTING GLASS--I#10x3/4" HEX I WASHER HEAD TEK SCREWS ® 12" o.c -(j)OR F EDGE (IF APPLICABLE) EXISTING WOOD TRUSSES OR RAFTER ® 24" O.C. REQUIRED _EXISTING SOFFIT 3/4" Max. THK. _ 1 "x4"x 1 /8" CONT. ALUM. TUBE (6063-T6 ALLOY) W/ (3) 5/16"0 LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL WIDTH) W/ 2" Min. PENETRATION OF THREADED AREA. VALID FOR INSTALLATIONS WITH 72 psf MAX. A.S.D. DESIGN LOAD AND W-0" MAX. SPAN. THIS INSTALLATION IS ONLY VALID FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS FIR OR SOUTHERN PINE No. 2, OR EQUAL. 2"x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) 2"x6" MIN. WOOD — EDGE OF DECK DECK REQUIRED (NO IF APPLICABLE FINISH ALLOWED) 1 2" 1" 1/4"0 F.H. TAPCON WITH EDGE OF DECK ADVANCED THREADFORM IF APPLICABLE - EDGE TECHNOLOGY W/ 1 1/2" Min. 2" MIN.- __ — 2 MIN• OF DECK IF 2" MIN. PENETRATION OF THREADED AREA ® MIDWIDTH OF WOOD APPLICABLE PLATE. 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY (SEE SCHEDULE ON SHEET 16) W/ 1 1/2" Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 16) NS O�28 SEE LIt(��ON BLADE SHEOX HV WALK —OVER INSTALLATION *HV FLOOR I.NSTALLATIQN FLORIDA BUILDING CODE (H V H Zo \�,.-Pam..•,...... \CEN �,f ,, N 441 :• STATE 0 e •'�� C: • FLORID � ••�� `� 'i//,;,ONA; +11 �� E. SEAL/SIGNATURE/DATE © 2020 TILTECO, INC. FIL E C-0 INC. TILLIT TESTING & ENGINEERING COMPANY 5355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco®aol.com CA-0006719 Phan WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 A.S.S.Am American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 e: (800)432-2204 . Fax: (561)209-8380 �JI (High Velocity Hurricane ne i © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE #2 REV.No DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-102 7/1/2020 DATE: 07/1/2020 2 DRAWING No 4 20-159 5 SHEET 6 19 OF 28 D INSTALLATIONS 1 HV & 1 HV * BLADES INTO 299 x4" MIN. WOOD STU 2"x4" MIN. WOOD STUDS. (AS APPLICABLE) \ / \ / WALL \ / FINISH - EXISTING GLASS / C (SEPARATION E EQ\\ MIN. TO GLASS (SEE SCHEDULE ON SHEET — 12 FOR BLADE (RAND ON SHEET 28 FOR FADES (3) & 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ITW BUILDEX ANCHORS ® 6" O.C. W/ 1 1/2" MIN. THREADED PENETRATION INTO STUDS OR W/ MIN. 1/2" THREADED F PENETRATION TO 1/2" CDX PLYWOOD IF NO STUDS EXIST. 1/2" MIN. CDX PLYWOOD. 1 2" MIN. #10x1/2" S.M.S. 016 O.C. 5D T OR ®♦ END CONNECTION DETAIL T7 ASS 1/4"0 TAPCON WITH EXISTING GL ADVANCED THREADFORM Z TECHNOLOGY ITW BUILDEX i ANCHORS W/ 1 1/2" MIN. 2"x4" MIN. WOOD --1 THREADED PENETRATION MIN. SEPARATION STUDS REQ'D. ` INTO STUDS ® 12" O.C. TO GLASS (SEE SCHEDULE ON SHEET 12 FOR BLADE [)AND . ON SHEET 28 FOR BLADES 1Q & 1/2" MIN r1W' 1 ': y2M 1/16"x3" MAX.--- (6063—T6) CONT. ALUM. CLOSER PLATE. (LOCATE 1 AT EITHER SIDE OF ®) #10x1/2" S.M.S. — 016 D.C. /—WALL FINISH ©aO *©an©rO*®on END CONNECTION DETAIL 10 _ 2"x4" MIN. WOOD STUDS REQ'D, EXISTING GLASS IZ T MIN. SEPARATION TO GLASS (SEE _.r• SCHEDULE ON SHEET WALL /" _ 1 2 MIN. CDX 12 FOR BLADE ()AND FINISH PLYWOOD. ON SHEET 28 FOR BLADES 01 & 1/2" MIN. CDX rr'' SEE DETAIL X FOR — C• OR SIDE CONNECTION TO TRACKS END CONNECTION DETAIL ® EXISTING 1/4"0 TAPCON WITH GLASS ADVANCED THREADFORM (� TECHNOLOGY ITW BUILDEX ANCHORS W/ 1 1/2" MIN. THREADED PENETRATION #100/2" S.M.S. INTO STUDS ® 12" O.C. 016 O.C. f 1/2" MIN. 11) OR WALL FINISH 4 2"x4" MIN. WOOD STUDS REQ'D. FEXISTING GLASS T MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12 FOR BADE @AND ON SHEET 28 FOR BLADES © & 0 SEE DETAIL X FOR- j OR SIDE CONNECTION TO TRACKS ©a®a+©* OueOonlO r�3 ax END CONNECTION DETAIL �9 I MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12 FOR BLADE DAND 4 ON SHEET 28 FOR BLADES 1Q & 2"x4" MIN. WOOD WALL STUDS REO'D. FINISH ©rO `©an©rOr®on END CONNECTION DETAIL 12 I - \ No. 4416 STATE OF 'C sS/ONAL EN 1.``'�''` 1111111111N0� P.E. SEAL/SIGNATURE/DATE © 2020 TILTECO, INC. F11LIECOINC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tilteCO®aOI.COm CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA LJc. # 44167 1/2" MIN. CDX PLYWOOD. 1 4 USE 1" OR 2' MAX. j— (AS APPUCA8U!),2'a1/8'n0'-2" ALUMINUM CUP ANGLE (60w—T6 ALLOYJ AT MID EIGHT Ri)(2)11/40oxi • TAPCONS OR TAPCON wrrH ADVANCED j THREADFORM TECHNOLOGY ITW BUILDEX ANCHORS TO WALL AT 1' O.C. (LOCATE AT EITHER SIDE OF 4 SEE DETAIL X FOR SIDE CONNECTION TO TRACKS xR VOR(jOR OR OR ! 3 oR 1DR 1� VIEW Y PLAN 1/ \1��[ / II—iQ\ OR ®♦ 2"x4" MIN. WOOD STUDS. (AS APPLICABLE) FINISH EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12 FOR BLADE ©AND ON SHEET 28 FOR BLADES 1) & 0 END CONNECTION DETAI 0 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" 4 SEE LIMITATIONS OF USE OF BLADE 1A ON SHEET 28 © OR®OR ri 1)Ly OR �OR50RV I OR —7 DETAIL X FLORIDA BUILDING CODE (High Veiocity Hurricane Zone. A.S.SmAm American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE #2 REV.No DESCRIPTION M.P 1 OLD 17-102 T9— 7/1/2020 2 NG No I159 4 s SHEET 20 OF 28 6 HDA-HVA z l� 4 p N = W uj t= 7 W (nva SEE END CONNECTION DETAILS ON - SHEET 24 TYP. FULL HEIGHT. HVB-HDB D D HVCVC-HDC I v 11 .Z UNLIMITED WIDTH- -± (a) OR OR © + O OR 10 + OR18 + 15 ALTERNATE 34 * LOCATION HVB-HDB II !I II - ALTERI34 NATE LOCA i N TYPICAL 2 HV BLADE SHUTTER ELEVATION N.T.S. No. 44 � 67 '° •• STATE '��F • F40RI[ s. ......... 10111111111, .15 ° @ _ @ 35 *- © 2020 TILTECO, INC. * NOTES ON HD LOCKS AND CENTERMATES: 1. MANDATORY CONDITION # 1: ONE (�) H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, A�31 OR (3�2 +(g AND AT ANY ELEVATION. 34 H.D. LOCK MAY BE USED AS INSIDE OR OUTSIDE LOCK, ATTACHED T HEAVY DUTY SYMMETRICAL CENTERMATES WITH (3) #8 x 3/8" LONG FLAT HEAD S.S. M.S. LOCKING RODS 05 ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY CONDITION # 2: LOCATION OF 3 H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR SHUTTER SPANS UP TO 105". (3P) H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" A80VE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105", ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. FLORIDA BUILDING CODE (High Velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. �Ftt_lj I eco1 A.S.S.A. IE TILLIT TESTING & ENGINEERING COMPANY IV M 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 w Phone (305)871-1530 . Fax : (305)871-1531 P • ``� �� e—mail: tilteco®aol.com •' G�\ �� CA-0006719 WALTER A. TILLIT Jr. P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 ar.n I nA nVTM Accordion Shutter System i.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE REV.No DESCRIPTION DATE DRAWN BY: M.P i OLD 17-102 7/1/2020 DATE: 07/1/2020 3 DRAWING No 4 20-159 5 SHEET 6 21 of 2$ POURED CONCRETE REQUIRED CONCRETE ANCHORS SEE SCHEDULE ON 1/4"O-2ox3/4" S.S. SHEET 26) - MACHINE SCREWS USING 1/4"-20 NUTS ® 6" O.C. OPTIONAL EQ 1" Min. I 3 I I 1 I - I - E MIN. SEPARATION I TO GLASS I I 2 (SEE SCHEDULE ON l I I t SHEET 25) EXISTING I II i 1 j GLASS IEE ® HD WALL HEADER INSTALLATION POURED CONCRETE ANCHORS CONCRETE - (SEE SCHEDULE ON SHEET 26) REQUIRED EDGE OF IF I 1 I I SAR MINTO �iAss ON I m i i r i I 2 SLAB E. D.• APPLICABLE I MIN. SEPARATION I I I I_ O I TO GLASS '� (SEE SCHEDULE ON I j SHEET 25) j j (SEE SCHEDULE ON - O SHEET 25) 1 I - I EXISTING fEe i i 9 a i i GLASS I I 1 I I I I 15 EXISTING III + II II I II I I N GLASS I I I I $ I I I EDGE OF EXISTING SLAB IF EDGE OF GLASS I I APPLICABLE SLAB IF 1 i APPLICABLE I MIN. SEPARATION i j I � I f, TO GLASS I I (SEE SCHEDULE ON I 1 I , I SHEET 25) c. POURED E. D.* I i POURED CONCRETE ~ FLAT HEAD CONCRETE ANCHORS CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SHEET 26) (SEE SCHEDULE ON SHEET 26) ® HD CEILING INSTALLATION ® HD TRENCH INSTALLATION ® HD WALK —OVER INSTALLATION EXISTING____� MIN. SEPARATION I Ir I II II MIN. SEPARATION— GLASS MIN. SEPARATI ONTO GLASS I (SEE SCHEDULE ON -I I T I I 2� I -(SEE SCHEDULE ON SHEET 25) I i I i I I 1 l o TO GLASS -j(SEE SCHEDULE ON I I I SHEET 25) I; I EXISTING I I r 1 SHEET 25 I I I I I 2 GLASS i i I. i EXISTING, GLASS i I I I f i i ALTERNATE I I I I - OPTIONAL f I I I M 1 OPTIONALI 11 1 f #14x3/4" HEX ANCHOR LOCATION Ii i 14x3/4" HEX WASHER WASHER HEAD HEAD TEK SCREWS 0 w TEK SCREWS 6" O.C. w r -� IH a �' rJ ® 6" O.C. 2 - CONCRETE ANCHORS 7r - j © + 7 (SEE SCHEDULE ON SHEET 26) �f 14x3/4" IIEX HEAD-ri LE TEK SCREWS 0 3" O.C. I I r i11 I _ _ EQ ., l .' OR 1 /4"0-20 i S.S. M.S. W NUT 3" O.C. / � - CONCRETE ANCHORS (SEE SCHEDULE ON n EDGE OF SLAB IF APPLICABLE t EQ EQ /2" 1 SDGE OF LAB IF Z71--- Min. 1/4"0-20x3/4" S.S. i SHEET 26) a APPLICABLE PHILLIPS TRUSS HEAD ------ ------ POURED CONCRETE ANCHORS MACHINE SCREWS USING 1/4"-20 I I I I I EDGE OF CONCRETE REQUIRED E. D. * E./D* POURED CONCRETE (SEE SCHEDULE ON NUTS ®6" O.C. �,/ SLAB WALL REQ'D. SHEET 26) f E ,* APPLICABLE © HD FLOOR INSTALLATION E EE HD WALL SILL INSTALLATION POURED CONCRETE REQUIRED NOTE FOR COMBINATION of SECTIONS: FO HD RAINGUARD INSTALLATION INSTALLATION DETAILS W Q HV BLADE 1- SEE SHEET 21 FOR TYPICAL SHUTTER SCALE: 3/8"=1 " ASSEMBLY * E. D. = EDGE DISTANCE 2- MOUNTING SECTIONS INED (SEE SPECIFICATIONS ON SHEET 26) IN ANY WAY TOSUIT ANY INSTALLATION. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 2020 TILTECO, INC. © 2020 EASTERN METAL SUPPLY, INC. ``��•�`P�'� .. <<ij%,, BERTHA HVTM •• •��c �sF ••.;%� A.S.S.A Accordion Shutter System I L E C O ll M C ..V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE # No. 4 16 American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M.P * TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 Association, Inc. 1 OLD 17-102 7/1/2020 DATE: 07/1/2020 ' STATE 4268 West Roads Drive Z •.• �F Phone (305)871-1530 Fax (305)871-1531 2 DRAWING No ��• /C' `� e-mail: tilteco®aol.com West Palm Beach, FL 33407 3 ,�� . •.• �QR QP .•'•� `�� CA-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 a 20- 1 59 �/ Ss� • • ... . • • • • WALTER A. TILLIT Jr. P.E. 5 U SHEET ii��` NA FLORIDA FLORIDA Lic. # 44167 6 22 OF 28 I SEE END WALL CONNECTION DETAILS ON SHEET 24 OUT I � EXISTING GLASS I 90 N 2"x2"x1/8"xO'-2" (6063—T6 ALLOY) ALUM. ANGLE W/ (2) 1/4"0 TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM) & (4) #14x1/2" S.M.S. TO TUBE EACH ANGLE. (TYP) i 5 N * SEE NOTES ON LOCKING RODS 3� & HDI�) LOCKS ON SHEET 21 EXISTING GLASS — — — — — — — — — — — I 1/2, #14 x 3/4" S.M.S. 0 12" MIN. SEPARATION (4) H.V. (OPTIONAL) O.C. TO GLASS (SEE SCHEDULE PINS (TYP.) ON SHEET 25) ! 11 4 5/�� OOR®OR© +TOR I O + 0 OR + lO I I O 2_ 1/2 O HVA—HDA { y ] oR OR ©+ T OR� — — — — — — � EXISTING GLASS MIN. SEPARATION TO GLASS Ll �(SEE SCHEDULE ON SHEET 25) f ' I VARIES 6 1/2" MAX. SLACK HVD—HDD Tw l�lnw%i�� Q' • �1G E a • No.44 672*� �•. STATE F ' Z s/ONA • Et0Su CONCRETE ANCHORS ® E 16" O.C. m N (4) H.V. _ 6 1/2" PINS (TYP. 31 OR 32 33 31 OR 32 31 OR 32 * �4 3 5 (OPTIONAL) HVB—HDB OUT SYMMETRICAL HD CENTERMATES W,Z 4 LOCK EXTERIOR POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED © 2020 TILTECO, INC. IL ECO INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 HVE—HDE INSTALLATION n HV BLADE SEE END WALL CONNECTION DETAILS ON SHEET 24 \ZLJ* (OPTIONAL) 4 )ORU 35' * /+ (OPTIONAL) HVC—HDC SYMMETRICAL HD CENTERMATES W/ LOCK (INTERIOR) OR ® OR © + O OR �� 13+ (Z FLORIDA BUILDING CODE (High Velocity Hurricane Zone) © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 Accordion Shutter System N. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE #`' REV.No DESCRIPTION DATE IDRAWN BY: M.P 1 OLD 17-102 :17/1/2020 DATE: 07/1/2020 2 DRAWING No 20-159 3 4 5 SHEET 23 OF 28 6 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED UUNUNtIt ANUHUK EXISTING GLASS ® 16" O.C. .1 4"2MIN. EOMIN. SEPARATION 1/16"x3" MAX. — TO GLASS (6063-T6) CONT. (SEE SCHEDULE ALUM. CLOSER (LOCATE AT 6 ON SHEET 25) PLATE. (LOCATE 1/ EITHER SIDE t AT EITHER SIDE M OF 0) OF ®) 1/2" MIN. #14x1/2" S.M.S __ #14x1/2" S.M.:.. 16" O.C. ® 16" O.C. (4 C� 2` O OR ® OR © + O OR 10 + 0OR18+15 END CONNECTION DETAIL SEE DETAIL X FOR SIDE CONNECTION 1 r - POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION !� TO GLASS (SEE SCHEDULE / ON SHEET 25) r I CI SEE DETAIL X FOR-/ SIDE CONNECTION TO TRACKS j POURED CONCRETE POURED CONCRETE OR CONCRETE OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED EXISTING GLASS 2" MIN EXISTING GLASS MIOARATION I MI�ARATION TO GLASS i TO GLASS (SEE SCHEDULE (SEE SCHEDULE ON SHEET, 25) 1/2" /, ON SHEET 25) ♦ USE 1 " OR 2" MAX. I 9 - - — (AS APPLICABLE)x2"x 1 /8"x0'-2" ALUMINUM CLIP ANGLE (6063-T6 ALLOY) AT MIDHEIGHT (1) #14x1/2" S.M.S. TO®& (2)1/4"0 TAPCONS ANCHORS TO O WALL AT 1" O.C. (LOCATE AT EITHER SIDE OF®) SEE DETAIL X FOR rA ONNECTION TO TRACKS O ' O O O ©+OOR®OR1 g + 1 5 OR SIDE TO TRACKS ©+OOR®OR®+ 1 5 OR t16+ 7OR 8OR18+15OR +15 10+15 10+15 END CONNECTION DETAIL END CONNECTION DETAIL � END CONNECTION DETAIL ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR POURED CONCRETE OR - 4 CONCRETE BLOCK WALL CONCRETE BLOCK WALL 4 REQUIRED f REQUIRED 171 — — — — — EXISTING GLASS / — — — — — — — EXISTING -�-----_____ GLASS i f Y �� =r( O #14 11/2" S.M.S MIN. SEPARATION y O.C. - G OR OR TO GLASS (SEE SCHEDULE % MIN. SEPARATION CONCRETE 1/2" MIN. ON SHEET 25) 42 ----/- ---- TO GLASS ANCHOR ® -- • (SEE SCHEDULE 12" O.C. ---- CONCRETE ANCHOR `.. ON SHEET 25) EO I O.C. 1 ---_ MIN. L-- _ _ 1 2"_MIN.OR OR S - - - - EQ VIEW Y 2" MIN. 2" MIN. f PLAN 5; Ir2.r•. DETAIL X 2 END INSTALLATION - ` (A)END ®OR 6 + OR O°R OR ©+ 0°R 2 HV BLADE INTO CONCRETE OR 0 + 15 OR + 1 5 1 ° + ODR Co + 1 5 CONCRETE BLOCK WALL_ END CONNECTION DETAIL 50 END CONNECTION DETAIL 60 FLORIDA BUILDING CODE (High Velocity Hurricane zone) '�ki IIf ffl fifi� 2020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. Qc , BERTHA HVTM �? E sF •'�'''' ! L E O I!� c . ■ A ■ Accordion Shutter System .V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H,V. BLADE #2 NO. 44 6 American Shutter Systems REV.No DESCRIPTION DATE IDRAWN BY: M.P * : TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 17-102 7/1/2020 DATE: 07/1/2020 STATE 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 4268 West Roads Drive 2 F� Phone (305)871-1530 Fax (305)871-1531 DRAWING No ,G` a -moil: tilteco®aol.com West Palm Beach, FL 33407 3 5' ' � 0 R I i P .'••� �� CA-0006719 Phone: (800)432-2204 Fax: (561)209-8380 4 20-159 i ■ sci ' • • .... • WALTER A. TILLIT Jr. P.E 1 SHEET ONAL •N` �� SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 8 24 OF28 ,�� 11 MAXIMUM SHUTTER SPAN "L+" OR "L—" (ft.) * INSTALLATIONS W/ SYMMETRICAL HD CENTERMATES 31 OR @, LOCK & NO W/ ONE HD 9DS LOCKING 3 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s 0 (+ OR -) POURED CONCRETE INSTALLATIONS ALL MOUNTING CONDITIONS L + (ft) L - (ft) 0 OR LESS 15'-5" 18'-0" 35 14'-10" 18'-0" 40 14'-4" 17'-10" 45 13'-11" 17'-6" 50 13'-6" 17'-0" 55 13'-3" 16'-10" 60 12'-11" 16'-2 65 12'-8" 15'-6" 70 12'-6" 14'-1 1 " 75 12'-3" 14'-5" 80 12'-0" 14'-0" 85 1 1 '-10" 13'-7" 90 11'-6" 13'-2" 95 11 '-3" 12'-10" 100 10'-6" 12'-6" 105 10'-0" 12'-2" 110 115 9'-6" 11'-11" 11'-8" 11'-5" 9'-1" 120 8'-9" 125 - 1 1'-2" 130 - 10'-11" 135 - 10'-9" 140 - 10'-6" 145 - 10'-4" 150 - 10'-2" 155 - 10'-0" 160 - 9'-10" 165 - 9'-9" 170 - 9'-7" 175 - 9'-5" 180 - 9'-4" 185 - 9'-2" 190 - 9'-0" 195 L - 8'-9" K H = No.44 STATE C 0, F�0RI0 '*'4�is`S/6NAI. F I '•�� N 0.8N�SEAL/SIGNATURE/DATE * NOTES: (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 OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L+" AND "L-" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: L1-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL TO THE MINIMUM BETWEEN "L1+", "L2+", "L1-" AND "L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND MAXIMUM A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 2 HV BLADE © 2020 TILTECO, INC. 11LIECOINC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331r: Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco®ool.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 SEPARATION TO GLASS RE UIREM NTH MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3". INSTALLATION LEGEND SUBSTRATE POURED CONCRETE MOUNTINGS (SHEET 22) WALL MOUNTING AA & EE FLOOR/CEILING BB, CC, DD, MOUNTING FF & GG FLORIDA BUILDING CODE :`High Velocity Hurricane Zone A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System 0. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE REV.No DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-102 7/1/2020 DATE: 07/1/2020 2 DRAWING No 3 4 20-159 s SHEET 6 25 OF 28 ANCHORS SPACING LEGEND MAXIMUM ANCHOR* SPACING in. SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN MAXIMUM A.S.D. DESIGN PRESSURE 1/4"o TAPCON 5-16"o TAPCON XL RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIQNSS POURED CONCRETE ALL MOUNTINGS AA THRU GG (SHEET 22) MAXIMUM SPAN USE MAXIMUM VALUES BETWEEN POSITVE AND NEGATIVE A.S.D. DESIGN LOADS (ft) 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 8'-91, 8" 4 1 /2" 3 1 /2" — OR LESS 12" 8„ 6„ 4„ 3 3/4„ UP TO _ 10" 6" 4" 4" — >12'-1" 4„ 3 1/2" — — UP TO - 18'-0" 7 1 /2" 5 1 /2" 4" — — ``P��fj�lll)li `ems •••\,.\UC1 a N o• 44 -fl STATE %�o'�F • F�0RIT 0NAL } NOTE: t VALID ONLY FOR UP TO 10'-0" SPAN *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE SUBSTRATE (A) ANCHORS TO WALL SHALL BE AS FOLLOWS: A.1) TO EXISTING POURED CONCRETE: (Min. f'c = 3192 psi) - 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4". A.2) TO EXISTING POURED CONCRETE: (Min. Vc = 2899 psi) - 5/16"0 TAPCON XL ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/16" TAPCON XL ANCHORS IS 2 1/4". A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3" EDGE DISTANCE FOR 1/4"0 TAPCON AND 3 5/8" EDGE DISTANCE FOR 5/16"0 TAPCON XL. 2 HV BLADE ONLY FLORIDA BUILDING CODE (High Velocity Hurricane Zone © 2020 TILTECO, INC. sF••��11LIECO.... A.S.S.A. �� American Shutter Systems // TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 4268 West Roads Drive Phone : (305)871-1530 . Fax : (305)871-1531 • e—mail: tilteco®ool.com West Palm Beach, FL 33407 •,•'CV �: CA-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 WALTER A. TILLIT Jr. P.E. \C _ _,.'SFAI /SIGNATIIRF/nATF FLORIDA Lic. # 44167 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System ..N. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE � REV.No DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-102 G7/1/2020 DATE: 07/1/2020 3 DRAWING No 4 20-159 s 1 SHEET 6 1 26 OF 28 KNUC (n'P) 2 7/8" MIN. CLEAR SEPARATION BETWEEN BLADE OPENINGS I 12" MIN. CLEARANCE 1 TO BLADE TOI� EDGE L/ \I 1 l �EQ — —EQ— FLAT PORTION OF BLADE I I / I/ I �I� /I I I I I --------------------------- .1875" 0625" EXTERIOR 1 A SECTION X—X HV WINDOW BLADE SCALE: 1 " = 1 " I 44 I HV WINDOW � I \I 0625" .1875" (TERIC ' I I ± 5 3/4" ON CENTERS i i I ± 2 1/4" CLEAR BETWEEN TABS .0625" - :0625" � � I V I I 12" MIN. CLEARAIIICE TO BLADE BOTTQM EDGE I Fil I SCALE SECTION Y— I SCALE: I" = I" 3/8"=1" - .7500" - EXTERIOR ELEVATION SCALE: 1 " = 1 " 0625" ' 0625" POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV —STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE 'IF"' ON SHEET 28). POLYCARBONATE SOURCES FOR 44 APPLICABLE RESULT TYPICAL PROPERTIES STANDARD BAYER SABIC INNOVATIVE REFERENCE MATERIAL / SCIENCE PLASTIC LLC.MAKROLON 3103 LExAN 103 RESIN PHYSICAL: SPECIFIC GRAVITY MECHANICAL ASTM D792 0.043 lb/in' 0.043 lb/in' TENSILE YIELD STRENGTH ASTM D638 9,400 p.s.i. 9,500 p.s.i. FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 p.s.i. 13,400 p.s.i. FLEXURAL MODULUS ASTM D790 340,000 p.s.i. 345,000 p.s.i. IMPACT: NOTCHED IZOD ASTM D256 18 FT—lb/in 17 FT—lb/in FIRE BURNING CHARACTERISTICS: ASTM D2843 47.2 % 64.5 % MAX SMOKE DENSITY RATE OF BURNING ASTM D635 C-1 CLASS C=1 CLASS SELF IGNITION ASTM D1929 1040 •F 980 'F WEATHERING: ASTM G155 TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 p.s.i. 8840 p.s.i. TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p.s.i. 8880 p.s.i. TYPICAL HV WINDOW BLADE L1& AND POLYCARBONATE HV WINDOW DETAIL ; No. 441 7 4 * -n • STATE 0 %4aaly _ i •'�� `S/ONAL G � SEAL/SIGNATURE/DATE /h.. a\� 02020 TILTECO, INC. /71 L 1EC©T. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco®aol.com CA-0006719 Phon WALTER A. TILLIT Jr. P.E. FLORIDA Uc. # 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 e: (800)432-2204 . Fax: (561)209-8380 Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE REV.No DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-102 7/1/2020 DATE: 07/1/2020 2 DRAWING No 20-159 3 4 6 SHEET 27 OF 28 6 1 1 ► :: „Icl•► :►� •►ail•► • •: = :�L: MAX. 5 V ALLOWED WINDOW SEE END CONNECT DETAILS SHEET 1 FULL HE! I�Zh.A_;:� ELEVATION MIN. SEPARATION TO GLASS — — — — — EXISTING GLASS — — — — — — — — — — — SEE SCHEDULE ON SHEET A FOR BLADE 01 � � — � � AND ON SHEEP 28 FOR BLADES O & 1�A ----------;------ �—--------------- 4 5 TYP.— / 16OR 21 (� 4 g �O TYP. SYMMETRICAL CENTERMATES 21 Q / - - Ioumoc ONLY W/ 24 OR ®5 AND — % ) (SEE NOTE 4 ABOVE) PLAN N FLORIDA TYPICAL (� HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (11 SHUTTER* N.T.S. No. 4416 ` 'O STATE l OF ��'•' F�ORIDP � •'��c��. 091E. SEAL/SIGNATURE/DATE NAL E (g) 2020 TILTECO, INC. Z�TLIECOINC, 16 \ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tiltecocool.com CA-0006719 WALTER A. TILLTT Jr. P.E. FLORIDA Uc. # 44167 2. MAX. SHUTTER SPAN: 96". 3. ALLOWED MOUNTINGS: A, D. G & H ON SHEETS 6, 7; AS WELL AS MOUNTINGS M, O, T, U & W®®ON SHEETS 188 & 19. 4© ARLRA CENTERMATES ED INMATSYM 1ETRICALBORH OPPOSING LAYOUT NOR 0 ARE �CASEEOFW OPPOSING LAYOUT, 5 MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CENTERMAA 5. (A) HV WINDOW BLADE @ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3"0 HOLES) FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 27. (B) MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1A OF ANY 3"0 HOLE FOR ® SHALL BE 12". (C) FIRST OR T BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1 (D) HV WINDOW BLADE Q) MUST BE USED ALTERNATE TO A SOLID HV BLADEO THROUGHOUT SHUTTER'S WIDTH. (E) CENTERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADEOAT EITHER SIDE OF THEM. (F) POLYCARBONATE HV WINDOW 4 SHALL BE INSTALLED SO TH T TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINDOW 44 MUST BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA, INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 16, AS LIMITED BY SPAN AND A.S.D. DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 13 & 14 AS LIMITED BY SPAN AND A.S.D. DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). B. MINIMUM SEPARATION TO GLASS SCHEDULE: SHUTTER SPAN MINIMUM SEPARATION TO GLASS 96" Max. 5" BUILDING CODE (High Velocity Hurricane Zone 02020 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 o m ni 1 im% n r TM Accordion Shutter System f.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE REV.No DESCRIPTION DATE DRAWN BY. M.P 1 OLD 17-102 7/1/2020 DATE: 07/1/2020 3 DRAWING No 4 20-159 5 SHEET 6 28 OF 28 REQUIRED MINIMUM 6"x 1 1/2"x 0.035" THICK Min. ASTM A-653 GRADE 40 Min. G-60 GALV. STEEL CY Li METAL STUDS AT 16" O.C. I REQUIRED MINIMUM 1 3/4"x 6 1/4"x 0.035" THICK Min.1 CONT. GALV. STEEL TRACK CHANNEL, ASTM A-653 GRADE 40 Min. G-60 I GALVANIZED FASTENED TO STUDS W/ (2) #6x1/2" TEK SCREWS ON I INTERIOR & EXTERIOR FACE x.;,. 43b --------- ® 6" O.C. 1 43a o ,n DC ® 6" D.C. i" O.C. EXISTING FINISH AS APPLICABLE EXISTING GLASS —I MIN. SEPARATION TO GLASS (SEE SCHEDULE) 1 1 EXISTING FINISH AS APPLICABLE REQUIRED MINIMUM I 1 3/4"x 6 1/4"x 0.035" THICK Min.j CONT. GALV. STEEL TRACK CHANNEL, I 43c 43a ASTM A-653 GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS 1 ® 6" O.C. ® 6" O.C. W/ (2) #60/2" TEK SCREWS ON INTERIOR & EXTERIOR FACE I l Min. I REQUIRED MINIMUM 6"x 1 1/2"x 0.035" THICK Min. ASTM A-653 GRADE 40 Min. G-60 GALV. STEEL METAL STUDS AT,, 16" O.C. INSTALLATIONS W/ J� HV BLADE & HV CENTERMATES INTO METAL STUD WALLS * 41 475' 3 i * GENERAL LIMITATION AND CONDITIONS OF USE FOR BERTHA 1 HV BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL STUD WALLS 1. MAX. A.S.D.DESIGN PRESSURE RATING: +75, - 75 p.s.f. 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY WITH 21 TERMATED21N A/ S 4 HV LOCK ARE ALLOWED METRICAL LAYOUT. USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT EXTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. ** BLADE SLACK DETAIL HVF IS VALID FOR CENTERMATE (B APPLICATION WITH BLADE 10 -R-------- l 436 v VARIES @ 6" O.C. 2i'...MaX' WALL HEADER SILL INSTALLATION nI KA7UNM X° ---- --__ 12 `� =3 1 /4" (TYP•)- (Cont.) �� HVA 6 1 /2" (Typ.) C -7" HVB A.. �• •�10E F = No. 44 = STATE F40 o F 14,ONAL N� �� SEAL/SIGNATURE/DATE 111111111140 �111i HVC © 2020 TILTECO, INC. 11LIECO.P, .Z �� -1 2.000" Max. r- �0 ((+j} .083" 3a 14"0 NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 4 4" EXISTING FINISH AS APPLICABLE (TYP. TOP & BOTTOM) —1— 6 1 /2" MAX. SLACK BLADE SLACK DETAIL HVF TILLIT TESTING & ENGINEERING COMPANY 5355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 N_ 3.000" _. Max. �m 43c LENGTH + 1 " 43 1 Z4"0-20W BOLT MUST PENETRATE 43c 1" 1.373" .a + .250" I— .050" s LO Mto — �� 1/4"0-20 THREADS 43c 1 /4"0 ELCO CONSTRUCTION PRODUCTS FAB—LOK HD COMPONENTS SCALE: 3/8"= 1" 1 3/4"x 6 1 /4"x 0.035" THICK Min. XONT. GALV. STEEL TRACK CHANNEL, 1 ASTM A-653 GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS W/ (2) #6x1/2" TEK SCREWS ON INTERIOR & EXTERIOR FACE . HV HEADER/SIL ENDS = VIEW Y SIDE CONNECTION TO TRACK FLORIDA BUILDING CODE (High Velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM A.S.S.A. Accordion Shutter System .V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE American Shutter Systems REV.Na DESCRIPTION DATE DRAWN BY: M.P Association, Inc. 1 OLD 17-102 07/1/2020 DATE: 07/1/2020 4268 West Roads Drive 2 West Palm Beach, FL 33407 3 DRAWING No Phone: (800)432-2204 . Fax: (561)209-8380 4 20-159 5 SHEET 6 28AOF 28