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HomeMy WebLinkAboutProduct Approval; Accordion Shutters1/6/2021 Florida Building Code Online -go ow BCIS Home Log In User Registration Hot Topics �la� iti3 48%E3 Product A p �" , US@R: Public prrr,Val IN i Submit surcha e s -//�-tom y , 7r yF,F r9 Stats & FScts Publications Contact Us BCIS Site Map Links Search Product AntXnva� t7nn > ads ur �Ileatlon Search > Apallcati0n IJsf > A REVIEWED — PPliwtlon Detail Q� r" FL # FL389-R10 �® n ��. Application Type ®®E Ci) Pp AMC cQ 3�, Code Version Revision Application Status 2020 `,+To LUCj Cod IYTY Approved S®C Comments Archived Product Manufacturer Address/Phone/Email American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@eastemmetal.com Technical Representative �'1®�� Address/Phone/Email Lam, Quality Assurance Representative Address/Phone/Email Category Subcategory Shutters 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.. TYIIit, Jr. P.E. Evaluation Report Florida License Quality Assurance Entity PE-44167 Quality Assurance Contract Expiration Date National Accreditation and Management Institute Validated By 12/31/2021 John Henry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence FL399 Rh 0 Cqd COi ,-5 Sl-- A —J)df 2=aEil RYO l rrn ncc, ral AOEJ FL3139 R12COY COI ASSA RLADt 3 pdf Referenced Standard and Year (of Standard) Standard ASTM E-1886 Y&W ASTM E-1996 2012 ASTM E-330 2012 TAS 201, 202, 203 2002 1994 Equivalence of Product Standards Certified By Sections from the Code WwW.floridabuilding.org/pr/prl._appjd 'asPx?Param=WGEVXQWtDqvYYHH2vJVX53MWsxdCOtOXPGxaL8B7Zzg%3d 1/3 1/6/2021 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/15/2020 11/06/2020 11/06/2020 12/15/2020 FL # Model, Number or Name 389.1 —_ ._,— -- Bertha HV Accordion Shutter - Blade 3 - (Non-HVHZ) - Drwg 20-165 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design pressure: N/A Other: Large Missile Level "D".Max span is 12'-3" for 40 psf positive ASD load and 1310" for 35 psf negative ASD load the HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 blade w/o window blade and 8'-11" for 62 psf, 9'-11" for 55 psf HV3 blade w/window blade working In unlson-Max.span for HV3 blade w/o window blade for installations Into Metal Stud walls Is 79" for max. ASD pressure rating of +72,-72 and 84" for +64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter -Blade Only- (Nan-HVHZ)- Drwg 20-164 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f negative ASD load depending on centermates and locking rod configuration for the HV1 blade, 8'-0" for +64, -72 p•s.f. A.S,D. load for HV blade for Keystone mountings 7-0" p.s.E for metals stud mountings and 8'-0" for 110 p,s.f. for HV1A working In unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV�AdCOMBO- ( Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A ur. BBlade I aend IW-0" for Blade 2. See e schedules on sheet sheet 120 25 and 28 respectively Descriptlon Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Installation Instructions FL389 R10 I DRl"/I �G S A BLADEa pdf Venfied By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R10 AE p�D ecSq 13I grrtra Of Created by Independent Third Party: Yes Extruded aluminum Interlocking blades and bottom) for storm protection Installation Instructions E89 R70 II DRWi !r neSA 8i D_E RAf Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports F1 89 R10 A@ pEn nccn o Created by Independent Third Party: Yes Extruded aluminum Interlocking I and bottom) for storm protection Installation Instructions EL3R9 Rio It DR%nr ec DEl 7 pdf Verified By; Amerigh Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports El.s$9 Rf 0 AC PER ASSA SI AmE1 pdf Created by Independent Third Party: Yes (top Contact lc ;; afiaLRlalr Stone Road Tallahassr o "l 32399 Phan"; 85�-487 t82d The State of Florida Is an AA/EEO employer. Co aht 2ne7- -P�I_ Zel3 SUte o/ Florida ;; riv 5 en ;; Ae�sslbhlty 5latemr-• •• Under Florida law, email addresses are public retxuds. If Refund` statn�, , mail to this entity. Instead, contact tho ofru a by Phone or by traditional not want Your you have address released in response to a public- cords re u Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. Theamails Provided may be used for official communication with the licensee. However email addresses are public record. If you d e contact o t wlre tossu *pursuant IreCott Personal addredo at sendss, ect on c r provide the Department with an emall address which can be made available to the public. To determine If you are a licensee under Chapter 455, rsoF.Splease ss, �, PPY p Product Approval Accepts: EN go ® fCf"G 0 Credit, Card Safe 0 wwwfioridabuilding-org/car/car app dil.aspx?param=wGEVXQwtpgvYYHH2vJvx53MwsXdCOIOXPGxaL8B7ZZ9%3d 2/3 GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN. VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH. THE 2020 (7th EDTTION)OF THE FLORIDA BUILDING CODE. THIS ACCORDION .SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D., AS TESTED. WERE NOT OVER STRESSED, A 33 % INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS ME USED 1N THEIR ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS 1N WOOD. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1&M.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: —HV BLADE (D #0214.01-03, #0715.01-03, #1004.01-05, #1214.01=05, #0317.02-06, #0609.01-10 AND #0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS (MISSILE LEVEL D, WIND ZONES 1, 2 & 3) & #1220.01-10 AS PER TAS 201. 203 & 203 PROTOCOLS LARGE MISSILE. —HV WINDOW BLADE ® #0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D. WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND! # 0725.01-88 AS PER TAS 202 PROTOCOL. 2. HV BLADE (i AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL; LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14x2.75" AND #140.75" 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. TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2: W BLADE 0D AND W iNINDOW BLADE 64 (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A—F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G—M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON .SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063—T6 ALLOY IS 30.0 ksi AND' 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005—T5 ALLOY. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 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 ksT MIN. TENSILE STRENGTH. ANCHOR SCHEDULE— CONCRETE &BLOCK SHEET 12ANCHOR SCHEDULE— CONCRETE & BLOCK SHEET 13 AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE— CONCRETE & BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE— WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE t� : 12,13,14,15 AND 20 HV BLADE 1D & ® WORKING IN UNISON: 12, 13 & 15 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 SYSTEMS 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. INSTALLATION DETAILS M—R, WOOD SHEET 16 INSTALLATION DETAILS S—X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 TYPICAL SHUTTER ELEVATION - SHEET 19 AREA 4: W WINDOW BLADE M ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon i`i�l ®2020 TILTECO. INC. © 2020 EASTERN METAL SUPPLY, INC. ,•��` H...%'��,, - �Ei�TF1A HVTM _.��''�?�•'��cEni��•:'�'' Accordion Shutter System L E � O � N � . A.S.S.A. Flv e�aoE #, w/ oR W O H.v v�r�aw �AOE No. 44137 '• "_ American Shutter -Systems / _ TILLIT TESTING & ENGINEERING COMPANY y! Y REV. N DESCRIPTION DATE . DRAWN.BY: . M.P 6355 N.W. 36th.'St.. Ste, 305. VIRGINIA GARDENS, FLORIDA 3316 Association, Inc. 1 OLD 17-107 _/2/2020 DATE: 7/2/2020 �'fl'•. STATE F Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive z DRAWING No e—mail: tiltecovool.com West Palm Beach, FL 33407 3 C p R l ` CA-0006719 �i WALTER A. TILLIT Jr. P.E. 4 20-164 F •'''•...., EAL/SIGNATURE/DATE• FLORIDA uc..# 44167 5 SHEET ef, 1 OF 20 COVER UNDER US PAT # 5458179 1A W BLADE* *SEE LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063—T6 ALLOY AND TEMPER "-'HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE 10 6063—T6 ALLOY AND TEMPER 1.917" 11 , HV CEILING HEADER QOXLIFIED FOR USE W/ HV BLADE 1O ONLY, SEE SECTIONS FOR VALIDITY. 6063—T6 ALLOY AND TEMPER MN X MIN. Y MR t I- 1 1" 0.062` 16 SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE 0 6063—T6 ALLOY AND TEMPER gs�sa fNG 0 0.454" 4.385" 4.999" 3O_HV_UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE 1O 6005—T5 ALLOY AND TEMPER 3.226' 1.500" hr 0v85" (TYe in •) M 4.897" (7)HV ADJ. ADAPTER WAIP QUALIFIED FOR USE W/-HV BLADE 10 6063=76 ALLOY AND TEMPER a a 1® HV HEADER/SILL- QUALIFIED FOR USE W/ HV BLADE 1@ONLY 6063—T6 ALLOY AND TEMPER ALUMINUM ANGLES_ QUALIFIED FOR USE W/ HV BLADE 1Q ONLY. 6063-T6 ALLOY AND TEMPER mt�tiiillliif �� ENi 0 No. 441 ' 7 �•.. STATE Q FLORID S�ONK 0 OE QUALIFIED FOR USE W/ H' BLADE Q 60637T6 ALLOY AND TEMPER ( }) QUALI HV BLADE 6063—T6 ALLOY AND TEMPER 13 HD CEILING HEADER f S .QUALIFIED FOR USE W/ HV BLADE 0 SEE SECTIONS FOR VALIDITY. 6063—T6 ALLOY AND TEMPER COMPONENT A e T1 T2 17 I 2" r I ` 5" MAX. I5" 1 /8" 1 /8" 18 2" MAX. 0.192" 0.192" 19 2.5" 7" 'MAX. 0.190" 0.190" ® 2" 5" MAX. 0.139" 0.131" @2020 TILTECO, INC. Z7LIECOINC. 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®eol.com .\ CA-0006719 \\ WALTER A. TILUT Jr. P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 1.491 " 1.200" N O ' a Z a sr, O HV 9X/180' STARTER QUALIFIED FOR USE W/ HV BLADE 1Q 6063—T6 ALLOY AND TEMPER .9i *-HV TRENCH TRACK QUALIFIED FOR USE W/ HV 'BLADE 10 ONLY. 6063—T6 ALLOY AND TEMPER 1.935" 14 D HEA E S QUALIFIED FO V BLADE 10 ONLY. 6063—T6 ALLOY AND TEMPER X Y I t 2" 2" 0.125" 3" 3" 0.090" ©0 CORNER POSTS QUALIFIED FOR USE W/ HV BLADE Q1 6063—T6 ALLOY AND TEMPER 1: HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE N 6063—T6 ALLOY A D TEMPER BUILDING CODE (Non High Velocity, Hurricane Zon A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 © 2020 EASTERN METAL SUPPLY, INC. ® it W1 A "Aw► f7 V TM Accordion Shutter System H.V. BADE #1 W/ OR W/0 H.V. WINDOW BLADE REV. Nof DESCRIPTION DATE DRAWN BY. M.P 1 OLD 17-107 /2/2020 DATE: 7/2/2020 2 DRAWING No 3 4 20-164 _ 5 SHEET 6 1 2 OF 20 ,745" O u \ mo 1.325" N CDOrOry . 4` 0.2% , 0.4 2 V C RMATE QUALIFIED FOR USE W/ HV BLADE 0 & 1 A ONLY � (`l V FLOATING CENTERMATE 6063-T6 ALLOY AND TEMPER QUA IED FOR USE W/ HV BLADE11 ONLY 6063-T6 ALLOY AND TEMPER O + Y 1.000'� 7- 7_7W 2.750' m PLAN °I FRONT ELEVATION 27 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADEQONLY 6063-T6 ALLOY AND TEMPER 31 HD CENTERMATE W NO QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER 0-20 SS. OR 3/8'0-16 M3 23 V 60"RNEW CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER / IE CAST FLAT HEAD THREADED HOUSING ENAMELS.1/4'-20- BAKED PAINTED (2 TYS. (z TYP.) THREADED g - 400 a h N7 M co Cn .875" - .318"' BRASS CYLINDER iV - :O1 & KEYS (CHROME m PLATED) ®HY LOCK 875" QUALIFIED FOR USE W/ HV BLADE 10 & ® ONLY. 0. HV MALE "T"_ LOCK CENTERMATE 4.5s6- QUALIFIED FOR USE W/ HV BLADE 1 ONLY (0 HV FEMALE "T" LOCK CENTERMATE 6063-TB ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE MONLY 6063-T6 ALLOY AND TEMPER' CKING ROD. ® HD CENTERMATE W v 0 & A QUALIFIED FOR USE W/ HV BLADE 1 & 6063-T6 ALLOY AND TEMPER 157 O LOCKING ROD 0 QUAUFfW,, FOR USE W/ HV DE Q 606 ALLOY EMPER 0 i5 INSTALLATION WILL REQUIRE A 7/16" HOLE Dl;ILLED AT TRACKS FOR PROPER EMBEDMENT 1.130" N M 375"0 © HV 3/8"0-16 ACETAL THUMBSCREWS .QUALIFIED FOR USE W/ HV BLADE a � • • No. '44 67 ='a'• STATE F '1ZORI P ��111111111111 �%� SEAL/SIGNATURE/DATE 3.161 ®3 HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV BLADE D& 1A 6063-T6 ALLOY AND TEMPER t1/2" _ 1 /4"0 3 HV 1 f 4" 0-20 AISI 304 SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 0 @2020 TILTECO, INC. IILIECO.Nc. 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: tiiteco®aol.com CA-0006719 WALTER A. TILLTT Jr. P.E. FLORIDA Lic. # 44167 -2 " c n u� 0 umi C4 z -10 m .822" ® HV "T" LOCK QUALIFIED FOR USE W/HV BLADE D ONLY. PLASTIC 4"9-20 x 3/; DIE CAST HOUSING ENAMEL BAKED PAINTED GR KNOB. BRASS CYLINDER (CHROME PLATED) HV EGRESS LO k6W1 W/ HV BLADE 1 & 6AA ONLY. 518" .518" _ i N n 360" AFTER RIVETING BEFORE RIVETING 1 /4"111-20 RIVNUT* *SERIES gMeALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL ® HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE 10 ONLY. 1 `\J 1• 1. 545" a in G • N Gn0 0 804" C C CYLINDER OR KEY CYLINDER 0.875" Min. 1 .125' Max. THUMBTURN CYLINDER OR KEY CYLINDER (4 HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE O & G FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM AAccordion Shutter System ■ ■ ■ ■ H.V. BLADE #1 W/ OR W/0 H.V. WMOW BLADE American Shutter Systems REV. No DESCRIPTION DATE DRAWN BY: M.P Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 4268 Westroads Drive 2 West Palm Beach, FL 33407 3 DRAWING No 4 20=164 5 SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV •1 . HV . O HV BLADE 1 1@ HV BLADE 1A 3® HV LONG RECESSED NYLON BUSHING 39 HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD ®3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW Z Y " a FOR � Nwit �. 0 i r ICI I EXTERIOR 41--� ! o D OR ® ®or �3 UV NOTE FOR UIREMENTS) HV PIN REQUIREMENTS AI EXTE-L KNUCKLE FOR Y I i i � Of �a� (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 3® N w ac o BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR HV 0 BLADE. TYPICAL SHUTTER ASSEMBLY N.T.S. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND.:' ONLY AT EXTERIOR BOTTOM KNUCKLES "'OF HV ACCORDION SYSTEM W/ HV 1D 00.324" BLADE WHEN CORRESPONDING TO INSTALLATION "11 ", SHEET 7. .04r ®. TYP (3) HV PIN © OR @ W/. 1 /2" O.D. 1 /16". THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET O WHEEL CARRIAGE DETAIL N.T.S. N L- 315"0 ! I o I . .4+ ; 39 Q OR I � , I Q1 OR „ 3 l' ; HV PIN ®2 OR 43 AT i EXTERIOR BLADE'S KNUCKLE. (SEE NOTE * FOR € i REQUIREMENTS) BLADE'S KNUCKLE (TYP) 2 7/8" MIN. CLEAR SEPARATION BETWEEN BLADE OPENINGS EXTERIOR HV BLADE SOLID & _ HV- WINDOW BLADE DETAILS N.T.S. 02020 TILTECO. INC. � 111 11) ,NN 110E C 0 o ; No. 44 6 — * — TILLIT TESTING &ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33 STATE F Phone (305)871-1530 . Fox : (305)871-1531 e—mail: tilteco®aol.com ����� •, fiC CA-0006719 ' • , O R I �� WALTER A. TILLIT Jr. P.E. L /D(�jq� . ,..;��AL/SIGNATURE/DATE FLORIDA ua. 44167 .0625" .1875 EXTERIOR - - BLADE .0625" 0625" 0625" SECTION X—X N.T.S. .1a1 .0625 I 44 HV WINDOW .0625" `06 5 3/4" SECTION Y• ON CENTERS N- 1 2 1/4" EXTERIOR ELEVATION CLEAR H.T.S. BETWEEN TYPICAL HV WINDOW BLADE AND __LAPS POLYCARBONATE HV WINDOW DETAIL N.T.S. - *.POLYCARBONATE IMPACT RESISTANT HV WINDOW >. BAYER MAKROLON 3103 POLYCARBONATE 12" MIN. CL CE RESINS, UV —STABILIZED GRADE OR SABIC TO BLADE B TT M INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). I POLYCARBONATE SOURCES FOR 44 APPLICABLE RESULT TYPICAL PROPERTIES STANDARD s►nu sAw momw REFERENCE W1Q8& 7 Sonia: UZAAKRO ON 3103 PLASM IE1GN 103 FdM _ PIflfSlS�L: SPECIFIC GRAVITY - ASTM D792 0.043 lb/in' 0.043 Ib/In ucC�4NIr�i •• TENSILE YIELD STRENGTH ASTM D638 9,400 p.s.i. 9.500 p.s.i. FLEXURAL STRENGTH AT YIELD ASTM D79D 12,500 p.s.i. 13.400 p.s.i. FLEXURAL MODULUS ASTM 0790 340.000 P.S.I. 345,000 p.s.i. 1BPAliC NOTCHED IZOD BURNING CHARACTERISTICS: ASTM 0256 18 Fr—Ib/in 17 Fr—lb/an FIRE SMOKE DENSITY ASTM 02843 47.2 X 64.5 R MAX RATE OF BURNING ASTM D635 C-1 CLASS C-1 CLASS SELF IGNITION ASTM D1929 1040 'F 980 'F u_ FATHERIN ASTM G155 TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 p.s.i. 8840 p.s.i. TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p.sl 8880 P.31. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon © 2020 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 NaG ■'1 ■ "A% " V TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE 1 I OLD 17-107 /2/202 DATE: 7/2/2020 2 DRAWING Now+ 3 20-1 V4 s SHEET 6 N fAyO LnAo SEE END CONNECTION DETAILS ON SHEETS 10 & 18 TYP. FULL HEIGHT. ORWO OR HDpC—HVC V C y�y3r�o�(yQ®� OF�dyou / II i�•II �g��g I7 %I OR®OR®+ �, OR(Q)OR O +, 3 OR OO t,J OR ©+OOR + OR O t OR + ®OR®+ OR ®t OR , 9 + OOR , 9 + OOR , TYPICAL J1 HV BLADE SHUTTER ELEVATION N.T.S. ;��ii�iilL No, 441 STATE C -�D'�F • "4ORIO 1s0/0NAL *NOTES ON HV LOCKS AND CENTERMATES: 1. MANDATORY CONDITION i1: ONE HV LOCK (S or © SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INSTA TIONS AT ANY ELEVATION. HV LOCK qq or � MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TOE 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. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR MAY 8E 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. 3. OPTIONAL CONDITION J2 {VALID ONLY WHEN MANDATORY CONDITION J1 QR LIMITED MANDATORY CONDITION .. J2 IS USED M(4= H.V. LOCKSI: LOCKING RODS ® 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). 4. MANDATORY CONDITION ft ONE HV LOCK ® (5 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or ® SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 1@M CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. OF CORNER CENTERMATE ONE ALTERNATE HV LOCK 2O MAY BE USED IN LIEU OF HV LOCK or 0 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN NSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-2Ox3/4" S.S. THUMBSCREW TO ©1 OR ® CENTERMATES SHALL BE MADE W/ 1/4"0-2Ox3/4" 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. 6. MANDATORY CONDITION #3 FOR KEYSTONE MOUNTING INSTAL-t ATIONSe ONE HV LOCK @ or ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK ® or ® or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO © or ® SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ OR in TOP AND BOTTOM IS COMPLETELY MANDATORY. - *NOTES ON. HV "T" LOCKS AND CENTERMATES:_ 1. SECOND ALTERNATE TO MANDATORY CONDITION 41 VAI lb ONI Y FOR Ny 'T' I Or.K Ad ANn r wT=uATwQ 6A Am ONE ALTERNATE HV "T" LOCK iD MAY BE INSTALLED IN LIEU OF HV LOCKS ® OR ® FOR ANY SPAN AND I STALLATION AT ANY ELEVATION. ALTERNATE LOCK ® Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK (1) 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 0_y __ iLD LOCKS & CENTERMATES: I. (1 ONE ALTERNATE HD LOCK (5� MAYBE USED IN LIEU OF HV LOCKS 23' OR (22 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK ® TO ® IS W/ 3 #8 x 3/8" F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT ® AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ®5 IS COMPLETELY OPTIONAL ©2020 TILTECO. INC. •'•`''''L11LIECO.... c• F;� 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—=6719 ``� wALTER a nLLrr Jr. P.E. FLORIDA Lic. # 44167 �EAL/SIGNATURE/DATE A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. "GNMI ■iOk 11IT-1111 N TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE ev. N01 DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-107 /2/202 DATE: 7/2/2020 DRAWING No 3 4 20-164 5 I Icui-c-r POURED - CONCRETE REQUIRED E. D.* i Ntf SEPARATION I GLA(SEE I'- ON SHEE t:SS LADE is FOR EXISTING iO & EXISTING GLASS--; I9N. SEPARA TO GLASS C. h SWEDIHE ON 11 FOR BLADE I ON SHEEP 19 BLADES O & E. D.* ONCRETE ANCHORS POURED (SEE SCHEDULE ON CONCRETE SHEET 13) REQUIRED ANCHORS 1 % 1 $ RSA FOEYSTONE (SEE MOUNTING ®ON SHEEP 7) DOLE ON SHE 13) 1" 2 OR 14 Min. 1/4"0-2Ox3/4" S.S. E EQ- MACHINE SCREWS FUSING 1/4"-20 NUTS 1 ® 12" O.C. _ � 250" Max. -- -- I , . lh 13 OR 15 0 (SEE SCHEDUL ON SHEET 13) POURED CONCRETE D N I � / D} I E OPTIONAL Max. --- OR 1 i Ii MIN. SEPARATION TO GLASS I I 1 I 1 1 "(SEE SCHEDULE ON SHEET 11) I t EXISTING 1 GLASS—i I i I 1 I I © HV -WALL HEADER INSTALLATION + KEYSTONE IOR MIN. SEPARATION TO GLASS 1 `(SEE SCHEDULE ON SHEET 11) L I I I EXISTING GLASS--+ Ili i I i OPTIONAL 1 /4" Max. I II II LI� 01 / Q I ~ .13.OR 1 /4-0-2Ox3/4" S.S. --% -EQ. -EQ PHILLIPS TRUSS HEAD 1) oR 1$ MACHINE SCREWS USING / / 1 " 1 /4"-20 NUTS @ 12" O.C. Min. OR CONCRETE BLOCK CONCRETE ANCHORS WALL REQUIRED OD HV WALL SILL INSTALLATION (SEE SCHEDULE ON POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: 1— SEE SHEET 4 FOR TYPICAL SHUTTER * E. D. = EDGE DISTANCE ASSEMBLY SEE SEE SPECIFICATIONS ON SHEET 13) ♦ BIADEMAAONNS OF SHEETUSE I9 FOR 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 02020 TILTECO, INC. ��S�P•' EN� . �� y I L E C 0114C. No. 441 7 - - * ; 7� �� TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. Ste. 305. VIRGINIA GARDENS, FLORIDA 33 i STATE 0 Phone : (305)871-1530 . Fax : (305)871-1531 �Q•'. �� a —mail: tiltecoCool.com •.,'cC 0 R ID •� .� CA-0006719 ��S• .... • ' •�; �" WALTER A. TILLIT Jr. P.E. �ONAL ilillik 1 �E'�`�SEAL/SIGNATURE/DATE FLORIDA Uc. # 44167 POURED CONCRETE - OR CONCRETE BLOCK REQUIRED EXISTING GLASS EXISTING� GLASS I /2; CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) MIN. SEPARATION TO GLASS EE SCHEDULE ON SHEET 11 1 /4'0-2Ox3/4" S.S. MACHINE SCREWS W/ 1/4"-20 NUTS ® 12" O.C. 1" , © HV WALL HEADER INSTALLATION MIN. SEPARATION TO GLASS EE SCHEDULE ON SHEET 1 OPTIONAL I N I � a 1 I I 1 /4„ Max. 13 OR 15 .250" Max. Min. CONCRETE ANCHORS 1/4"4-2Ox3/4" S.S. PHILLIPS (SEE SCHEDULE ON TRUSS HEAD MACHINE SCREWS POURED CONCRETE SHEET 13) W/ 1/4"-20 NUTS ®12" O.C. OR CONCRETE BLOCK REQUIRED FO HV WALL SILL INSTALLATION INSTALLATION DETAILS W (I HV BLADE FLORIDA BUILDING CODE_ (Non High Velocity Hurricane Zone` © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM A.S .A. Accordion Shutter System H.V. BIADE #1 w/ OR_ W/O H.v. WINDOW BLADE American Shutter SystemsREV; N4 DESCRIPTION DATE DRAWN BY: M.P Association, Inc. 1 OLD 17-107 /2/2020 DATE: 7/2/2020 4268 Westroads Drive 2 DRAWING No West Palm Beach, FL 33407 3 4 z0-164 5 1 SHEET POURED CONCRETE ANCHORS I MN. SEPARATION To CONCRETE (SEE SCHEDULE ON SHEET 13) I GLASS(S I, I i 1 REQUIRED I SCHEDULE ON SHEET EDGE OF 11 FOR BADE DAWD I ' l SLAB IF ON SHEET 19 FOR I I E. /D. APPLICABLE EXISTING I EnaDEsOac p I I I I GLASS OR 1 If ll! I I I I EXISTING GLASS— MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR MADE (DAND ON SHEET 19 FOR 1 BaADES 0) & © HV CEILING INSTALLATION MIN. SEPARATION TO GLASS - (SEE SCHEDULE ON SHEET 11) EXISTING GLASS 1 �\ w w #14x3/4" HEX HEAD I I TEK SCREWS ® 9" O.C. OR 1/4"0-20 S.S. M.S. W/NUT 09"O.C. �• i OR EXISTING GLASS--1 � MIN. SEPAVRAT 1 To WSS r--- (SEE SCHEDL ON SHEEP 1 ANCHOR x 1 LOCATION I I I #10x3/4" HEX WASHER HEAD o I 3/8` MIN. TEK SCREWS ® 12" O.C. cn I 3/8 MI CONCRETE ANCHORS ® + 7 — T!E7 (SEE SCHEDULE ON SHEET 13) EDGE OF - SLAB AF APPLICABLE FUUKLU OR CONCRETE REQUIRED 1 rel D. � HV FLOOR INSTALLATION t O ai I EXISTING —i ' 'f GLASS I MIN. SEPARATION TU GLASS \_ �1(SEE SCHEDULE ON SHEEP 1.1)I 1 13 I OR 1 g D. 1 3-� CONCRETE ANCHORS to (SEE SCHEDULE ON 1/11j SHEET 14) N 0 J I O 93/ 1 s MI 1/2" I 1 r i MIN. SEPARATION I I Y y� TO GLASS r 1 j'(SEE SSCHEEDULE ON- i I 1 ) a \_ I I I I 1 EXISTING i i- -, I I GLASS ' . C ! 1 g �--3—� . EDGE OF SLAB IF EDGE OF APPLICABLE SLAB IF APPLICABLE POURED CONCRETE E. D.*� REQUIRED /FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) T HV WALK —OVER INSTALLATION EXISTING �----� GLASS �J 1/4' MAX. #10x3/4" HEX E WASHER HEAD ,,-TEK SCREWS ® 12' O.C. 1 #14x3/4" S.D:S. ® 9" O. C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) MIN. SEPARATION TO I(SEE SCHEDULE ON EDGE OF SLAB IF APPLICABLE POURED-J FLAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 14) REQUIRED 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 EXISTING G� MIN. sEPARATX)I 1 To GLASS 1/4.0 ITW BUILDEX TAPCON W/ (SEE SCHEDULE ON SHEET 11) ADVANCED THREADFORM TECHNOLOGY OR 1/4"0 POWERS FASTENERS TAPPER+ ANCHORS W/ 1 3/4" MIN. EMDEDMENT O G' O.C. FOR UP TO 6'-0' SPAN AND 4' O.C. FOR SPANS LARGER THAN hI I V-0" UP TO 8'-0' MAX. APPLY EALANr AT EVERT FASTENER HEAD i.( .) (SEE NOTE tt ON SHEET 11 1 /4' Mox. EDGE OF I'I I I SLAB IF \ __#140/4" F.H. S.D.S. L; 1 7/8" 1 7/8" ' APPLICABLE a9" O.C. CONCRETE ANCHORS SEE NOTE 13(b) /• E.D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(b) OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 REQUIRED OR CONCRETE BLOCK POURED REQUIRED _ CONCRETE KO HV WALL FLOOR INSTALLATION REQUIRED O HV WALL WALK -OVER INSTALLATION HV RAINGUARD INSTALLATION t NOTE, t THIS INSTALLATION SHALL BE NOTE FOR COMBINATION OF SECTION * E. D. = EDGE DISTANCE REMOVABLE WHEN PERFORMED SEE LIMITATIONS OF USE FOR SEE SPECIFICATIONS ON SHEET 13 EXIT1- SEE SHEET 4 FOR TYPICAL SHUTTER ( ) ADJACENT TO AN OPERABLE EX ASSEMBLY OR ENTRANCE BLADE 9ON SHEET 19 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. iil i11 ,f 02020 TILTECO, INC. =e �P' •�;\CEO � .`%'' - F _11LIECO eli�c. No. 44 67 ezo TILLIT TESTING & ENGINEERING COMPANY •• STATE 6355 N.W. 36th. st., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 F Phone (305)871-1530 . Fax : (305)871-1531 ��•, Q P ,••!L�/`�� e-mail: tilteco®ool.com pie R �a CA-0006719 s/ •' • • • • • 'w\� WALTER A. TILLIT Jr. P.E. �NAL ISEAL/SIGNATURE/DATE FLORIDA Lic. {� 44167 '�'' 1/2" MAX. SEALANT -�'�' j 1/4'0-2Ox3/4' SS MS Ijb(, ...', ... ,.� e..: ,:A —USING 1 4'0-20 NUTS ®12' O.C. • 1 t..a 2.00"'kim- - EXISTING NON STRUCTURAL WALL TRIM (DECORATIVE ` ' ' t -: • E.D. SILL) ,' a• % •�'• POURED CONCRETE e" REQUIRED MO KEYSTONE MOUNTING INSTALLATION MAXIMUM A.S.D. DESIGN PRESSURE: +64,-72 psf MAXIMUM SHUTTER SPAN 8'-0' INSTALLATION DETAILS W/ O HV BLADE FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 02020 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 van■7 0 ■ ■Am ■. a ® TM Accordion Shutter System H.V. BLARE #1 W/ OR W/o H.V, W NNW BLADE Y. No DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-107 /2/202 DATE: 7/2/2020 3 DRAWING No 4 20-164 5 SHEET 6 1 1 7 OF 20 OUT 2"x2"xt/8-xO'-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) � u 0 1/2" 0 2" 0 QOR®OR©+0OR®OR10 +OOR 1O +I1�5 ©+O3oR l©+©att ©+O +QOR©-0+,$ ORI MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) L HVD I N i EXISTING GLASS ©OR®OR©+ OOR®OR, Q +@OR O^^ + ®O R Q + ®O R ®+ f l ! 1 OR — — — — — — — — — — — — — — — — — — IYJ+4_5z)11©g+©OR19+6—R)/ 31/4" 7" 1 /2" on ® + '110x3/4" S.M.S. 11 12" O.C. FULL LENGHT. \I 5 U - O HVA .`�P,• E •�•.;i� No.44 67(Q � '. STATE • F P ,;� Ai ����ivauu geSE NO 4OR® (EXTERIOR) GNATURE/DATE OPPOSING CENTERMATES W/ HV LOCK o or tZS) INSTALLATIONS WZ HV a BLADE W HV CENTERMATES :1 -- 0R EXISTNG GLASS DETAILS ON _ SHEETS 10 G&1 __[ -- - - - - - - - - - - - - - - - - - - - - -- 6 1 /2" 7" SYMMETRYCAL CENTERMATES MIN. SEPARATION W/ HV LOCK 2�4 or 6 TO GLASS. (SEE SCHEDULE ON SHEET 11) SEE NOTES ON LOCKING RODS (5 , HV LOCKS (5 or 2® AND ALTERNATE HV LOCK ® ON SHEET 5. ** BLADE SLACK DETAIL HVF IS VAUD FOR ALL CENTERMATES APPLICATION WITH BLADED . I I VoUT ® HVB - HVC ® OR 0+ 0 oR 60� 8�0+ 3 0 OR �, — EXISTING GLASS 0 OR -------- --- -moo oz�o ® -- SYMMETRICAL * F 6 + + OR 6 + + � CENTERMATES. 6 N �+ aOR+ ®OR ®+ OR MIN. SEPARATION TO GLASS (SEE SCHEDULE " W,/ HV LOCK .L6* ( PTIONAL) ®+ ®oR Q+ �OR(19 +@ ON SHEET 11) INTERIOR OR in2 + HVE 02020 TILTECO, INC. tL �co 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 Uc. # 44167 549L POURED CONCRETE OR CONCRETE BLOCK WALL REQ ANCHORS 16" O.C. I 6 1/2" MAX. SLACK ' r HVF** FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WNDOMI BLADE OLD 17-107 /2/20i DATE: 7/2/2020 z DRAWING No 3 20-164 5 SHEET SEE END CONNECTION 'DETAILS_ ON SHEETS 10 k 18 INSTALLATION . t HV BLADE OUT 9 IN ExIsnNG GLASS W/ HD CENTERMATES BLADE O SLACK DETAIL HVF, INDICATED ON SHEET B. b v� ALUM. '2• S.M.S. TO EACH ANGLE. * SEE NOTE 6 FOR HV LOCK 3� , '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 AS WELL AS UNIVERSAL FLOATING BLADE (a) DETAIL HOD INDICATED ON PHISHIS SHEET, MAY BE USED WITH THIS ALTERNATE INSTALLATION DETAIL HVG SHOWN IN THIS SHEEP. OR eR�+® 35..* L--------- (OPTIONAL) — — — — — — — — — — — — — — — — — — — — — — — — 0tOx3/4' S.M.S. m 12' — — — — — — — — — — O.C. FULL LENGHT. 7j: 30 HV "T" I N PINSH(TYP.) "I @` /� LOCK (INSIDE) rQ sae• I `. IM,��.�� Q HV "T" LOCK (OUTSIDE) ENSp j. No. 441 7 Z*' -o' STATE C ' �GI 0Y Ft o R1 SFA Q OUT 1 /4" 0-20 x 1 1 /2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. 26 HVG* Gil IGNATURE/DATE N (4) H.Y. 7 3A' PINS (T) 31 DR 32. 33 ` 31 OR 32 l 31 OR 4. 35 (OPTIONAL) HDB—HVB OUT SYMMETRICAL HD CENTERMATES W/ Q LOCK (EXTERIOR,) HDD—HVD** FLOATING STACK @2020 TILTECO, INC. L I ECOIN 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: tiltecoccol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 ©«®oa©+ OoR®aR 10 +©3 aR ©+O + ©_@_Q)_®OR U* (OPTIONAL) 1 {SEPARATION TO GLASS 5 5 (SEE SCHEDULE .. ON SHEET 111 (D= HDC—HVC SYMMETRICAL HD CENTERMATES W/ . . LOCK (INTERIOR) * SEE NOTES ON LOCKING RODS 0 do HD (D LOCKS ON SHEET 5 ** UNIVERSAL FLOATING BLADE® DETAIL HDD—NVD IS VAUD FOR ALL CENTERMATES APPL ICAMONS WITH BLADE Q FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone A.S■S.A® American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE :V. No DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-107 /2/202 DATE: 7/2/2020 2 DRAWING No 3 4 20-164 5 __1 SHEET POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED UUNUKUt AIVI:KUK 11 16 O.C. EXISTING GLASS _ - 2" MIN. t I MIN. SEPARATION EQEQ TO GLASS (SEE - SCHEDULE ON SHEET 1/16"x3" MAX.- 11 FOR BLADE pAND (6063—T6) CONT. (LOCATE AT ON SHEET 19 FOR BLADES p & 0 ALUM. CLOSER PLATE. (LOCATE 1 / EITHER SIDE OFO) AT EITHER SIDE M OF O) 1 /2" MIN. #10x1® #10x1/2" S.M.S. _ _ — _ 16" O.C. ® 16" O.C. OR SEE DETAIL X FOR SIDE CONNECTION 3- ' 'uR 6 +O- &.«+10 -@- TO TRACKS END CONNECTION DETAIL 1U - POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE (E)AND ON SHEET 19 FOR BLADES Q & 0 X5 END CONNECTION DETAIL 20 SEE DETAIL X SIDE CONNO POURED CONCRETE POURED CONCRETE OR CONCRETE OR CONCRETE BLOCK WALL REQUIRED •BLOCK WALL REQUIRED EXISTING GLASS l 2" MIN. GLASS /E-XI'STING MIN. SEPARATION TO GLASS (SEE BAN SEPARATION - 11 FFOR DULEON SHEETBLADE pAND { ' .I TO GLASS (SEE SCHEDULE ON SHEET / ON SHEET 19 FOR 1/2" BLADES p & 11 FOR BLADE NAND ON SHEET 19 FOR ' 1 ' BLADES p & A USE 1" OR 2" MAX. _—_—_ (AS APPUCABLE)x2"x1/8"x0'-2" 1 _—_—_ A ( ALUMINUM CUP ANGLE \ (6063-T6 ALLOY) AT MIDHEIGHT% J (1) #10x1/2" S.M.S. TO 04 & (2)1/4"0 TAPCONS ANCHORS TO i-'OR WALL AT 1 " O.C. (LOCATE AT j EITHER SIDE OF®) �- OR TO TRAC S ® O O O-@ oR ai 6 * 8 0 ®+ 6+6-6-6-0+6 1- POURED CONCRETE OR EXISTING EXISTING GLASS / CONCRETE BLOCK WALL REQUIRED j GLASS - - - - -MIN. SEPARATION #1 1/2" S.M. TO GLASS (SEE ® 16" C. MIN. SEPARATION D SCHEDULE ON SHEET, / TO GLASS (SEE 11 FOR BLADE pAND CONCRETE 1/2" MIN. SCHEDULE ON SHEET I ON SHEET 19 FOR ANCHOR ® 11 FOR BLADE(!)AND )NCRETE BLADES p & a � 12" O.C. ON SHEET 19 FOR ANCHOR EQ O.C. e�AnEs p & -. ---- 1/2" MIN.- _ 1 2" MIN. _ EQ 2" MIN. 2" MIN. ♦ SEE LIMITATIONS OF USE FOR BLADE to ON SHEET 19 5 1. OR 61A' e: POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED END CONNECTION DETAIL SO END CONNECTION DETAIL No. 44 16, ��•.. STATE ''%���;•.F�OR1 F P .����.. i�� ;�0/41,IONA 111' +`SEAL SIGNATURE DATE @2020 TILTECO, INC. , DEC 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: tiltecoocol.com CA-0006719 WALTER A TILLIT Jr. P.E. FLORIDA Lie. # 44167 t oa SEE DETAIL X FOR_/ SIDE CONNECTION TO TRACKS aR + a aR OR" kiL .END CONNECTION DETAIL $ REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" :-,-I OROOR 0OR OR@OR (,l I OR OR(g 6 OROOR n OR QOR'I OROR(j3OR 1� VIEW Y PLAN DETAIL X FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon © 2020 EASTERN METAL SUPPLY, INC. A.-S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 laww"■"N ♦aWTM Accordion Shutter System H.Y. BLADE #1 W/ OR W/o H.V. WINDOW BLADE EV. N' DESCRIPTION DATE DRAWN BY: M.P OLD_ 17-107 /2/202 DATE: 7/2/2020 2 DRAWING No 3 20-164 5 1 SHEET SCHEDULE_#1 SCHEDULE 92 'MAXIMUM SHUTTER SPAN ' 1+" OR "L—" (ft.). FOR INSTALLATIONS W/ 1^Al CIE RMATES. 0 & ® or Q9or W/ ONE H.V. LOCK ® or ® or or HD LOCK ® W/ NO LOCKING RODS or CENTERMATES 0 & @ W/ ONE HV "T" LOCK ® W/TWO LOCKING RODS ® TOP & BOTTOM SEE NOTES ,tt MAXIMUM A.S.D. DESIGN PRESSURE RATING (+ OR —) CONCRETE & WOOD INSTALLATIONS 0 WALL MOUNTING FLOOR/CEILING MOUNTING L + (ft) L - (ft) L + (ft) L - (ft) 30 OR LESS 16'-0" 16'-0" 16'-0" 16'-0" 35 14'-10" 14'-10" 15'-2" 16'-0" 40 13'-10" 13'-10" 14'-2" 15'-2" 45 13'-1" 13'-1" 13'-4" 14'-3" 50 12'-5" 12'-5" 12'-8" 13'-7" 55 1 V-10" 1 V-10" 12'-1 " 12'-1 1" 60 1 V-4" 1 V-4" 1 V-7" . 12'-4" ' 65 10'-10" 10'-10" 11'-1" 1V-11" 70 10'-6" 10'-6" 10'-9" 1 V-5" 75 10'-1" 10'-1" 10'-4" 11'-1" SO W-10" 9'-10" 10'-0" 10'-9" 85 9'-6" 9'-6" 9'-9" 10'-5" 90 W-3" 9'-3" 9'-5" 10'-1" 95 9'-O" 8'-9" W-2" W-10" 100 8'-9" 8'-4" 9'-0" 9'-7" 105 a. -7" 7'-11" W-9" 9'-4" 110 8'-4" 7-7" 8'-7" 9'-2" 115 8'-2" 7'-3" 8'-4" 8'-11" 120 W-0" 6'-11" 8'-2" W-9" 125 7'-10" 6'-8" 8'-0" W-5" 130 7'-8" V-5" 7'-10" 8'-1" 135 7'-7" 6'-2" 7'-9" 7'-9" 140 7'-5" 5'-11" 7'-7" 7'-6" 145 7'-3" V-9" 7'-5" 7'-3" 150 7'-2" 5'-7" 7'-4" 7'-0" 155 7'-0" 5'-5" 7'-2" 6'-9" 160 V-11" _ 5'-2" 7'-1" 6'-7" 165 W-10" 5'-1 " 7'-0" 6'-4" 170 6'-9" 4'-11" W-11" 6'-2" 175 6'-7" 4'-9" 6'-9" W-0" 180 6'-6" 4'-8" 6'-8" 5'-10" 185 6'-5" 4'-6" 6'-7" 190 6'-4" 4'-5" 6'-6" 5'-6" 195 6'-3" 4'-3" 6'-5" 5'-5" 200 6'-2" 4'-2" 6'-4" W-3" 205 W-1" 4'-1" 6'-3" 5'-1" MAXIMUM SHUTTER SPAN` "L+" OR "L-" (ft.) FOR INSTALLATIONS W/ OPPOSING CA41 & ONE HV LOCK . or 0 or W/ NO LOCKING RODS (SEE NOTES t, tt) MAXIMUM A.S.D. DESIGN PRESSURE RATING (P.S.0 (+ OR —) CONCRETE & WOOD INSTAL Tl NS WALL MOUNTING & FLOOR/CEILING MOUNTING L + (ft) L - (ft) 30 16'-0" 16'-0" 35 14'-10" 14'-10" 40 13'-10" 13'-10" 45 13'-1" 13'-1" 50 12'-5" 12'-5" 55 11'-10" 1 V-10" 60 11'-4" 11'-4" 65 10'-10" 10'-10" 70 10'-6" 10'-6" 75 10'-1" 10'-1" 80 9'-10" 9'-10" 85 9'-6" 9'-6" 90 9'-3" . 9'-3" 95 W-0" 8'-9" 100 8'-9" 8'-4" 105 8'-7" 7'-11" 110 8'-4" 7'-7" 115 8'-2" 7'-3" 120 8'-0" W-11 " 125 7'-10" 6'-8" 130 7'-8" 6'-5" 135 7'-7" 6'-2" 140 7'-5" 5'-11" 145 7'-3" 5'-9" 150 7'-2" 5'-7" 155 7'-0" 5'-5" 160 .6'-11" 5'-2" 165 6'-10" 170 6'-9" 175 6'-7" 4'-9" 180 6'-6" 4'-8" 185 6'-5" 4'-6" 190 V-4" 4'-5" 195 6'-3" 4'-3" 200 6'-2" 4'-2" 205 14, No. 441W :p•.. STA OF i 0.'A'4 0l IDA MAXIMUM SHUTTER SPAN* "L+" R "L—" (ft.) INSTALLATIONS W. SYMMETRICAL CIENTERMATES & W/ ONE HV LOCKS OR W/ NO LOCKING RODS (p (VALID FOR MOUNTING I1 SHEET 7) MAXIMUM CONCRETE A.S.D. DESIGN INSTALLATIONS PRESSURE RATING FLOOR/CEIUNG MOUNTING (P.S.t.) OR (+ OR -) FLOOR ALL MOUNTING L + (ft) L - (ft) _ 30 16'-0" 16'-0" 35 15'-2" 16'-10" 40 14'-2" 15'-2" 45 13'-4" 14'-3" 50 12'-3" 13,-1" 55 11'-1" 11'-11" 60 10'-2" 10'-11" 65 9'-5" 10'-1" 70 W-9" 9-4" 75 - 8'-9" INSTALLATION LEGEND CONCRETE & MANSORY WOOD WALL MOUNTING A. B, C. D. E, F, K & L M, N, 0, P, Q, R, S, & V. FLOOR/CEILING MOUNTING G, H, I, 11, J & M T, U, W & X 0 MAXIMUM SHUTTER SPAN "L+" OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE UMrrED TO 105 psf. A.S.D. DESIGN PRESSURE RATING. 'I' HV CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 5. ttEXCEPT THAT MAXIMUM SHUTTER SPAN ."L+" OR "L-" AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.S.f. AND 8'-0" SPAN, SEE MOUNTING MQ ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1 " T HV BLADE ®2020 TILTECO, INC. FIL I Eco INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 35th. St., Ste. 303, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fox : (305)871-1531 e-mail: tilteco®aol.com CA-0006719 WALTER A. TILUT` Jr. P.E. ►� FLORIDA FL DA Lk. # 44167 Y10L/SIGNATURE/DATE II (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG: 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 IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L+" AND "L-" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/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 "L1+", "L2+", 11-" AND 12-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zom A.S.S.A® American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach,' FL 33407 © 2020 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE REV. Nol DESCRIPTION DATE DRAWN BY. MGCFV. 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IOlonovnasao �vvo HIM a�navlvonavol vv olnaonon Faon>onaotoo �®®>voonoo iiOvOEivii �OniO nM IDOnin� mlal�sum �oOn7ni®ia� nE�9�®�®Ql0 . �oovow� wvovovo ®�o�®vvv wv000�� wvvvvvloi no�0000� l ........ ,�C EN , No. 441 7(� -o'• STATE � p F .• �� ,(,'• Z O R l . •' 02020 TILTECO. INC. 1 s 11LIEC01 N c. TILLIT TESTING & ENGINEERING COMPANY L 6355 N.W. 36th. St.. Ste. 305. VIRGINIA GARDENS. FLORIDA 33 ��1C Phone : (305)871-1530 . Fax : (305)871-1531 f a —mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. SEAL/SIGNATURE/DATE FLORIDA LIB. # a41s7 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID —SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 ♦ SEE LIMITATIONS OF USE FOR BLADE 9 ON SHEET 19 n HV BLADE OR n HV BLADE W/ 1�Ai HV WINDOW BLADE WORKING IN _UNISON -10RIDA BUILDING A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 n HiQh Velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. Olen ■ ■ 0% " V TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. 1WM W BLADE 1 OLD 17-107 /2/202 DATE: 7/2/202( 2 DRAWING No 3 20-164 5 1 SHEET 6 1 12 OF 20 (SEE MOUNTINGS E, G. & H ON SHEETS 6 & 7) 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CCNCRETE/CONCREiE 8= POURED CONCRETE MMMUM SPAN QE WALL SILL MOUNTING © CEILING MOUNTING QH FLOOR MOUNTING (ft) .D. DESIGN NEGATIVE PRESSURE RATING (00 . .0. DESIGN NEGATIVE PRESSURE RATING psf . S.D. DESIGN NEGAIVE PRMRE RATING 30 40 60 75190 120 160 205 30 40 60 75 90 120 160 205 30 40 60 175 190 120 160 205 14 12 10 9 8 8 6 5.5' 14 12 10 9 8 8 6_ 6 14 12 10 9 8 I 8 6 6 3'-0' 14 12 10 9 8 8 6 6 114 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 OR LESS 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8, 6 5 14 12 � 10 9 8 B 6 7 14 12 10 9 8 8 6 6 14 12 10 9' 8 8 6 6 14 12 10 ' 9 6 7 5.5 3:5 14 12 10 9 8 8 6 6 14 12 10 9. 8 8 6 5 4'-0' 14 12 10 9 8, 8 6 6 14 112 10 1 9 1 8 8 6 6 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 4 14 112 10 9 8 8 6 4.5 14 12 10 9 1 8 6 4 3.5 .14 .12 10 9 8 8 6 4.5 14 12 10 9 8 8 6 5.5 14 12 10 9 B 8 6 4.5. 14 12' 10 9 7.5 5.5 3.5,_- 14 12 10 9 8 8 5 5 14 '12 10 9 8 ' 7 5.5 4 5'-0' 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6. 5.5- 14 12 10 9 8 8 6 4.5 14 12 10 9 8 7 4 - 14 12 10 9 8 6.5 5 3.5 14 12 10 8 6.5 5 3.5 3 14 12 10 9 8 7.5 4.5 - 14 12 10 9 _ 8 B 6 4.5 '14 12 10- 9 8 6 . 4.5 3.75 .14 12 9.5 7.5 6.5 4.5 - - 14 12 10 9 8 7.5 5.5 4 14 12 110 9 8 6 4.5 3.5 6'-0' 14 12 10 1 9 1 8 1 8 6 - 14 12 10 9 8 B 6 5 14 12 10 9 8 6.5 5 3S 14 12 10 1 9 17.5 15.5 3 - 14 12 10 &5 7 5.5 4 3 14 12 8 6.5 5.5 4 3 - 14 12 10. 9 .8 1 6 - - 14 12 .10.. 9 8 6.5 5- 3.75 14 12 10.- 8.5 8 5 4 , - 14 12 8 6.5 5.5 3 - - 14 12 10 9 8 6.5 4.5 3.5 14 12 10 8 7 5 3.5 3 7'-0w 14 12 10 9 8 8 - - 14 12 10 9 8 7 5 4- 14 12 10 9 7.5 5.5 4 3 14 12 10 8 6.5 4 - - 14 12 9 7.5 6 4.5 3.5 - 14 10.5 7 5.5 4.5 3.5 - - 14 12 10 8.5 7 4 - 1 -.1-14 12 10 9 17.5 5.5 4 1= 14 12 1 9 7 7.5 4.5s - - 14 11 7 5.5 4.5 - - 1 -• 14 112 10 9 7.5 5.5 4. 1 - 14 12 9 7 6 4.5 3 - 8,-Dw 14 12 10 9 8 6.5 - I - 114 112 10 9 8 6 4 1 - 14 12 10 8 6.5 5 3.5 - 14 12 8.5 7 5.5 3 - I - 114 12 8 ' 6.5' 5.5 4 3 - 12.5 9.5 6 5 4 3 - - 14 12. 9.5. 7.5 6 1 - - - 114 12 9.5. 8 6.5 5 - - . 14 12 8 6 5.5 .4 - - 13 9.5 6.5 5 3.5 - - - 114 12 10 8 6.5 5 - - 14 :12 8 6.5 5 4 - - 9'-Ow 14 12 10 9 8 - - 14 12 10 9 7.5 4.5 - - - '14 '12 8.5 7 5.5 4 - - 14 11.5 7.5 6 4 - - - 14 11 7 5.5 5 3.5 - - 11 8 15.514.5 3.5 - - - 14 12 8 6.5 4.5 - - 14 12 8.5 7 5.5 -4 - - 14 10.5 7 5.5 6 4.5 - - 1.518.5 5.5 4 - - - - 14 12 9 7 6 4.5 - - 14 11 7 5.5 4.5 3.5 - - 10'-0" 14 12 10 9 7.5 - - - 14 12 10 8 6.5 5 - 14 12 8 6 5. 4 - - 14 10.5 7 1 5 13.51 - - 13 9.5 6.5 5 4 3 - - 110 7.5 5 4 3 - - - 14 11 7.5 5.5 - - - - 114 11.5 9 6 5 4 - - 12.5 9.5 6 5 4 4 1- - 0.5 8 5 - - - - - 14 12 8 6.5 5.5 4 - - 13 10 6.5 5 4 3 - 11 •-0° 14 12 10 • - - - - - • 14 12 9 1 7 6 4.5 - - 14 10.5 7 5.5 4.5 3.5 - - 12.5 9.5 5 - - - - - 12 9 6 4.5 4 3 - - 9 7 4.5 3.5 3 - - - 14 10 7 - - - - 14 10.5 7 5.5 4.5 - - - 1.5&5 5.5 4.5 3.75 - - - 9.5 7 4.5 - - - - - 14 11.5 7.5 6 5 '- - - 12 9 6 4.5 4 - - - 12,-Ow 14 12 10 - - - - 14 12 8 6.5 5.5 - - - 13 10 6.5 5 4 - - - 1.5 8.5 4.5 - - - - - 11 8 5.5 4 3.5 - - 8 • 6 4 3 - - - - 3.5 9.5 6. - - - - -' 13 94 6.5 5. 4 - - -, 0.5 8 5 4 - - - - 9 6.5 - - - - - -. 14 10.5 7 5.5. 4.5 - - 11 8.5 5.5 4.5 3.5 - - - 13'-D" 14 12 - - - - - - 14 11.5 7.5 6 5 - - - 12 9 6 4.5 4 - - - 0.5 B - - - - - - 10 7.5 5 4 3 - - - 7.5 5.5 4 3 - - - - 2.5 8.5 - - - - - - .12 9 6 4.5 4 - - - 9.5 7 5 4- 8 6 - - - - - - 13 9.5 6.5 5 - 10.5 7.5 5 4 - - - 14'-0" 14 12 = - - - - - 14 10.5 7 5.5 - - - - 11 8.5 5.5 4.5 - - - - 10 7.5 - - - - - - 9 1 7 4.5 3.5 - - - 7 5 3.5 3 - - - 1.5 8 - - - - - - 11 1 8 5.5 4.5 - - - - 9 6.5 4.5 - - - 7.5 - - - - - - 12 1 9 6 - - - - - 9.5 7 4.5 - - - - - 15'-0- 14 - - - - - - - 1.3.51 10 6.5 - - - - - 10.5 8 5 - - - - - 9 - - - - - - - 8.5 6.5 4 - - - 6.5 5 3 - - - - 7Z7 10 . - - - - - - - 1 0.5_ 8 5 - - - - - 8.5 6 _ 4 - - - - 7 - - - - - - - 11.5 8.5 5.5 - - - - - 9 16.5 14.51 - I - - - - 16'-0" - - - - - - - 2.5 9.5 6 - - - - 10 7.5 5 - - - - - 6 4.5 3[91�4 .5 - - - - - - - 9.5 7 1 5 - - - - - 8 1 6 4 - - - - TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP" TAPPER+ ♦ SEE UWATiONS OF USE FOR BLADE R ON SHEET 19 1 HV BLADE OR 1 HV BLADE Wj WINDOW BLADE WORKING IN UNISON (A) TO EXISTING POURED CONCRETE: (Min. Vc - 3 ksi) - 1/4"0 TAPCON OR 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 BYALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. f'c = 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 DEWALT, INC., AND DISTRIBUTED BY ALL POINT'S SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. f'c = 3 ksi) NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4", AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2-. A.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS 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 20. (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 1 /4"0 TAPCON OR TAPCON WfTH 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 DEWALT, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4" AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 8.2) 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. 8.3) 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 20. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS:. MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. _FACTOR ACTUAL EDGE TAPCON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/ CAP TAPPER + MIN. SPACING DICTANCE E.D. MIN. SPACING = 3" MIN. SPACING = 3" MIN. SPACING = 3 1/2' MIN. SPACING = 3" 3 3/4- 4' POURED CONCRETE & POURED CONCRETE CONCRETE Bl= POURED CONCRETE & POURED CONCRETE & PoLm OON mE CONCRETE CONCRETE BLOCK MN. ED,=3' MN ED.=3 1/2" MIN. ED. 1/2' CONCRETE BLOCK MN. ED. =3 1'2' CONCRETE BLOCK MEN. ED.=Y MR ED. -3 1/Y MN. ED. -2 1/Y 3' 1 1.0 0.90 1.0 0.78 1.0 0.84 1.0 2 1/2" - 0.81 1.0 - - 0.67 1.0 Y - 0.71 - - - 0.51 - 1 3/4" - 0.91 - - - 0.43 - 1 1/2" 0.35 - - - - • 0.35 - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone �,1l fill�oJ4011I 02020 TILTECO, INC. © 2020 EASTERN METAL SUPPLY, INC. P, ' • ' •., BERTHA HVTM �••' •'V\cE• sF••.,� ', Accordion Shutter System I. E C O INC. A.S.S.A ®H.V. BLADE 1 W OR .W O H.V. WINDOW BLAE No. 44 67# / / American Shutter Systems REV. N DESCRIPTION DATE DRAWN BY: M.P TILLIT TESTING &ENGINEERING COMPANY Association. Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 STATE F 63s$ N.W. 36th. St. Sta. 305. VIRGINIA GARDENS, FLORIDA 3316 4268 Westrovds Drive 2 Phone (305)871-1530 . Fax : (305)871-1531 DRAWING No �'.� D�;•., 140RI P • �k. West Palm Beach, FL 33407 3 e-mail: t0006®aol.com 20_ �� � . • \ �� CA-0006719 WALis`SIO N A • � �``` FLORIDA Lic. # 44167 5 �'1Nf1111111 {�%+�.`��EAL/SIGNATURE/DATE F SHEET ehr 021% (SEE MOUNTINGS I, J. K & L ON SHEET POURED CONCRETE POURED CON CONCRETE.BUM MAMMUM I WALK OVER & 11 TRENCH 0 RAINGUARD MOUNTING KQ WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING SPAN (ti)A.S.D. DESIGN NEGATIVE PRESSURE RATING A.S.D. DESIGN NEGATIVE PRESSURE RATINGA.S.D. DESIGN NEGATIVE PRESSURE RATING D. DESIGN NEGATIVE WRESSWE RATING (pal 30 40 60 75 90 120 160 205 30 40 60 75 90 120 166 205 _30 140 1 60 75 90 120.160 205 ,30 40 60 175 190.1120 160 205 14 12 10 9 8 8 6 6 12 12 12 12 12 1.5 8.5. 6.5 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 3�-0" 14 12 10 9 8 8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5- 5 R LESS 14 12 10 9 8" 8 6 6 12 12 12 12 0.5 8 6. 4.5 7 7 .7 7 7 7 7 15 .5 5 5 5 5 5. 5 5 14 12 10 9 8 8 .6 6 12 12, 12 12 ,12 10 7.5 6 7 7 7 7 7 .7_ 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8: 8 6 6 12 12 12 12 11.5 8.5 6.5 5 7 7 7 7 7 7 5.5 4 5 5 5 -5 5 5 5 4 4'-0' 14 12 10 9 1 8 i 8 5 6 1112 12 12 12 12 9.5 7 5.5 7 7 7 7 1 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10. 9 8 -8 6 6 12 12 12, 9.5 8 6 4.5 3.5 .7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 14 12 10 9 8 -8 6 `6_ 12 12 12 11 9 7 5 4 '7 7 7 7 7 5.5 4 3 5 5 1 5, 5 5 5 4 3 5,-0" 14 .12 10 9 8 8 6 6 12 12 12 12 10 7.5 5.5 4 ,_7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 9.5 7.5 B 4.5 3.5 - 7 7 7 -7 7 7 5 3.5 5 5 -5 5 5 5 5 4 14 12 10 9 8 8 6 6 12 12 12 9.5 8 6 4.5 - 7 7 7 7. 7 7 5.5 4 5 5 5 5 5 5- 5 4- 14 12 10 19 8 8 6 6 12' 12.11.5, 9 .7.5 5.5 4 3 7 7 -7 77 4.5 3.5 - 5 5 5 5 5 4.5 3.5 - 6,-0" 14 12 10 9 8 8 6 6 12 12 12 110 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 15 1 5 14 12 10 9 8 8 6 6 12 12 8 6 5 4 3 - 7 7 7 7 7 5.5 4 - 5 5 5 5 5 5 4 3 14 . 12 10 . 9 8 8 6 _6 12 12 10 B 6.5 ..5- .75 - 7 7 7- 7 7 6 4.5 . - S 5 5 5 5 5 4.5 - 14 12 10 9 8 8 6 6 �12 12 10 8 6.5 1 5 3.6 - 7 7 7 6.5 5.5 4 -- - 5 5 -5 -5 5 4 3 - 7'-0" 14 12 10 -9 8 8 6- 6 12 12 12 8.5 7 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5, 5_ 5 14 12 10 9 8 8 6 6 12 .10 5.5 5 4.5-- 7 7 7 7 6.5 5 3- 5 5 5 5 5 5 3.5 3 14. 12- 10 9 8 8 6 6 12 12 8.5 7 5.5- r4.5 - 7 7 7 7 7 5 - - 5 5 5 5 5 5' 4 - 14' 12 10 9 8 8 6 - 12 12 &5 7 5.53 - 7 7 7 5.5 4.5. 3 = - 5 5 5 5 4.5 3.5 - - 14 12 10 9 8 8 6 - 12 12 0.5 7.5 6 3.5 - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 - 12 9 6' 4.5 4 - - 7 7 7 7 5.5 4 - 1 5_ 5 5 5 5 4 3 - 14 12 10 9 8 8 . 6 - 12 11 7.5 6 '5_ 3.75 - - 7 7 7 7.5 6 4.5 - = 5 5 5 5 5 4.5 , - - 14 12 10 9 8 8 - - 12 11.5 7.5 6 5 3.5 - - 7 7 6.5 5 4 - - - 5 5 5 5 4 3 - - 9,-On 14 12 10 9 8 8 - - 12 12 9.5 6.5 5.5 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14' 12 10 9 8 8 - - tO.5 8 5 4 3.5 - - 7 7 7 6 5 3.5 - - 5 1 5-5 5 5 4 3 - 14 12 10 _9 _ 8 8 12 .10 6.5 . 5_, - - - 7 7 7 6.5 5.5 - - - 5 5 5 5 5 4 - - 14 12 10 9 8 8 - - 12 0.5 7 5.5 3.5 - - 7 7 5.5 4.5 3.5: _ - - 5 5 ' -5 '4.5 '3.5 - - - 10,-0" 14 12 10 9 8 8 - `12 11 8.5 " 6: 3.5 - - 7 7 7 7 7 7 4.5 - 5 5. 5 5 5 5 _ 5 4.5 14 12 10 .9 8 8 . - - 9.5_.7 4.5 3.5 J4�5. - - - 7, 7 7 5.5 4:5 - - - 5 5 5 5 45 3.5 - - 14 12 10 9 8 8 - - ,12 9 6 5 - - - 7 7 7 6 5 - - - 5 5 5 4.5 5 - - 14 12 10 9 8 8 - - 12" 9.5- 6 5 t 3 - - 7 7 5 4 3 - - 5 5 5 4 3.5 - - 14 12 10 9 8 8 - - 12 10 7 5.5 3.5 - - 7 7 7- 7 7 7 3.5 - 5 5 :5 5 5 5 5 4 14 12 10 9 8 8 - - 8.5 6.5 4 3.5 3 - - - 7 7 6 5 4 - - 5 5' =5 5 4- '3 - - 14 12 10 9 8 8 - - -11 8 5.5 4 - - - 7 7 7 5.5 4.5 - - - 5 5 '5 5 4.5 - - - 14 12 10 9 8 - - - 1.5 8.5 5.5 4.5 3.5 - - - 7 7 4.5 3:5 - - - - 5 5 4.5 3.5 3 - - - 14 12 10 9 8 - - - 12 9.5 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 3.5 12,-0' 14 12 10' - 9- 8 - _ - 8 6 4 3 - - - - 7 7 5.5 4.5 3.5 - - - 5 5 5 4.5_ 4 3 - 14 12 10 ._9 8 - - - 10 7.5 5 4 - - - - .7- 7 6 5 - - - - 5 5 5 5 4 - - - 14 12 10 9 8 - 10.5 8 5 4 3.5 - - - 7 6.5 4.5-3.5 = - - 5 5 4.5 13.5 3 1 - - - 13.-0n 14 12 10 9 8 - - - - 1.5 8.5 ' 6 4.5. 3.5 3 - 7 7 7 7 7 4.5 = - 5 5 5 5 5 15 4.5 3.5 14 12 10 9 8 - - - 7 5.5 3.5 3 - - - - 7 7 5 4 3 - - - 5 5 5 4 3 - - - 14 12. 10 9 8 - - - 9 1 7 4.5. .75 - - - - 7 - 7 5.5 14.5 - - - 5 5 5 4.5 4 - - - 14 12 10 9 -- 110 7.5 -5 4 3 - - = 7 6 4 3 - - - `5 5 4 ' 3 - - - 14 12 10 _ 9 - - -- 1.0.5 8 5.5 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14'-On 14 12 10 9 - - - - 6.5 5 3 - - - - - 7 7 5 3.5 .- - - - 5 5 5 4 - 14 12 10 _ 9 - - _ - 8.5 6.5 4 - - - - - 7__ 7 5 4 - - - - _ 5 5 5 4 - - - 14 12 10 - - - - - 9 7 4.5 3.5. 3 - - - 7 5.5 3.5- - - - - - 5 5 3.5 3 - - - - 15 14 12 10 - - - - - 10 7.5 5 4 1 3 - - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 -0" 14 12 10 - - _ - - 6 4.5 3 - - - - - 7 7 4.5 3 - - - - 5 5 4.5 3.5 - - - - 14. 12 10 - - - - - 8 6 4 - - - - - 7 7 5 - - - - - 5 5 5 4 - - - - 14 12 10 - - - - - 8.5 6.5 4 3.5 - - - 7 5.5 3.5 - - - - - "5 5 3.5 - - - - - 14 12 10 - - - - - 9.5 7 4.5 3.5 3 - - - 7 7 7 7 6 3 - - 5 5 5 5 5 4.5 3.5 - 16�-0" 14 12 10 - - - - - 6 4.5 3 - - - - - 7 6.5 4 - - - - - 5 5 4 3.5 - - - - 14 12 10 - - - - 7.5 5.5 .75 - - - - - 7 7 4.5` - - - - - ' 5 5 4.5 - - - ♦♦`�!!��{i�i�/ ©2020 TILTECO, INC. ♦ No. 44167 - 11LIECO c. TILLIT TESTING & ENGINEERING COMPANY �'• STATE F = 6355 NX 36th. St., Ste. 305. VIRGINIA GARDENS, FLORIDA 33 O•.• Phone : (305)871-1530 . Fax : (305)871-1531 I5 � F� O R I Q. ` `�� e-mail: tilteco®ool.com tS '' • • • • • • ti' ♦ WALTER A. TILLIT Jr. P.E. 11SIONaAL ♦�`♦SEAL/SIGNATURE/DATA FLORIDA Lic. if 44167 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 0 VALID ONLY FOR UP TO +70, -75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 J) HV BLADE ONLY. Iau1►" AmSm%SmAn American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane zone © 2020 EASTERN METAL SUPPLY, INC. ®G R ■ riM mil' V TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINWN BLADE REV. Nol DESCRIPTION DATE I DRAWN BY: M.P 1 I OLD 17-107 /2/202. DATE: 7/2/2020 2 DRAWING No 4 20-164 5 SHEET MAXIMUM GIVEN A.S.D. MAX. DESIGN SHUTTER PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND (SEE MOUNTINGS ON SHEETS 16 & 17). ANCHOR A CORRESPONDING SPACING (in.) MOUNTING SCHEDULE TYPE. FOR A Z� U B �E=-- T F:;;;Z MAXIMUM SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN. G=0.50 SPRUCE W/ PINE FIR NORTH MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 1 /2" MIN. CDX PLYWOOD So ERN N o. 2 W/ MIN. G=0.55, DOUGLAS FOR W/ MIN. G=0.50 SPRUCE PINE FIR NORTH W / MIN. G=0.43 SPRUCE PINE FIR SOUTH W1 MIN. G=0.36 SPAN (ft) WALL MOUNTINGS M,N,O&R CEILING MOUNT T FLOOR MOUNTINGS W & X WALL MOUNTINGS M, N,0&R CEILING MOUNT T FLOOR MOUNTINGS W & X WALL MOUNTINGS M,N,O&R CEILING MOUNT T FLOOR MOUNTINGS W & X ' WALL MOUNTINGS p & Q B.O. WALL MOUNTINGS S & V B.O. WALL MOUNTINGS S & V B.O. WALL MOUNTINGS S & V LMI DEEM NR K PRFM WN (µ) LU OI WAK R MW RM W) M DF9R1 NEIAWE H R(E ME (psf] t9 11Qpi RECM PIS M RM (Psf) M OF31QI NMTNE RRRS a US . I169GR MIX PfraRRE TDI111G W IkmDE9R1 t TAK RRf 9 NW (4 M. MN MINE Pti W RQM (1d) Ikmow IR AK FMK RAM16 (4 un. oRscn 1rmaNE ffwX RA1N6 (psi 30 40. 60 75 90 i05 30 40 60.75 90 105 30 40 60 75 90 105 30 40 60 75.90 05 30.40 60175 190 105 30 140 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 -O" OR LESS12 10 10 9 8- 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6- 6 6 5 4 4 4 3 12 ' 12 12 12, 12 12 12 12 12 12 12 12 12 12 12 ' 12 12 12 4'-0" 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 -6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 13 12 12 12' 12 12 12 12 12 1.2 12 12 12 12 12 12 12 12 12 5'-0" 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0.5 6'-0" 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.5 6 6 . 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0" 12 10 10 9 6.5 4 6 6 6 5.5 4.5 _4 12 110 10 9 5 3 6 6 6 5 4 3.5 1210 10 7 3.5 - 6 6 6 5 4 3.5 6 5 1 4 4 1 - - 112 12 12 112 112 12 112 12 112 112 12 10. 12 112 12 110.58.5 7.5 8'-0" 12 10 10 7.5 :4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 4.5 3.5 3 12 10 10 4 - - 6 6 5 4.5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5112 112 11.5 9 7.5 6.5 9'-0" 12 10 10 5 365 - 6 6 5.5 .5 3.5 3 12 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 13 - - 6 16 14.5 4 3 3 6 15 3.5 - - - 12 12 12 12 12 10412 12 12 11.5 9.5 8.5 12 12 10 8 6.5 5.5 10'-0" 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 3.5 3 - 12 10 3 - - - 6 6 4 3.5 3 - 6 15 - - - - 12 12 12 12 11.59.5 '12 12 12 10.5 8.5 7.5 12 12 9 7 6 5 11'-0" 12 10 5.5 - - - 6 6 4.5 - - - 12 10 4.5 - - - 6 5.5 3.5 - - - 12 10 - - - - 6 5.5 4 - - - 6 5 - - - 12 12 12 12, 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12'-0" 12 10 4.5 - - - 6 6 4_- - - 12 10 3.5 - - - 6 5 3.5 - - - 12 10 - - - - 6 5 3.5 - - - 6 5 - - - - 12 12 12 11.59.5 8 12 112 11 8.5 7 6 12 11.57.5 6 5 4 13'-0" 12 10 - - - - 16 1 6 1 - - - - 12 10 - - - - 6 4.5 - - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - - 12 12 12 TOLL 8.5 7.5 12 12 10 8 6.5 5.5 12 0.5 7 5.5 4.5 4 12 10 - - - - .6 5.5 - - - - 12 7 - - - - 25.514.5 - - - - 12 7 - - - - 5 4.5 - - - - 6 3 - - - 12 12 12 9.5, 8 6 12 12 9.5 7.5 6 4.5 12 9.5 6.5 5 4 3 12 - - - - - 6 - - - - - 12 -- 1fi'-0" 1.2 - - - - - '6 - - - - - 12 - - - - - 5 - - - - - 1.5 - - - - - 5 - - - - - 6 - - - - - 12 12 10. 8.5 6.5 4 12 12 8 6.5 5 3 - 11.58.5 5.5 4.5 3.5 - 1 HV BLADE OR n HV BLADE W/ a_HV WINDOW BLADE WORKING IN UNISON* M 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: ♦ SEE UMrrAnONS OF USE FOR BLADE (BON SHEET 19 ♦ NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. - 1/4"0 TAPCON ANCHORS. AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 16 & 17. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U. SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2018 SPECIFICATIONS. %0%P I�TI No. 441 -o'•. STATE o•. FLOB' �;csS10 N i 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) -DOUGLAS FIR W/ Gm0.50 (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. 1/27 COX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. ©2020 TILTECO, INC. i7 Z1LIECOINc. _ TILLIT TESTING & ENGINEERING COMPANY C 6355 N.W. 35th. St. Ste. 305, VIRGINIA GARDENS, FLORIDA 331 r ` Phone (305)871-1530 . Fax : (305)871-1531 Q. , • + e-mail: tiltecocaal.com CA-0006719 • G� WALTER A. TILUT Jr. P.E. FLORIDA Lic. # 44167 EAL/SIGNATURE/ DATE FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. AmwSwSmAm American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Aw Om" ■ ■ EMS t ■ W TM Accordion Shutter System H.V. BLADE #1 W/ M W/O Kv. WINDOW BLADE 1 1, OLD 17-107 /2/20DATE: 7/2/2020 3 DRAWING No 4 20-164 5 SHEET INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR C1� HV & ( HV! BLADES -(AS APPLICABLE MAX.SHUTTER UTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE .1 ONLY SHALL WALL FINISHBE LIMITED TO 105.0 120. A.S.D. DESIGN PRESSURE RATING -SEE SHEET 19 FOR MAX SPAN & 1/4"0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4"0 TAPCON OR W/ 1 1/2" Min. PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY I OF THREADED AREA TO W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING RATION N. SEPA MIA EXISTING WOOD HEADER. WOOD HEADER. (SEE SCHEDULE ON SHEET 15) P(� III III TO (!)OR N C/ (SEE SCHEDULE ON SHEEP 15) 1 4"0-2Ox3 4" S.S. MACHINE llSCHEDULE ON SHEEr I I I _ R 1J 8 SCREWS W/1/4"-20 NUTS fi--- 111 FOR BLADE (D I I I X 2 OR z N O ® 12" O.C. 11 ON SHEET 19 FOR I I I I 1" Min. 7 : z' \ EXISTING 11' BLADES O & I I :Z N `� I EQ WALL ON FINISH _LfT -0PTIONAL 2"x4" WOOD 711 i a ' 2 ORXFINISH 4T ING MIN. 2xWOOD TING MIN.;EI >X�7 HEADER REQUIRED 1 OR Iill I - HEADER REQUIRED 1 4'0 TAPCON OR TAPCON WITH ADVANCED II I I I I j EXISTING (I WN, SEPARATION III III i THREADFORM TECHNOLOGY W/ 1 1/2" II I I I I 1. GLASSY TO GLASS (SEE I ( I I I III III. ,:y Min. PENETRATION OF THREADED AREA TO 11-- SCHEDULE ON{ST MIN. SEPARATION TO GLASS ::, EXISTING WOOD HEADER. 11 FOR BLADE OAND EXISTING I(SEE SCHEDULE ON SHEET 11) I I I I (SEE SCHEDULE ON SHEET- 15) ON SHEET 19 FOR I I I I GLASS —II I I I I 0 BLADES O& 0 I I I I11 I I 2"x4' CONT. SILL PLATE REQ'D. O HV WALL -HEADER INSTALLATION a OHV WALL SILL INSTALLATION OM HV WALL HEADER INSTALLATION I I I I I EXISTING ( MIN. SEPARATION TO GLASS . III III MIN. SEPARATION TO GLASS LI~ _—- I I I I O ( II III III 1II `z C GlAS�SEE SCHEDULE ON SHEET 11) gI (SEE SCHEDULE ON SHEET 11) MIN. SEPARATION TO GLASS E 2"x4" CO GLSS �Lg11 T 11)PWOOD LATE(SEE SCHEDULE ON SHEE1/4"0-20x3/4" S.S.REQ'D. MACHINE SCREWS I I I I u I i 1/4"0=2Ox3/4" S.S. I I I ( USING 1/4"-20 NUTS I I i I 11 .� `•';..`..5. MACHINE SCREWS W/ I I,J I WALL I I \ " ` 1 /4"-20 NUTS ® 12" 012" O.C. , .l. FINISH2. I. I.I III ( - I EDEE,- _ O.C. [fill OR@ \I � OR 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 2'x4" STUDS ® 16" O.C. MAX \-1/2' MIN. CDX PLYWOOD REQ'D. REQ'D. PLYWOOD TO BE EXISTING MIN. 2"x4" STUDS ® .16' O.C. MAX. REQ'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE V WALL SILL INSTALLATION F.B.C. — No. 441 E- -a�•, STATE 0 �. FC0RtD s8SON AL 1iini111t " Min. 1/4"0 TAPCON OR NOTE: TAPCON WITH ADVANCED 1—SEE SHEET 4 FOR TYPICAL 1/2' MIN. CD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. PLYWOOD REQ'D. W/ 1/2" Min. PENETRATION OF 2—MOUNTING SECTIONS CAN BE WALL FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. HV WALL SILL INSTALLATION • SEE LIM-ATIONS OF USE OF BLADE 1A ON SHEET 19 02020 TILTECO, INC. 11LIEC Q mc. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. Ste. 305. VIRGINIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fax : (305)671-1531 e—mail: tilteco®aol.com CA-0006719 WALTER A. TILUfT Jr. P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 I-1" Min. 1 1/4"0 TAPCON OR TAPCON WITH ADVANCED I { THREADFORM TECHNOLOGY W/ 1 1/2" 2"x4" CONT. ;' Min. PENETRATION OF THREADED AREA TO SILL PLATE %'' EXISTING WOOD HEADER. RiQ;. (SEE SCHEDULE ON SHEET 15) 1 II „''. WALL FINISH ® HV WALL SILL INSTALLATION FLORIDA AmSwSmAm American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zone ©2020 EASTERN METAL SUPPLY, INC. SiidWS ■ "84 n r TM Accordion Shutter System H.V. BLADE #1 W/ OR W/o H.V. 1MNDaW BLADE 1 1 OLD 17-107 /2/202 DATE: 7/2/2020 2 DRAWING No 4 20-164 5 SHEET 6 NSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV &U HV♦. BLADE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEKDE n ONLY SHALL BE LIMITED TO 105.0 sf. A.S D. DESIGN PRESSURE RATING. SEE SHEET 9 FOR W WALL FINISH. SPAN & DESIGN LOAD FOR1_ INSTALLATION WITH BLADE & 4 A WORKING IN UNISON 1/4"0 TAPCON OR 4"x8" (Min.) EQ EQ TAPCON WITH ADVANCED ( n.) EXISTING THREAD FORM TECHNOLOGY WOOD BEAM REQUIRED. r., W/ 1 1/2" Min. PENETRATION STRUCTURAL ADEQUACY - OF THREADED AREA TO 1 /4"�-20x3/4" S.S. OF EXISTING WOOD BEAMV�� EXISTING WOOD HEADER.1"PHILLIPS TRUSS HEAD TO BE CERTIFIED BY (SEE SCHEDULE ON SHEEP 15) Min• MACHINE SCREWS REGISTERED ENGINEER OR W 1 4 -20 NUTS I-EQ-�E ® 12" O.C. SHUTTER INSTALLATION. 1/2" I 1/29 IFT=YOR1/4"0 TAPCON OR TAPCON WITH ADVANCED i14 257" THREADFORM TECHNOLOGY F-Max. W/ 1 1/2" Min. PENETRATION a �\ I OF THREADED AREA TO EQ EQ �j74x3/4^ Et EXISTG WOOD HER. S.M.S. OPTIONAL ' (SEE 1CHEDULE ON�SHEET 15) / ®6" O.C. l um.. 11 or 1© or 15 I r•--i - •�l I I !'--' �IXISTING MIN 2"x4" EXISTING --II HEADER REQ'D GLASS III. MIN. SEPARATION TO GLASS II (SEE SCHEDULE ON SHEET 11 I r SD HV WALL HEADER INSTALLATION 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO. SUIT ANY INSTALLATION. �I MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 1 EXISTING GLASS —II II II u II WALL- (�-rr-� FINISH I 2"x4" CONT. SILL PLATE 1 /4" Max. 1 /4"0-20x3/4" S.S. y 1/4"0 TAPCON OR Min. `-PPHILLIPS TRUSS HEAD y 7 TAPCON WITH ADVANCED MACHINE SCREWS THREADFORM TECHNOLOGY W/ 1/4"-20 NUTS I I OPEN HOLE AT EACH - EXISTING STUD TO ACCEPT GLASS I I ) I 5/16"0 LAG SCREW AT CENTER OF TUBE. TO MASS((�EXISTINGt�N JAM stpaFAnoN SCHEDULE ON �1919 NGLASS SEE --ISCHEDULE ONTO GLMS (SHEf11ON O O R FOR B1ADE5 m k : `-'' 111 EBLADE DA I I MADE Q TT HV CEILING INSTALLATION MIN. SEPAAAnoN TO MASS (SEE SCHEDULE ON SHEr EXISTING FOR aADE 111 ONO 19 FL GLASS\ ON SIW MADESO & ALTERNATE,. ANCHOR C LOCATION 2"x6" MIN. WOOD I DECK REQUIRED (NO I FINISH ALLOWED) EDGE OF DECK-/ IF APPLICABLEF W/ 1 1/2" Min. PENETRATION 12^ D.C. C 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM -1 L OF THREADED AREA TO TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) SEE LIMITATIONS OF USE FOR �V HV WALL SILL INSTALLATION BLADE 1A ON SHEET 19 O HV FLOOR INSTALLATION 119j" j 02020 TILTECO, INC. ��yaP�•' ��G ENS •`��''%' 441 7 I LIE C 0 INc. No. _ TILLIT TESTING & ENGINEERING COMPANY s -4 •• STATE 0 6355 N.W. 36th. St.. Ste. 305. VIRGINIA GARDENS, FLORIDA 331 Phone : (305)671-1530 . Fax : (305)871-1531 e-mail: tilteco®ool.com q\� ��s''��� . •�� Q RlQ •\ ���� CA-o006719 • • • '� ' WALTER A. TILLIT Jr. P.E. ''•/, S�0 N A\- �`�� FLORIDA LIc. # 44167 111injIII111fi% At. SEAL/SIGNATURE/DATE AS APPLIC I SEDGE (IF APPLICABLE) EXISTING WOOD TRUSSES OR RAFTER ® 24" O.C. REQUIRED i EXISTING SOFFIT C- 3/4" Max. THK. 11x4"xl/8" CONT. ALUM. TUBE (6053-T6 ALLOY) W/ Or 13 Or 15 EACH 1RAFTER ORC RUr S TO LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD -I MEMBER, (2" Min. NOMINAL WIDTH) W/ 2" Min. PENETRATION OF THREADED AREA. VALID FOR INSTALLATIONS WITH 72psf MAX. A.S.D. DESIGN LOAD AND In `i 9'-0" MAX. SPAN. THIS INSTALLATION IS ONLY VALID FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS OR FIR OR SOUTHERN PINE No. 2. OR EQUAL. U HV CEILING INSTALLATION Q OR 1I�� I MIN_ I l �SEPARATION I I OSCHE (SEEULE pl. ON SHEET 11) EXISTING1Ox3 4" HEX GLASS— # / I I - 2"x6" MIN. WOOD — WASHER HEAD TEK I DECK REQUIRED SCREWS ® 12" o.c (NO FINISH Li ALLOWED) EDGE OF EDGE OF DECK DECK IF \ IF APPLICABLE �- APPLICABLE 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. L-2" MIN. --2" MIN. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) OX HV WALK —OVER INSTALLATION FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone; © 2020 EASTERN METAL SUPPLY, INC. A.S.S.A Accordion Shutter System H.V. DAM #1 W/ OR W/O H.Y. WINDOW BLADE American Shutter Systems EV. No DESCRIPTION DATE DRAWN BY: M.P Association. Inc. , OLD 17-107 /2/2020 DATE: 7/2/2020 4268 Westroads Drive 2 DRAWING No West Palm Beach, FL 33407 3 4 20-164 5 SHEET 6 1 1 17 OF 20 2x4' MIN. WOOD STUDS. — (AS APPLICABLE) WALL FINISH) EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHB:T 11 FOR BLADE (DAAD ON SHEET 19 FOR BLADES m k N , ��4 \ / END INSTALLATIONS j HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 1/470 TAPCON ~ANCHOR O 8' O.C. W 1 1/2' MIN. P ON INTO STUDS OR W/ MN. 1/2' PENETRATION TO 1/2' COX PLYWOOD IF NO STUDS DEIST. —1/2 MIN. MIN. COX PLYWOOD. 1/2' MIN. #100/2' S.M.S. 018 O.C. . 5 OR ®� END CONNECTION DETAIL SEPARATION mArD 2'x4' MIN. STUDS EXISTING GLASS aAss (sEE J� •�r FPT 19 FOR 1/2' MIN MIN 10 u 1 /16'x3' (6063-T6) CONT. ALUM. CLOSER PLATE. (LOCATE AT EITHER SIDE OF®) #10x1/2' S.M.S. *is O.C. SEE DETAIL X FOR SIOE CONNECTION TO TRACKS 2'x4' MIN. WOOD ~STUDS REQ'D. { iz n, i EXISTNG GLASS MIN. SEPAPATION TO GLASS (SEE SCHEDUILE 1 SHEET BION ADE (DAND 41/2' MIN. COX aN SHEET 19 FOR PLYWOOD., BL40ES O & •®a 1/2' MIN. COX PLYWOOD: U`0 �` ®01®` �a0• ®a END CONNECTION DETAIL EXISTING GLASS 1/4.0 TAPCON ANCHORS 1/4'0 TAPCON ANCHO , g10x1/2' S.M.S. w/ 1 t/z' MIN. W/ 1 1/2' MIN91s D.C. PENETRATION 0 12' O.C. PENETRATION O 12' O.C. MIN. SEPAROXION TO CLASS (SEE \ 1/2' MIN. SCHEDULE- ON SHEET / 11 FOR �. BLADE ®AND ON SLEET 19 FOR Two& (2). (3) OR I• m®a©.O7 mO 10 •®m `-WALL FINISH 2'x4' MIN. WOOD / WALL ®a�■�©`�a® l'`9 `®m _ 10 • ®a®' ®m®•®a STUDS REQ'D. FINISH 1 • ®a®. ®m®'®a ®.O •®m©.O•®m ©• 7O •.©a©•O•®a END CONNECTION DETAIL © END CONNECTION DETAIL 12 ,.,`�����P�`•�,�C No, 4416 ='Ir "O STATE OF Z o1 ''*'fss/0NAL E G\ P.E. SEAL/SIGNATURE/DATE 27x4' MIN. WOOD STUDS REO'D. N s� k ,i9 P ixx... t FINISH SEE DETAIL X FOkj 1(�OR ®� SIDE CONNECTION TO TRACKS EXISTING GLASS MIN. SEPARATION TO GLASS (SEE NEDULE ON SHEET I FOR BADE �m&0 1 \ i I /I 1/2' MIN. COX-/ :-ti,. PLYWOOD. 1/2' 71 I - • USE 7' 2' MAX. (AS APPLIGBl�x2 ALUYINUY AL CLIP ANGLE (6083-76 ALLOI) AT YIOitEIGHf I (7) #100 TAPCONS S. TO 4/2' SM1c (2)7/4'0 TO WALL AT 1' O.C._PGATE AT END CONNECTION DETAIL 9� * OR®OROOR QOR OR(90R(f� PLAN DETAIL X 02020 TILTECO, INC. 11LIECOm- 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®ool.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lie. # 44167 2'x4' MIN. WOOD STUDS. (AS APPLCABLE) ]STING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR 3-ADE(DAND �(D&� EITHER SIDE GF 4) jI (j) OR ®• .., SEE DETAIL X FOR_J � SIDE CONNECTION ®O1®°1©' cq�)I`BO°"O`®■ TO TRACKS 10•®m®• LJ ©+©m END CONNECTION DETAIL ■ REQUIRED ONLY FOR SPINS GREATER THAN 12--0' OR(g)OR (D OR OR®OR V` OR(5 A.S.S.-A. American Shutter Systems Association, Inc. 4268 Westroods ME91vive West Palm Beach, FL 33407 ♦ SEE LIMITATIONS OF USE FOR BLADE 8 ON SHEET 19 CODE (Non High .Velocity Hurricane Zone 02020 EASTERN METAL SUPPLY, INC. Accordion Shutter System H.V. RK E #1 W/ OR W/O H.V. WNM BLADE EV. Nol DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-107 . /2/202 . DATE: 7/2/2020 2 DRAWING No 3 20-164 4 5 __1 SHEET z O OR®OR N 16a 0 TYP. EA. END 44 MAX. 5 WINDOWS dz ALLOWED AT HV cai� WINDOW BLADE SEE END CONNECTION DETAILS ON SHEETS 10 & 18 TYP, FULL HEIGHT. z N 3F 9 9 6 9 9 e e e e d e e e a e 4j(SEE PLAN FOR REQUIREMENTS) TYp TOP & BOTTOM UNLIMITED WID EXISTING GLASS ELEVATION - - - - - - - - - - - - - - - - - - 1--------- - -fit-- / ram'. �4\Z � SYMMETRICAL CENTERMATES 21 2® � W/ 2 OR ®5 AND W/0 (SEE NOTE 4 ABOVE) PLAN MIN. SEPARATION TO GLASS — — — — — — — — — — — SEE OTHISSCHEDULEON SHEET 11 FOR BLADE(D - AND ON THIS SHEETFOR BLADES (1)& TYPICAL n.1 HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE al SHUTTER* N.T.S. � i f/, @2020 TILTECO, INC. .•�'y No, 41 11LIECO llNc 4 I TILLIT TESTING & ENGINEERING COMPANY STATE 0j 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33 s��i•� •A n : Phone : (305)871-1530 . Fax : (305)871-1531 ��i '�.11��•' Q R I • ��� e-mail. tilteco®ool.com %,Cr •'' • •�� CA-0006719 SI • • • G �� WALTER A. TILLTT Jr. P.E. /`'1�N1of1111 p r. SEAUSIGNATU RE /DATE FLORIDA Lie. y 44167 1. MAX. A.S.D. DESIGN PRESSURE RATING: +110, - 110 p.s.f. 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 166 & 17. 24. ONLY C Eta FERaWITH N SYM�1 CALOPPOSING®( OR POSING LAYOUT INCASE�OSI OF OPPNG 171YOUT MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CENTERMA . 5. (A) HV WINDOW BLADE @ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES) FOR ® PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B) MIN. CLEARANCE FRO4 TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1� OF ANY 3.0 HOLE FOR @ SHALL BE 12'. (C) FIRST OR LA T BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE I& (D) HV WINDOW BLADE @ MUST BE USED ALTERNATE TO A SOLID HV BLADEO THROUGHOUT SHUTTER'S WIDTH. (E) CEAERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SCUD HV BLADE 1 AT EITHER SIDE OF THEM. (F) POLYCARBONATE HV WINDOW ® SHALL BE INSTALLED SO TIjq TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINDOW 0 MUST BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA, INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15, AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). B. MINIMUM SEPARATION TO GLASS SCHEDULE, PER ASTM E-1996: WIND ZONE MINIMUM SEPARATION TO GLASS 1 THRU 3 1' 4 6.25' 2� \ i / (aursoe CH. \1 i 21- J FLORIDA BUILDING CODE (Non High Velocity Hurricane A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 © 2020 EASTERN METAL SUPPLY, INC. r�E*■"Am ■■VTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H,V. WINDOW RAM 1 OLD 17-107 /2/202 DATE: 7/2/202( 3 DRAWING No 4 20-164 5 SHEET sI i a nr gn I-1 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. 1 3/4"x 6 1/4'x 0.035' THICK Min. t CONT. GALV. STEEL TRACK CHANNEL.; ® 6" ASTM A-653 GRADE 40 Min. G-60 I GALVANIZED FASTENED TO STUDS ; W/ (2) #6x1/2' TEK SCREWS ON I INTERIOR & EXTERIOR FACE ; EXISTING GLASS urrrrti✓i i � �' • 4 M C. SHE fu MIN. SEPARATION TO GLASS (SEE SCHEDULE) 1 3/4"x 6 1/4"x 0.035' THICK Min. 'I EXISTING FINISH CONT. GALV. STEEL TRACK CHANNEL, I AS APPLICABLE ASTM A-653 GRADE 40 Min. G-60 I GALVANIZED FASTENED TO STUDS W/ (2) #6x1/2' TEK SCREWS ON ; 43c 43a INTERIOR & EXTERIOR FACE I \@ 6" O.C. ®6' O.C. W 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 Wf ,1 HV BLADE & H.V CENTERMATES -rd 1� INTO METAL STUD --.WALLS * 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 (psf) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY J ENTERMATE 21 W/ 24 HV LOCK .ARE ALLOWED WITH 21 ARRANGED A SYMMETRICAL LAYOUT. USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT ERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. *'k BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE (a APPLICATION WITH BLADE 10 -:VR(�S'.,'+l ® 6 O.C. " .'`2- a,a WALL HEADER/ L INSTALLATION dx� �xb l / �..�� ! -. 3 1/4" (TYP•)---] (Cont.) 6 1 /2" HVA N � -I 2.000" Max. r � a 083" �j L 3a 14"® 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) —--- -- --fla EXISTING GLASSAL — ----------- fw_ •• 1 1 SYMMETRYCAL 1 I -. ; '1 1 I SYMMETRYCAL I I �•I 1 I I 1 I. I I 1 MIN. SEPARATION VARIES: CENTERMATES W/ ;. ``. CENTERMATES W/ ;. TO GLASS 2" EXTERIOR ACCESS SIDE*, I I• ; ;:: I I ; ; c ::INTERIOR ACCESS SIDE • l 1• ; ; : (SEE SCHEDULE):: Max...` I IN �35(6»Min.) IN -7"- No. 44 6 �•.•. STATE F OZORIP. .•��C is "";o,A.,s10NA E R 2 (6„ Min.) 24 7, BLADE SLACK DETAIL HVF -VC 02020 TILTECO, INC. UE C O .N�. • TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305. VIRGINIA GARDENS, FLORIDA 331 Phone : (305)571-1530 . Fax : (305)871-1531 e—mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. SIGNATURE/DATE FLORIDA Lic. # 44167 N _ 3.000" Max. AL 43c LENGTH + 1" 43 1 y/4"0-20W BOLT MUST PENETRATE 43c 1" - 1.373" 250" f- 1-050" M� �N LO 1/4"0-20 THREADS 43c 1 f 4"O ELCO CONSTRUCTION PRODUCTS FAB—LOK HD COMPONENTS SCALE: 3/8"= 1" 1 3/4"x 6 1/4"x 0.035" THICK Min. CONT. GALV. STEEL TRACK CHANNEL, ASTM A-653 GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS W/ (2) #6x1/2" TEK SCREWS ON INTERIOR & EXTERIOR FACE a �J LOCATED AT j 2 --- - HV HEADER/SILL ENDS VIEW- Y s 1/2" MAX. SLACK ** SIDE CONNECTION TO TRACK FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 02020 EASTERN METAL SUPPLY, INC. AnSwSnAm American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 "G" ■, ■7&% n V TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE EV. N DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-107 /2/202 DATE: 7/2/202( 2 DRAWING No 3 20- 1 64 5 SHEET 6 20 OF 20 0'