Loading...
HomeMy WebLinkAboutProduct Approval I Id � �z �� s" Ie fi s �gi§per BCIS Home Log In User Registration Hot Topics Submit Surcharge ' Stats&Facts Publications i Contact Us BCIS Site Map ' Links Search _ 1• . �F Product Approval .USER:Public User 7 t . L a ✓ 0 (-� Product Approval Menu>Product or Application Search>Application List>Application Detail FLU FL389-RIORE IE E FOP, Application Type Revisijp%®®E COMPLIANCE Code Version 2020 qp Application Status ApprovGT. LUCIE COUNTY Comments ®CC Archived /nx) Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email File C® Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed 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 FL389 R10 COI COI ASSA BLADEI .pdf FL389 R10 COI COI ASSA BLADEI 2.pdf FL389 R10 CO1 COI ASSA BLADE3.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products - ...----.._............_........._....._....._..-----..__..._............_._... .......................................--........--........................................... _._.........._......_...__......- FL# Model, Number or Name Description --------_...._..._................_—.._...............................;......_................._......_..........._.............._....._._.._...._......................................._.......--..;....._..........................._._......._......_...._.........._........_.....................- -._..............................._....--—._.._..........................._.__...._....__ 389.1 Bertha HV Accordion Shutter- Blade `Extruded aluminum interlocking blades retained by tracks(top 3- (Non-HVHZ) -Drwg 20-165 and bottom) for storm protection Limits of Use — _--- Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRWING ASSA BLADE3.pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A 'Evaluation Reports Other: Large Missile Level "D".Max span is 12'-3"for 40 psf FL389 R10 AE PER ASSA BLADE3.pdf ;positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf I HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for +64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 i Extruded aluminum interlocking blades retained by tracks (top j Only (Non-HVHZ) Drwg 20-164 i and bottom)for storm protection -._.... ... -.._......--- _._..-.._.... ------..._...._......_.._........._....- -I- - — - --.._._.._......-----..._........._. _........_ ;Limits of Use ;Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRWING ASSA BLADE1.pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max. Span is 16'-0"for 30 p.s.f FL389 R10 AE PER ASSA BLADE1.pdf negative ASD load depending on centermates and locking rod € Created by Independent Third Party: Yes 'configuration for the HV1 blade, 8'-0"for+64, -72 p.s.f, A.S.D. I load for HV blade for Keystone mountings 7'-0"p.s.f. for metals stud mountings and 8'-0"for 110 p.s.f. for HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 -�--'Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (top^ i COMBO- (Non-HVHZ)- Drwg 20-163 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRW ASSA BLADEI 2 pdf j Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load for; FL389 R10 AE PER ASSA BLADEI 2.pdf I Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12, 25 ; Created by Independent Third Party: Yes and 28 respectively Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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: Credit Card Safe 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(71h EDRION)OF THE.FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND BE INSTALLED WITHSASDRECTIONALITY FACTOR Kd=D.85 BE DETERMINED AS PER E USINGCTION 762 CEF7-16 ANDHALL NOT EXCEED THE MAXIMUM (AS.D)E ABOVE MENTIONED CODE,FOR A BASIC WIND EED DESIGNOPARE SUREBY THE RATINGSSNDICATED DICTION DE SHUTTER WILL TABLE OF CONTENTS 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 WINO LOADS AREA 1: HV BLADES n& �A BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX. (A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19& 20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Mn USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE& WINDOW DETAIL —HV BLADE D #0214.01-03, #0715.01-03, #1004.01-05. #1214.01-05, #0317.02-06. #0609.01-10 AND #0210.01—I1 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 ARE? 2: HV BLADE T AND HV WINDOW BLADE AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) —HV WINDOW BLADE LO#0505.01-08 AS PER ASTM E-1686 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1. 2, 3) BASIC PROTECTION ONLY AND b 0725.01—BB AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A—F, CONCRETE/BLOCK SHEET 6 2.HV BLADE 0 AND HV WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL.LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G—M. CONCRF..TE/BLACK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE}14x2.75'AND #14xl.75'RESPECTIVELY.410—HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 .STAINLESS STEEL.SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 kai TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTT'ERMATE ALTERNATING DETAILS HV SHEtr 9 COATING APPLICATORS, REGISTERED WTIH 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—TG ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DITTAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-75 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION ill-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 S.ALL SCREWS TO BE STAINLESS STEEL SI OR 316 T SERIES CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN,YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE— CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDINGNG CODE SECTION 2411.3.3.3.4. ANCHOR SCHEDULE— CONCRETE & BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksl MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE— WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 01 : 12.13,14,15 AND 20 INSTALLATION DETAILS M—R,WOOD SHEET 16 HV BLADE 01 &@ WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S—X, WOOD SHEET 17 8.METAL SUPPLY, INC.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT6'779,582. COMPONENTS Of T END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18i15 APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT BS'458,179 ISSUED TO EASTERN 9.IT SHALL.BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE W ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONT,N000S CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 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 HO LOCKS. AREA 4: HV WINDOW BLADE M ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET'20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M. 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.U.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SRE IS THE CONTRACTOR'S RESPONSIBILITY. (a)7111S P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. I OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(flon High Velocity HLIrricone Zone,' b202O TILTECO.INC. @ 2020 EASTERN METAL SUPPLY, INC. BERTHA HVT �Q �CEN,` '�P !/ � I Accordion Shutter System \' F` iNC. No.44137 -: .:_ r •. American Shutter Systems Lvl_N4_�oE#�-W/-OR w/o fiK 1M _ 1 ..,•.•- ••_T^--...;......__._..,_.? TILLIT TESTING & ENGINEERING COMPANY _ _CRIPTION oATE oRANWBYBY MADE �_* n l-••• 6]55 N.',Y.•lalA.5!..$!e.30.5,YIRGINU GARDENS.rLURIUA J116E Association, Inc. 1 1 QLD 17-107 7/7/202 DATE: 7/2/2020 o STATE C F T/ Ph. :(305)671-1530.Pox:(305)871-1531 4268 WestroDos Drive ` """ �•. F, :•t;.,.,; / o-male lalocooaoLoom Vilest Palm Beach, FL 334U% .._S._. ._.._............._.._.........___ ,.............�DRAWING c! ,r. :� .._..................._........._— G-0006719 T.........___ 20—INVY .. WALIER A.7ILLIT Jr.RE.. < ��iCCs n/....... .�(j;`� f FLORICA Li,.d 44167 5 _._._...._.._.__......._.................T.....................S HEGT _—. V —fi '.................. 1 OF 20 7, ONAL .yxA'�EAL/SIGNATURE/GATc , �3'o sac W oow 6IAOC I(A a VARIES 1 200 •�Sa- 1. ,t..._...1. �i 4.657 CCD V ID 1 INV UNryERSAL FLOATER a �', OHV 90'/180'�STARTER COV:_ 5458179 QUALIFIED FOR USE W HV BLADE 1 !~• QUALIFIED FOR USE W/ lA' HV WINDOW BLADE* 6C05-T5 ALLOY AND TEMPER' �4�HV DIRECT S 60 BLADE(l) QUALIFIED FOR U� HV 6063-T6 ALLOY AND TEMPER _ *SEE LIMITATIONS OF USE OF BLADE (g ON SHEET 19 6063-T6 ALLOY AT TEMPER •373"-, .-c 6063-T6 ALLOY AND TEMPER - , 3;2Z6 ......._.7-1,500",,_ 1 R ..I ( r ITBP , �� 670. ..i.....T. _I � 2 b70 670 2226 �i �� �I 67ti•1000 1 ' h '7)HV ADJ. ADAPTER W/LIP `. ........_..9sc ......_... ........; 0 o7z o,a7g' �. its 3.21,E". QUALIFIED FOR USE W/ HV •.9zo - OHV_WALK OVER TRACK �6.)HV ADJ. FLOOR TRACK BLADE QUALIFIED FOR USE w/ HV `JHV TRENCH TRACK zss= 37 D( 6061-T6 ALLOY AND TEMPER BLADE(1) QUALIFIED FOR USE W/ HV Cl "' -- QUALIFIED FOR USE W/ HV Cl) 063-T6 ALLOY A)70 TEMPER BLADE' _ BLADE Cl)ONLY. �a HV RAFOR USE W 6063-TG ALLOY AND TEMPER vARLr,- rn' 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV _ t 1 9tp o• "..s3,@� i. BLADE`1 t St _I_I VhRI S 1.936" 6063-T6 ALLOY A.D TEMPER O06607 i 093I IT—?�•L.� 093 . Si 'r M0 o . .._... i6 3' 00 ... 0 m v 3520 � ...52U; ... _F ;__.„..„„._.,.3529........._.... ..gJ .,.....T �1; HV CEILING HEAD �5 HV HEADER/S�� EB (3� HD CEILING HEAD.R S L OtIlCUFIED FOR USE V! HV BLADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADE�ONI.Y / 1 / (� 6063-76 ALLOYY AND TEMPER QUALIFIED FOR USE W HV BIADE"I" 14 HD WALL HEADER/ M. SEE SECTIONS FOR VALIDITY` SEE SECTIONS FOR VALIDITY, �" �'�QUALIFIED FOR USE ' HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY ANU TEMPER 6063-T6 ALL AND TEMPER Tt _ ll (CORIPCNENT A [2- 1�20. ....(7) 2" s5 MAX 1/6 1/6" 0" - _- 19 2.5 7 VAX. 0190 0.190" _..........._..........__. t l�,�)SIfGSe....L�!`="•da"+ ............. .. 9 .. .... 1 ......._4/ t ,z' S MAX I92 0 192" 0) CORN X... POST S - - QUALIFIED FOR USE W/ HV MMINUM ANGLES '.r ---Eg • BLADED QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV ....................__...:....._................._...._.__.._:......._............_......_...._ 6063-T6 ALLOY AND TEMPER BLADE 01 ONLY. _ MAX. 0.139" G.131" ti063-T6 ALLOY AND BLADEDD TEMPER 6063-T6 ALLOY AND TEMPER �5.�1 2" 5' , i FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone; ,l� �llllllU� �Y, 02020 TILTECO,INC. 02020 EASTERN-METAL SUPPLY, INC. .................. BERTHpp a.. ............... B���H ....._..... 6Y �b T4: -�'s�_• Ns'''•'���_; Accordion Shutter System No.441 7 KV. BLADE#1 W/ O KV. WINDOW BLADE OR w/ American Shutter Systems �..._._.........._ �. TILLIT TESTING & ENGINEERING COMPANY .Lv.N DESCRIPTION GATE �...... BY: M.P__ q' STATE Oi l tiJ55 N.W.36!°.91.,SYa.]05,Mg4PiW CMOFNS,F!OgIDA 33167 Association, Inc. I QLD 17-1D7 i7!C/2D2 oA E: 7/2/2020 r/ ` `�,:'4) Ph—:(305)871-1530.F..:(305)671-1531 42ofi Weslroods Drive 2 ..,1.. "' F(ORID' � ,GiCAtiftec L1°^ West Polrn Beach, FL 33407 3 1 - ........ DRAWING No F' _1 20-164 *\G `` ._ WALTERA RLUr Jr.P.E. ......-...:....._._.__..-__.................................................._._.-_,—.�-........... "I'll, T1,F. SEAL/SIGNATURE./DATE (SHEET ��NAL� 1 1` C FLORIDAONI Lic.,Q 44I67 5 6 2 OF 20 4 576 .. 1 660 ,g _ ..... ....' 7 2 293 t/{-2Cx/J D p . HFAO t TI RCADED ..� NOUSr G ENMILL p 4 1 V Y (2 FW.. TMHFAUED •'DIE CJ3l _. F�0 •^ h I ` m4' , t a (z^'1'.) PANTED I HOUSMG E—EL I o1 ei3,s�G3 ��WED PNHIED y I I � f '1 ( ` C2:'.J�.. I _ E c5 � N N _.062'.: S: U r ' W' I I i EKNOB. ml .. tr' .��I _..i BR4S5 CNNDEA B� s C"OM ..... ...... .___._. __ `e �54•Ra \J( �" __ I h KEYS(CHNONE (CHROME PlA1ED) ........._..._.__................ ......._.. (2� H CENTER 4s ' ' -:. a _I i P A E) QUALI LED-FOR USE W/ FIV DEC)& �j ONLY 17> HV FLOATING CENTE M TE••� 0hN°,.r' 60`*� 1t3g5 y `�j L A ® HV LOCK ® HV EGRESS LOCK 6063-T6 ALLOY TEMPER QUALIFIED FOR USE W/ HV GLADE(1.)& 1A ONLY ... !. 876-, QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ IN T 6063-T6 ALLOY AND TEMPER �3'� yV CORNER CENTERMATE BLADE;& (G ONLY BLADE 10& to ONLY, .............._...___.._.-_. ! QUALIFIED FOR USE w HV BLADEQ)ONLY r,zso o D [,97a 60 3 T6 ALLOY AND TEMPER LASDC HEAD i sla' --;51J 1 756 MOLDED 922 M i ?045 2 f' OL TO .. _. SCREW .. _ s I > I L t DDo fi•... I {c�i: i p6�1 O / ^f i^ 625 +i ]60"AFTER RIVETING h I s y` rc! mFy 1/4"0-20 z 3/q" REFORF.RIVETING ,n i`� " 1}Ir NlA S.S. THUMB_ SCREW lf4"0-20 RIVNUT* *SERIES 9444 ALUMINUM(2024-73 AHOY)LARGE FLANGE THIN ........2.750..............._, ro ,_2IS9..,_.,.,. ....3,.,._.................:._v` '- Ib -_. _ { SHEIT NIISERT,PA FACTORED BY AVDEL PLAN `' FRONr ELEVAIION HV MALE "T" LOCK CE TERM _ CHERRY IE%TO ,PARSIPPENY,NEW JERS_ 07054 OR EQUAL. r�I LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR VSE W/ HV BLADE )ONLY (2^9j HV FEI�(ALE "T" LOCK CENTERMATE �� HV "T" LOCK ��' V_ ALTERNATIVE C �'� 6063-T6 At AND TEMPER�-� - QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE GONLY QUALIFIED FOR USE W/ HV BLADE(11 ONLY W I'iV BADE 1 ONLY. B'.ADE 0 ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' / O 1.917 1 917' _. .,_.... ' .v,....� 3.161 i.. ............. 1 ? 5— ii Im 0 3 T I � 063 I I` .,:� ; '1_„�a 34 _ _7 0,],?.. 32 i Q�� t THIJUSTURN .214 C' Ob3 b62 'L# "' CYLINDER OR KEY CYLINDER *v m x: LEA; O.B75'MIP �� :0 405 m o, l o tr r n 1 .125'Ma.. CJ HD CENTERMATE W/ NO LOCKING ROD ?l HD CENTERMATE Wf LOCKING ROD o IL _ QUALIFIED FOR USE W/ HV BLADE'i`& 1A.; QUALIFIED FOR USE W/ HV BLADE.`.J�t&i1 A' 6063-T6 ALLOY AND TEMPER "7 ° Hp CENTERMATE'S INSERT ` ` 6063-T6 ALLOY AND TEMPER vARIFS 12"MIN. QUALIFIED FOR USE W! HV BLADE Cj& lA 1/4 20 S.S.OR D!tl to 11J0 6063-T6 ALLOY AND TEMPER II .� ACRAL TIUMDSCREWS _-_.._ - tl/2- I ! -THUMBTURN 1,.--� r ._ .. NOE JI- (SET.DETAIL_) R (DO - OR KEY ... � }. '� .......; L._._..,.i CYLINDER �USF / _...,..::'_i '_..37s'a � HD LOCK QUALIF (1j r41, 3 8„fb—'IB ACET 6 '`J�. (3T HV 1/4" 0-20 AISI 304 6Y RECENT HARDWARE MURIISE LOCKS SERIES 2333 HOOK BOLT LOCK. INSTALLATION WILL REQUIRE A 7/16- HOLE THUMBSCREWS "FRIES S.S. THUMBSCREWS QUALIFIED FOR USE w/ HV BLADE`)& (1A) D ILLED AT TRACKS FOR PROPER EMBEDMENT QUA IED FOR USE BLADE(J; QUALIFIED FOR USE W/ HV BLADE`7,� FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone, \\\� rYl�• �(��j!/i�� 02020 TILTECO,INC. 02020 BERTHA METAL SUPPLY. INC.,V...._.,.- �.._...__._�G... . ..... ._ � THA � rM ' No.44 67,. � S 1!v. E IC ® i N c. o L ® Kv.Accordion Rw/SohKxOir��oow System American Shutter Systems ......._._...:.._............................ - ---..............._.. TILLIT TESTING & ENGINEERING COMPANY 'ev.Nr DESCRIPTION O�rE :DRAWN BY: _. yy/J,ry,� �J 1 _...._........................................._.._...___......__..___,. = STATE IF �w�b°/ { F 6355 N.W.351m.5:.,Ste.305,VRCINU CA ULNS,i1.0RIDA 3716. ASSOCIOIIOn, Inc. OLD 17-iD7 /�2�2D2 DOTE: 7/2/2020 "40RIiA.••c�`���� PPPP. ( e - o^ ) I-1s31 West Palm Beach FL 35407 ..............._...�_ ._ 3D5)B71 153C.Fax (J05 BT 4268 Westroads Drive = t s -• ik 6ltNroocPLc ... ----{--!0 'ING a S�...... cA-000a7ts ?................._...._............__........__..... Y_...._._ 20-164 0NAL E \\\ WALTER A.TILLIT Jr.P.E. d I_ ......................................... .....__...-..._ ............ Arnuu11111� �` SFAI. SIGN,4TURE DATE FL.oemA u�.F 441s7 ?......i...................................."............. SHEET_......_.......... i 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR j HV "t HV A' N1N.tkll?�N ^`� TC FAME i 0625" 1Q HV BLADE t 4 711�y �F� NAh' JStfo .. .. lt 3® HV BLADE to , t_>a a ~ a HV LONG RECESSED NYLON BUSHING i Y N p_E .OU25"•` -4 ..... .. .... ��FFIS 39 HV oHORT RECESSED NYLON BUSHING `3� ;f( I a�'" l4_�" s t t © HV NYLON HAT WASHER -« DOR ® FIAT PwT10 i ' j// n i(>yt� , 41 :� _. £ , XHJ WHEEL CARRIAGE AISI 302-303 SERIFS q 0.810"x3j 16" THICK NYLON WHEEL 1riv 0.188"0 AISI 302 SERIES S.S. RIVETS, .1. E•...•....._ I�. ' !315"rs BE' RATION. _._ ® ' 3 4 ACCORDION PIN W z8 HEAD * EXTERIOR '-�-=} ! ' 1IEENN II P 1 Jb "��'•' Y ' / ! OPENINGS ' w 71 ER5 SEL71Gti.z-Y 3 ITV 2 3/4 ACCORDION PIN W/ #8 HEAD ai �:. ® PGIYCARBONATE IMPACT RESISTANT HV WINDOWi , - : i I, It 'kN!TY CA HV WIN OW BLADE ''I A' AND I II ' `" ° !, ;€• t3 POLYCARBONAlEDBY WINDOW DETAIL y!f(SU H07E FOR I ;I '� y[t REQUIREMENTS) '� 1:OR �A1 ' i .�/I '�f:f'OI"GiRstr'N1al'`:14NS 403 _'�L.(Tf;T, { Y �• ..._. R--SINS,IMlr` 1ST.ABiLiZED GR 1< PIE * HV PIN REQUIREMENTS AT ATERIOR BLADE KNUCKLE FOR 'NIvO.nTfV FPLA,TIC L EVAN 103 i?.,f.. (SCE n HV f14 ¢ I I) �U 0 I i .E ...,TIT •P'° C!� SHEET, iJj a� ............. .. _......-'-........-._._....._....._.._.....----'_----' -'--'---.._ '-` :+Y '^ 43 o ALWAYS E':: U:Ek.' .+T ALL E:hT:'r: n 3® � _ , ' R I P(TT, N! KNU::Kt,i S OE HV ACCOR 40N SYS-EM W/ i iV( ::i2 ;I �8{ (I! POL'CARMONATE SOURCES MR 44 H,' (%ja.r'uie:. TYPICAL SHUTTER ASSEMBLY ' ".j I,I.,rt EXTERIOR r:. rv'Ft4lA:F. _....._ __... N.a�l i•'•j .,'i,, o.,{ �•T MAY BE i)SEC1 IN �iELI .`.F AND CNL.Y - Ft.... i, l PIN-f 2. R ,AT :'•; mrx rx,r CxT-RiQR -'`TT)M KNUCKLESNV ACCORDION SY;:1 t".tr1 Wj ITV 1) mo 4z+. , 3LAOE'S KNUCKLE. �— •` ,r2 (SEE NOTE - FOR `' SF c:r':c czT.rr scru OJ9'f L AL_ 'NH EN CkRL Yi1NCIfdv (0 IN.. T_LATI:)N "11", Stl :: .. C1� � < A3 S 1 REQUWEMENT$) yy Tear mkc sr.,Ewn. .:sn.We 9.mx - >.`J�•, ! I FT Exru+.s-Niac*>•a�:e... .c�u r.:�o tz..uc +'.wn .,, (,3` .. £y1 OR C WI i!'L` ).D. ,!1&' Tbil^,K S,i. \'t^ !9ER P ': ✓ FU.n; .NocuruS >.�u ez .._,,.—1. SHALL E' USED I v!Z DIRECT F.;()U`NT i.MST•ALL^TION .PER QUAIL X, :zor) a..0 cz W F, S.::t_• �7t• .I i ..J �, TL+�.;!vnre�mir>fr�;EMsrr'>r j WHEEL CARRIAGE DETAIL �uKe o nsn sw nze=a ;.z x x 4.> ''✓11W.. OF'UIWM.1. p1.OL35 O—t li.US l'-t tIR .�.'.�. N, � SE"ICWW" A51u 0"zt, ti)JJ'F cy;T Sr1i4N4'rN N'rER'„!AI'aEit1N' R+IY RJI YXil u�f.:. fx1aJ p,e.,. 1 HV BLADE SOLID & 1 A HV WINDOW BLADE DETAILS evL¢SR '' ARE'" FLORIDA BUILDING CODE(Dori Hash Ve:ioc:!i-y nk:f!'i;;C r:E9 zor1e, 'C20 11L1EC0,tNC. 62020 EASTERN A{ETti. :iUPb'i.'f. INC. +FIl(/tyP. BERTHA HV ' C ® I H c la ■ r ® LV.Accordion `#1 WI/OR W Shutter V, M V» I 1 r _.. .. 1 <_3 a rl0,$• ^ri = '=� `> American Shutter Systems -- _..___._.._.______ _ _ C f ;_..._......._._.._..____.._...-- T!LLIT TESTING & ENGINEERING COMPANY Y 'EVEN. CESCRIV:{CN .._._ _.GATE arn'N 9Y: u.P Association, Inc. cl: 17":1ci` z/26T c,:E: �rzJ2a2c 7}' •� /? O7 S K:v.7Gl'n. .,Se..+05,Y:'iG:NI JiOEt:1,Ftmi:^n..3rt'.i' _ IDri ��._.. ,..W......,,_..., ..,___.__ __= r"7E;r;' ' , '" ro.a:r.(aos)Pr_ts.o. en,. r,ns)e1;T._rs i u8 4Ve;troOC S: r-to'r.•IRn-ca.:-4m let r•rn Beach, 33 C 3 Cam.,. F. f � --- c-•cu��z-s _ ..1........._...._.,•J'220i''1ra6 %/ F (/•s I C .•:a wa�R r:U.a ar.P.e_ + ....._..—......�... ! , !.i VH /�P tS'S,r•.... �� �� F"LCR""U. 7+41G:' ^ _ .._..........«.................._.. _....___ — _ _._........_......... n F' � "'-t./SIGMA L)!.E/DAIE i`. e4 _«fi ,. OF 20 '+n1111114 *NOTES ON HV LOCKS AND CENTERMATES L'X1NDM Jtt ONE HV LOCK- or g SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN t/2 OF SHUTTER SPAN FOR SPANS UP TO 105'.AND FOR INSTALL��)TIONSs,�A7 ANY e - •• __....*..._.."_-... n r l ELEVATION.AAT NY LOCK 1/4 0 20 It /2 LONG FLAT HE AS AN ADINSIDE S.S. M S. LOCATION OF LOCK SHALL BE AS INDICATED ON +' { ', `r. ? a'• ? CENTERMATES E W _ ; BE -`-�, ! TYPICAL SHUTTER(ELEVATION. " t 1;, ff iIIIl --al ` 2. � �;If DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, LIP TO TWO HV..., LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES l v 1 1? ivc OR�a SHALL BE AS INDICATED ON NOTE ABOVE. W l -i ( J i t o-µyF ' --'`' O jl i y IALOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 33. A-y 15 2SEO W/TWO H.V- LOT�d BUT BE USED IF DESIRF,D TO ENHANCE LOCKING RODS RPERF69MANCE LLO LOCKING RODS OR AN ALTER POSITION, DEVICEY MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). � r{ MF . ! �� i ,' 4. MANDATORY CONDITION /2. ONE HV LOCK C�or SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN 7 + n..t.-_.,.I si j �� _ L AND INSTALLATIONS AT ANY ELEVATION. HV LOCK(g4 or SFiALI BE USED AS AN OUTSIDE OR INSIDE LOCK 1� v }{ it ( f j { f� 1 v I A7 TCHED TO Q�CORNER CENTERMATE W/(2) 1/4-0-2,0 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS NDC-HVC I I i I ,I A OP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, � p-- �' MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 4 �71 5.1•IRST All TO MA1I'1ATORY ONOITI I 11I I I 1 j I ���..�_� Oti.�.l.YflL12...ONLY_.F.OR..HY.L 1. 1 0$„ .� ONE ALTERNATE HV LOCK a MAY BE USED IN LIEU OF HV LOCK g�or FOR ANY SPAN AND - INSTAl lAT10N5 AT ANY ELEVATION AI,TEf2NATE LOCK 2� MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT oD-N D ? 'r OF 1/4"0-200/4"S.S. THUMBSCREW TO f}r OR� CENTFRMATES SHALL BE MADE W/ 7/4'0-20x3/4'ALUM. `3�� " I ,;-Bp j I j oo} ! RIVNUT AS SHOWN ON SECTION WE, SHEET 8.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO tB"MS�,' I 1 0 l j _ LOCKS AT 1/3 OF SHUTTER SPAN, 6• ONE HV LOCK t,4 or or 2`'6 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 86',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or�p or fD MAY BE USED AS AN INSIDE OR �-^ I OUTSIDE LOCK. ATTACHED TO or 0 SYMMETRICAL CENTERMATES W� ! e. , c �y /(2) 1/4"-ZO x 1/2'LONG FIAT HEAD S.S. SEE END--� ! r M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS W cot NCCTIOIJ ` DEfA1l5 ON Lam. (F> ,H�r >C�j7 10, (L, .'tl�? p;•'lo; C L { y CK�� �1 `Lt OR�7 TOP AND BOTTOM IS COMPLETELY MANDATORY. / SHEETS 10& HEIGHT, FULL - i _ Of CORNER *JLS OT€ ON HV "T" LOCKS ,•AND CENTERMATES: ................ ........ ......... ..._...... tixtulREp w!mN...._..._. ... __... ....... ; I. CENTERMATE I ONE ALTERNATE HV-T" LOCK Sd MAY BE INSTALLED IN LIEU OF HV LOCKS Q OR FOR ANY SPAN AND i ox6�l ox0 (7) Joa lD rL13J 1>a INSTALIATIOjJ AT ANY ELEVATION.ALTERNATE LOCK `fO.MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT + r-_Y �p ` OF LOCK 50 INCLUDES USING REINFORCING LOCKER(qr, AS SHOWN ON SECTION HVG, SHEET 9• WHICH MUST BE , �_ C5 103 t�.C a -------- CONNECTED TO CENTERMATES 0 AND 2�j9 W/ 1/4 -20 x 1 )/2• LONG S.S.THREADED BOLT W/7/e"o x 3/32" i ^�. \/-� �. WINCHUT OR W/ 1/4"0-20x1"S.S.M,S. INTO A 1/4`0x 5/8" RIVNU7, LOCK MAY BE INSTALLED AT MLDSPAN OR 12" �6;!•�7)• TJen�)f`7 1•,•y 8)as MAXIMUM ABOVE AND BELOW MIOSPAN. USE OF TWO LOCKING RODS TOP AND BOTOM IS MANDATORY. G`@8 19 •1'7-C2)-6.A` *NOTES 0� Hp LOCKS & CENTERMATES i. HD 0_ +�4 W/ HD GEHTFRMATFC{'t1 OR 13'�W{:�a ; ONE ALTERNATE HD LOCK MAY9E USED IN LIEU OF TYPICAL, I HV BLADE SHUTTER ELEVATION HV CGGKS 2S OR C X FDR ANY SPAN AND INSTALLETONS AT ANY ELEVATION.ALTERNATE HD LOCK 41 MAY BE USED 14,T.S. AS AN INSIDE oR OUTSIDE LOCK.ATTACHMENT OF HO LGCK J TO CS3 IS W/ 3 Qfl x 3/8"F.H.S.S,M.S,AND INCLUDES I REINFORCEMENT INSERT 4S AS SHOWN ON SECTIONS HDB-HVB AND HOC-F?VC, SHEET 10, LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE Of LOCKING RODS IS COMPLETELY OPTIONAL _.__...._.__....._..............___.___...��._ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; MI Illj) k 02020 TILTECO,INC. @ 2020 EASTERN METAL SUPPLY,INC. BERTHA HV j�/�i, warar�sawn TM �P '��cFro.• '' �T�IL AIL Accordion Shutter System H c. Is H.V. BIDE#1 W/ / H.V. WINDOW BLADE oRwo No.441 - American Shutter Systems " T 7 ""'"' TILLIT TESTING & ENGINEERING COMPANY Y rv.H OESCRIP71DN PATE CRAw7r i1r: M.P _*: Association Inc - ___�;T.-.__/-,. 63�5 N.W.3616,St..Ste.MS.IAKI IA DANOENS.rLOWM MISt + _ 1 01.o t7-107 I./2/2D2o;OarE: 7 2�2020 U: STATE 0 = Phone:WDst671-IsaO.FCA:<DDs)a71-1531 4268 Westroods Drive, z _-__.._..._._....._ ..I_•_...__.T.. c e-mml:wrewoaoL�am West P01rn peach. FL 33407 -3"'" "'"'-`""-'—" + -�---!DRAWING No S%�b� ' FLORID � �� cA-000671D -- ..-........._._._..__...._....__ '_..__-- ...... n ....,_ /� y�,r ��i FS '••....... ••rr.\� .-._`--- —_ {YAI.TER A TILLIT Jr.P.E. 4 ,.._............... ...........__.......L............__'I' V-• V Y I V ` • ` FLOR(OA Lk.9 44167 6 S 0h'x .,ZEAL/SIGNAT'URE/UA1E -' .__.........._......._................•......_..................... HEFT 5 OF 20 ^CONCRETE ANCHORS POURED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK` CONCRETE CONCRETE-•, SHEET 13) REQUIRED ..1/4'0-2Ox3/4'S.S. REQUIRED I .. -. x CONCRETE ANCHORS MACHINE SCREWS REQUIRED• f•..%_ `I' (SEE SCHEDULE ON N 1 d"-20 '1 CONCRETE ANCHORS / 17 18 RSA FEYrONE(SEE NOUNNNp®ON SHEET 7) f �j/ �/ { / / r (SEE SCHEDULE ON SHEET 13) • //xI / / SHEET 13) UT 12 O.C. € 1- =. r" )21pR,`4/ ✓ % Mn I _1/4"0-20x3/4"S.S. ' N EO EQ- MACHINE SCREWS EO EO�` USING 1 4--20 NUTS sE ., o 12'oC. E. C• ,.250 Max. 31 pK r' r I,-„'e"'1, ...._ 13 oR 1 5 5 �'/T OI zL•D' �11: I ..250'Max. t , ) ... Max. OPTIONAL I I ! a �-OPTIONAL / T 1 MtL S♦PffRARUi [ f t F ./{ / i/ ,,� F.. ....•�€�L I. 3 € I)1 I.• lilt TO(SASS(5c"E A [ A F i C 111f 1Ea�'0E G7A+D k ��ttf "' )FOR 1 ' IE T1;I EXISTING ,,,,, MIN SEPARATION TO CLASS i•r ��.) 1-. I T I I.5 T an vgT 19 Fqi 4 I[ T 1 i - `� I LL'I r -" SEE SCHEDULE ON SHEET 11) -- CLASS....1.EXIOSTINC J F P r , MIN. SEPARATION TO GLASS : -. ..-._...._.. ...__...__...._..�_._„_.._ .. _ k _.3 �1; t o t ' ' ........................t 1.c......... _...m....) _ `—(SEE SCHEDULE ON SHEET I I) EXISTING GLA HV WALL HEADER INSTALLATION CA) HV WALL HEADER INSTALLATION ..._..- `� HV WALL HEADER INSTALLATION + KEYSTONE EXISTING ... ... .... ....., .....:.......... ........ ......_ 4€ i...... .._ MIN.SEPARATION TO GLASS ........ �IF..... I.S ,3. GLASS--) NN GU�ON a ,f 1 T T ''—'-SEE SCHEDULE ON SHEET 11 1{t 1 I.J i T :'1 OR 7�P ' T ,a. ...j') EXISTING ( )... oixA (SHEET I F € L MIv. sEPARanoN ro GLASS I F GIASS I 11 FO1 B.ME,'DAND -IIIl y l 4 I (SEE SCHEDULE ON SHEET I I) f I£ i+€I dl I M 9EXT 19 TOR 9AOOi 0)d� j I a EXISTING .y' I / 1 ...OPTIONAL IIII I _I ' e GLASS F r �yyi a - % Ili` J I I �..` € / /, I i� ) r..1/4'Max. /E OPTIONAL E t^ (I \ i 1E1x...--- .:L�I % � D (19: -ED -ta- OR 1 4� 1 r-- • _ ,.I/4'o-20x3/a"S.S. 4 �.0 / �r- r EO -EO-: PHILLIPS TRUSS HEAL / / /I 1/4-0-20x3/4' S.S. PHILLIPS / _ / / CONCRETE ANCHORS TRUSSHEAD MACHINE SCREWS - '-CONCRETE ANCHORS / -20 NUTS�+ 12 0 C SEE SCHEDULE ON MACHINE SCREWS USING r LL 1 4- " POURED CONCRETE DU W/ /4--20 NUTS 0 12-O.C. C�HV�WA (SEE SCHEDULE IN 17) I Min. , )POURED CONCRETEORUCONCRETE BLOCKSHEET 13R CONCRETE BLOCK •- SF REOUIftED WFLL REQUIRED -QNCRETE ANCHORS SILL INSTALLATION ( .E SCHEDULE ON �F)HV WALL SILL INSTALLATION POURED CONCRETE..._,' SHEET 14) t_ OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION. No, ::F.Q....�.QA,.�1. n0N.._Q�...E�Tt4N5: _..___._ __..___ 1(--� INSTALLATION DETAILS W Z I1- SEE SHEET 4 FOR TYPICAL SHUTTER F . EOOE DIS7aNCE SEEU TO S OF SE OR ASSEMBLY MITA N.__...U._.F_2- MOUNTING SECTIONS CAN BE COMBINED EE SPECIFICATIONS ON SHEET 1_) I BIACE U ON SHEET 19 1'.) HV BLADE IN ANY WAY TO SUTr ANY INSTALLATION. .............................^.�-__ € FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, ` `\�L�utllll�llllli Itt�,� 02020 11LIECO.INC. 02020 EASTERN METAL SUPPLY, INC__ -_- ``\�•P�'�F-.... ..r \CEN;', .•�'- 'ME �M� Accordion Shutter System -� KV. BLADE#1 W/OR W/D RV.W1NDON BADE No.441 17 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems ;,.,o OESCRIPiION DATE I D11aWN BY: N.P Association, Ina e<.n._f,.i 6355 N.W,:6tM1.St..Ste.305,MR^+W'A GARDENS.FLORIM 3 16• OLD 17-107 i/2/2D2i DATE: 7/2/2020 STATED _4)z Phone:(3p5)an-1530.Fox:(305)VI-1531 4208 Westroods Drive 2 ( DRAWING.No p F `�' e- uil:6Reeo4'caLcom West Palm Beach, FL 33407 3 I i 7 T ' �091D In '• WALTEH -OW6719A.TILUI r.P.E. 4 I 20—1 64 ...• • .C,��� FLORIDA Uc.8 44167 5 I ''•i,S�ONAL ��+� SEAL/SIGNATURE/DATE 6 ( SHEET 6 OF 20 ......_._............... CJN SEiE r,V(.F:JFtS � ( ..........._.„. I. .. ..... t. !.. NIK`kFNLRNr y.•q, . P CONCRETE..,...., S SCHEMA.,ON SHEET 131 Ill ElM (aY ••.d I .._.. .,1l OR A� ...-} _ r. N ,fNu<AVLN 1 5 I 1 RLOURED . ...f s,11t:UEC a 941, isa•I:� i _ tISYING iK .. "\i,� iD s �;;l ,• p �lJ X Y ... EDGE t)F' •1 ful utN TIn.D tYi 9.9Fl 6 R. t 1 K SW K < S:•rE'r 11 0 i I' l°c APPLICABLE EXISTin �" ' / / r.L.aSS%; , {al_r.ei n) E 11 �✓ t p ' -t Ef...// / .�✓�/ , Al vi.nOR ' ._._... R E Ex;StINr, ! / ''✓ /� -C::ATKN rr t 1�`v •+ f 1 CLASS-'f I Ir '�-, ,,•-�"_.„� , 11 i 5 F ...h,1Lz3;a`ILEX WASkER I'F.nU j 1j - I 1 } .. 1 r on 13 oRt15.. Jf a.uuu t'x •ttLvrs a t z c. f I / n sc EDGE G I `.I'. h� w r.• rk NN ,,....COMCf>CT'c ANCHORS ...-....;a.........._._ ��,�._... S.AH I.. pp / ....... iSCHEDULE „PPLIt:ACILE (SEE UN SHEF r 1D1 F.XSTING r __._._ fir_..,._.__,l / (. / Y !� // .'', /' _..EC3v OF /t /I CE:SSa'--' i') 1 }k EDGE G!' r I l f f / SLAB IE 1 }i tCI stall r 'r✓r %Ii // i 1 /.'"� ..etGn OF 1 , /r / r aPPLICtv9l.k !f, r / I/,� 1 E J•'(G ¢ISa�Mt F Y : vaxr vt }Ijt 1 / HH.L .IhE Y!5_ttu Ct+S^'i t' I j / N��t _._..E. U ..,P�'R I n la t1,...1,.;ON R 1 -ft.iCRS !!ru!EJ<t V L ,•i a r , .• ® POURED... t/..__...,:.._. / ...�._:.. / / ,, c t 'y 'JN_ (SEE-,.-_CUM.ON SHIM. 14) o , i OR Ilit ;ihE;RErE / - /t REQUIRED FEAT tl�ur r.,:N atr aN_,JR a;.QUher, I ..,. U,......_......... _.............. (aCE S-H \_E:ULE_`..SHE- -) /11r, l - 1 TRENCH INSTALLATION VAUD ONLY FOR UP'TO +70. -75 P^SF A.S.D. (13t HV FLOOR INSTALLATION t CI)HV WALK—OVER INSTALLATION DESIGN PRESSURE MATING & FOR `:PANS PET2 ST HV CEILING INALLATION SCHEDULE #3, SHEET 11 (E tF HEDULEI-O'i.,, .,. .. �Lx xx—Mr-� ._I wa.oex oN x 1 I I P T) lnE'A/..YRt Y, t f...,•i C Ex6Tln _ ° t EXISTING y ¢ EwiSTNz 1 { u Y if.`iN.^E4YsY G:.1! t i'C1h�i5 Je;'6 ( 4 Sr1KT'N .,,A:Y I ,aa? :...._ .Y ..p f 1/ OL>S`.' v I{t 1 'I' DI.vS$ I I._ -'l Y (( ( , Y t 3 11 (S.li' _..._....\t ) A t f 1 t v'1$'.FY W 1. :IQkS'Nj I O.C.FOR: 1 S C SIP.AND 1 � .._ CL rL .fLX VJi(:l:.R Rt+n 1 i f t'Fl 8 V W%.ti'FYY! �,�.,•Li �� 1J yS'y y i .� .^ .li:: T-F:5 Notc 11 IN SN+F}r Ipf{t/'f) �. .. 7�� 't 71 J� t *sa.h'•-.___ - ;�.}.. tI1fL'x f4'FItX C II.Y jE FUn UWIATIU 1 WASHER H +,U E :. rl � 1 V•!J I i k SQRi Ws ; [ ... ........... I_, GD N s a'N._ Q`.tiz_'j a- HEX Hkr_) (L'�'J C.< ;J4'.w-20'.S M° ' (:ONCRE'F id•ICNPf2S ' {p1' \ 'S ,q 14x3,4' SUS ............. illy c�y: _. ' ... �::[' , x { .. b \J !s NUI", . F} / h!MUFF 0 9'O.C. (SET S:,:-0UL_!::: /,f SHEET 141 :. / F` r _..... ,--- r -"s_! F1 '+�L-..--I S`'�*'' //� A or1r)eC::FFi'i•i�In / 1 -''-r1 / + 'r A LC ! 1. !_. F. N`r fi-ac. +oUf:il G iURLIL ArfCE-M i-z.NOTE 13(P) rv..RF C(1N.Rt-.E E�Sc.,IEO,:>. iR, SHEET 1 I / p coNCRE N7 BLOt.. SWEL. '4) P IJF rO GP.E,,. C\F%EEi 1 .............. n+ )(i:'. Ai .. .... ,_ ^... .,.. t,.:_, .:.... .: REQUIRED OR CONCRETE BLOCK ........,t P(`Ir r f{(tiQU.RL `. ;M4}KEYSTONE MOUNTING INSTALLATION J Rc K, HV WALL FLOOR INSTALLATION L1 HV WALL WALK—OVER INSTALLATION M!a1M N xS.D r.N a e. e, 1z ca "Owe.itfJITF.N$:=AN 5' J) HV RAINGUARD INSTALLATION t NOTE. _ : EDGE t R(HIS MD.'t iLAf.Vr'r1{E;NI _.r. eOvE DISTANCE Gt ! _ f4 1- SU"..SHEFT e.FOB{ ':�l.Cal StNiT'E€f, (SEE SEF.CIneAT1ONS ON SHEET' 13) 'B IICC.NrE-TRA ^�AG i:'ERA;,;LC;.zN' I ♦ Sk:r.11}A(IA71 ON5 OF USG F // r,EOtINr;'M SECP.ONS L:.A'.HE CCF.tn NF.0 —.-.. .._. L. INSTALLATION DETAILS W NV BLADE i IN ANY'AWAY TO SUIT AN'!it6TA,;.;A1'IvN. — -- -- FLORIDA BUILDING CODE(Pon Hlgn Velaciiy Hurricane aorle; `aT�U�i'it�tlll I f}44�ti 113021)TILTEQO,iNG. �,e'Oi0 f.ASTF.RN uETaL SUPPLY. INC. BERTHA HVIP �'° dL E C ��� � e Accordion Shutter Systc:rn (;I I _....� ._..3 H.V. BLADE 1 W OR W/O H.V.'MNMV MAX NO.r4 F, ' _-_. American -------r... me scan Shutter Systems �- * �''�df,Je?{> 7(LUi TESTING & ENGINEERING COMPANY .s�.N.y DESGFINT,oN � onTE ;pN.rl'irN 9r: N.P a,. ;.r AS30CIatibn) Inc, 1 ) 'r i a _ r / ss N x..%M sl..,:.."c:.,wnsely,(:.VeeeNs.P{cec�s1<y:: OLD 17-i O': .Je"UTt�aoiF.:�7/../20:.0 y S T"t Ph-, (3U5)F,71-1350.F..:(304)371-.15;1 4268 Ne:s(roadS Drive z _.....y • :� a-Hnil.Ota w-J.— p.( 34.,i ._._._..__...._...._.__.....[)k2Ri1`LNC IV u^ %U�•.'�OR.C. .' •+ Nest 7hn l3Ncck1. PL. _. �7 5 j ss,�..... _. \;L Y,fLTGT A ltwr Jr.F.E. �� _ —1 64 !q ONAL rl.. �,-.,AI t..4. ...,,.r Ftorra'.U. N aa1e7 y _..I_.._.......__. SHEET 6 7 OF 20 J, , 5EE END WALL CONNECTION DETAILS ON SHEETS 10 dE 18 _ SEE NOTES ON LOCKING PGOS T® HV LOCKS©or t ' i I AND ALTERNATE HV LOCK @ ON SHEET 5. OUT i 9 Ta�y�I r IN I r EXISTNG GLASS INSTALLATIONS W/ ('-I) HV ** L 1 I """ l BLADE SLACK DETAIL HVF IS VALID FOR ALL BLADE W o / HV CENTERMATES CENTEPMATES APPLICATION WITH BLADE OR SEE -END WALL CONNECTION PETAILS QN SHEETS 10 & 18....:': r-E%4TING GLASS 2•x2•x1/e xo z � .., 8 + 8 ox 9+ oR 1 + 5 ... ._3.1./9-........ ............. 7• B t/2' 7 (6063-T6 ALLOY)ALUM. I I OPPOSING - -' -' ANGLE w/(2) I/4 P TAPCON 1/z' ®+® -_. ._......... - SYMMETRYCAL ANCHORS TO CONCRETE I "- ( CENTERMAT ES i (TOP/COTTON)@y - d10x3/4•S.M.S.® 12• i ` r' - AT ES SEPARATION - (4)#ICXI/2•S.M.S.TO TUBE{ EE I O.C. FULL I.ENGHT. W/ HV LOCK• 4 Of > s TO GLASS At EACH ANGLE.(YP) r W H Of (SEC SCHEDULE 1 _..__ i. .C OE SHEET 11) 1 3 *V IN _ \3 3 ! __............. j.__. -, ...... ._L ...... ................_.._._....___S__..._.--.. ... __..._......... _._... ! __ .._._.... __.... ....... ... _ .................... , 1 I - Cy- I ....... .. !! �} .,r ............... ...........----.._ I .... i.................... .{I III c� '-----.._......................... y I I,-._ `S... It ... ..._, �LT.'-- y— h - ...._.. j { __. --'-10 ---'-- .. ...... - ......... — 4... .0� gyp; ' L ? . HVB HVIC -- 10 �`�©•®°"©+© HVA © ®�10 •O� EXISTING GLASS POURED CONCRETE BLOC CONCRETE OR .©•O ©•O O.O 4__�_. _._.... SY INS y----pO --.--_SEPARATION BOCK WALL $ox 1 8 oA 8 7 ox' !_. (CCC�alll nx ExlsnNc; MMETRI O� �'®°" M GLASS •8•, 8 oa 9 3 oI 19 5 EXISTING I l' CENTERMATES 6,' L-----•_---%' Illro cLnss 5/ G REOU4'IEU 1 `^f•O O+O O♦O J GLASS I > i� ""* O•®oR�•®�®+�op IS SCHEDULE I(`�!'•. ! -7- - ------- - _ I` ` ' W! HV LOCK Lfi OPTIONAL I - (IMFRIOR) ©'®o" ©p 1 9•�5 ON SHEET t l) MIN. SEPARATION,. ......._..._.._..._, v= IC// ry !�Z: I _ _._.... ........_ ....... ..... ._. TO GLASS `� I 1 2 J I•- .. I.... ex© - / (SEE SCHEDULE IN OPTIONAL - z'I •,_.f ..._..__...........__-_._._.._._ ,._,_....__....... .. .... A ............... ......._...._.._ T ON SHEET 11) ........... ...(INTERIOR)_ s I t L ® CONCRE -- TE L0 - --- - ...__ ANCHORS_I._...._ _` ...... . :. _ 0 .i4 ..,...i..: 1 C,;'----- k .._ - l1 i6.O.0 1�1�1 1-c rK f L, .__.........._ 35 , ® vn tIE � i� _r �?.y , 4, ..!3} .._... .gib ...... . ._ ; . y _—. .............. , a 2� fi ..... 1r. 1 (EXTERIOR) HVF** OUT B f HVD - __OUT HVE FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, �4'r IWIII 11014,rG 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM ....le '�'' Accordion Shutter System ' 9 i L f E c o i H c No.44 6 . H.V. BLADE#1 W/OR W/O H v._Wlrmow BADE 7 cam :.__�_-r r� ® mcc TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems •;�_v_.N_ _DESCRIPTION - _DATE DRAWN BY: M.P STATE TF NRGNa GAROEN6,RAPIOA}]16' Association. Inc. OLD i7-107 :/2/202'DATE: T/2/2020 `CORI ` �' Ph-:(305)971-1530.raa:(305)571-153I 4266 Westroads Drive x _ DRAWING No •` -mole ulle�oouoLoom West Palm Beach, FL 33407 3 �� CA-0006719 --_..._...._...._....._..__.......-.. 20-164 vFLGRIDA u,#4aib7 s SHEET Arr4nrn11111 LkbZ`� SEAL/SIGNATURE/GATE `e.. ............................_.-. 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK IS-& HV MALE/FEMALE 'IT" LOCKS CENTERMATES a81, 29 & LOCKERS t27 W/ i 1) HV BLADE SEE END CONNECTION� DETAILS ON SHEETS 10 & 18 INSTALLATION E1) HV_ BLADE r_. .r_i IN �//'-IXTINC GLAS X BJDEQSACK DETAIL HVF.INDICATED ON SNEE7 6, WZ HD CENTERMATES s A6 WELL A5 UNIVERSAL FLOAYINO BLADE®DETAIL HOD-HVD. Inj a®a©• 7O ab 10• 3a MOICATED ON THIS SHEET.MAY BE USED WITH THIS ALTERNgtc I 10 ® © ®© INSTALLATION DETAIL.HVO SHOWN IN THIS SHEgc-_-.,—� SEE END WALL CONNECTION a a ......1 DETAILS ON SHEETS 10 Ac iB !, © O•©a©•O•®a (60fi]-T6 AHOY)AIUY. 1 + i -�35«- MKIIF w/(x)1/a'0 T/YCON ' , 3/B' al�• 7 * # ANn+D�s yn.4 non/FlOfrou)w }I I I L---------"-------------------'------------------------ ...---------- (1)110A1/x 1.11.TO TUBE1 I 11 ilol B.M.S.0 12' .1 - Al E N AN4E.(TN)F I /' O.C.NLL at,HII. # q I N (3 0 O ,. IN .. (4)H.V. lFPNMneN \• / I ! ^. /'� 3O HV T" — IO PINSHMP.) ! 1 >]/ PINS(TIP) f !!`k Su 2[WIL LOCK (INSIDE) E?) T t. _- ._....... .........._.. _.._. �- _ - _. _ a ........._....._. - _.. ... ...... .. ..... .__. ....__ ... - .... ...- ...- --- t<........._...._..--- 1 T{a ......... ...... tS y11`....,,• -i Fa l3 _- - _..._ ._.........._... .._" - ..._ _ .1 L—...__ .r._._-__.__-_... --_ ,.... .. OR 32 I 31 oR�32�' .... 31 oR 32 --- _. _- -` .. 1/4., 0-20 x 1 1/2" S.S.M.S. MY:•:_...-35�*.,....,; (ornarui) �C NOTE 6 TOR HV LOCK -- — ON SHEET 6. # � W/ 7/8n0 x 3/32" WINGNUT. (cPiior+A1)HDB—HV9 OUT .t'iDC—HVC O HV "T' LOCK (OUTSIDE)- 2 SYMMETRICAL..HD_,_CENTERMATES SYMMETRICAL HD.._C,ENTERMATES HVG* (2 WL'3� LOCK_CEXTERIOR WL.S LOCK (INTERIOR) SERIES ALLOY; ALUMINUM ©q®w:O• ]�a®a1U•OeI(xox4 T3 IL11CTj LARGE FIANCE THIN 6 SHEET NUTSERT,PART 10830, - .... 10.0-@•�a©•®a AS MANUFACTURED BY AVOEL CHERRY 1FXTONN,PARSIPPENY,NEW JERSEY ©•O•©P:©'O•®a 07G,A OR EOUA4 ....................._._._._..........._....C_................_....._.. .�a�.®aO•©a ___...... .... ...__._.__....._.._..._. ._._.-,_..-----............. e' 1 � 1O #SEE rvelES ON LOGtu+G flUo6 CS}w NU]Q I.Q:KS ON lt,CLT]i tj, \__(D � ##Urmcnsu noalNG IYADE(,Da Noo--IS ux�+ (((((( VNIO FOR ALL Cfl'OFAWTCS/FPE' .NS wIM B . .. ...................................... ._�_`I _.—.____—_--.._____.! ...... -- _ ............... HDD—HVI) FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. �.•.,_, BERTHA HV"" /T L C ® �� Accordion Shutter System 7� .......~` American Shutter S H.V. BLADE#1 W/OR W/O H.V. WINDOW BLADE No.441 ., _..___- _— TILLIT TESTING & ENGINEERING COMPANY mer can f FI•U er ystBmS e�V,N DESCRIPTION DATE DRAWN BY: M_.P_ * * /�y/ •L�°�t' "55 N.W.361N.St..Ste.305,VIRGIMA O-DaIlS.FLORIDA 3316t Association. Inc. -'1 OLD 17-107 7,�2/2& OAT[: 7/2 2020 o STATE r az- / Pbone:(305)871-1530.Fe,:(305)871-1531 47G8 Westroods Drive 2_ —DRAWING Na e-meR:tiltecectOi-iri P,S Beach, s Wt Palm Bh, FL 33407 -' -moo Fcoat �� .�� CA-OM67DDD67,9 20-164 1;,-.r,.._............_-._..........._ WALIER A TIWT Jr.P.E. 4 '%�,FSSiONA Y ?ASEAL/SIGNATURE/DATE FLORIOA Lie.;an67 5 SHEET 6 9 OF 20 • SCHEDULE #1 � ({ QUI. _ SCHEDULES MAXIMUM SHUTTER SPAN* "L+"OR "L-" MAXIMUM SHUTTER SPAN* "Li•" MAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ 11 101uu OR 'L-" (ft.) FOR ,R "L-" (ft.) INSTALLATIONS INSTALLATIONLEGEND1 N4LES;. C NTERMATES. & or i or .INSTALLATIONS W/QPPOStl'1Q W/ f,11��' /, � V LOCTCONCRETE & W/ ONE H.V. LOCK ® or ® or Or C MAT h1; & ? "K F�__ WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN - �Ao1 & W/ ONE HV LOCKS MANSORY POST➢VE A,S.O. DESIGN PRESSURE RATING. HL' LOCK ®W/ NO LOCKING RODS or ONE HV LOCK�_, or V or CENTERMATES®& @ V!/ ONE HV "T" W/ NO LOCKING RODS® ='1 OR W/ NO LOCKING I WALL A, 8, C. D, E, M, N, 0, P, O, L-: MAX.ALLOWABLE SPAN FOR q GIVEN NEGATIVE LOCK w/TWO LOCKING RODS TOP & (-EE NOTES.t.tt) aODS , A.B.D. DEIGN FRESSVRE RATING. c MOUNTING I F. K & L _ R, S, & V. (VALID FOR MOUNTING Q ).•_ BUTTON:(SEE NOTES .YT) SHEET 7) FLOOR/CEILING '--�' (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR /K� CONCRETE&WOQO G. Ft, I, 11, J T, U, W& X- WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG: CONCRETE&WOOD INSTALLATIONS V MOUNTING uAxiuw uAtwuu 1Dm CONCRETE & M A.WE DESIGN As.D,uLSIDN IN'STA'. TIONfi S.D.w.O.OE4GN WSinUAT10N5 —'— GIVEN A POSITVE A.S.O. DESIGN PRESSURE RATING, F PATIN4E WALL MOUNTING FLOOR/CEILING PR65'SURE WAIL.MOUNTING PR(SSURE runNs MOUNTING RAn"G & RAn.G FLOOR/CEIUNG MOUNTING DETERMINE MAXIMUM SPAN "L!•FROM SCHEDULE. (o...L) (°'00 FLOOR/CEIUNG MOUNTING (P.- OR GIVEN A NEGATIVE A.S,D. DESIGN PRESSURE RATING, (.OR-) __.. N OR-f .._...__ _ (.oa-f ncOR/11'nt�.Maur mN^ L.................._....._....._ ..... .... i ....._ .._ DETERMINE MAXIMUM SPAN 'L FROM SCHEDULE. L 4 (N) .1 l-(RJ L. {lQ i...L. (It L 4 {ftl l-(R) l t (Il) ! [-(Y) M AXIMUMTTER SPAN "L+'OR 'L-"FOR 30YOR LESS I6'-0" I6'-U" 76'-0" j 16'-O' 30 16'-0' 16'-0" 30 16'-0' 7E'-0" WOOD SHALL BF. LIMITED T'O FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE ""` ""- """'i" '"" "' ESIGN PRESSURE RATING. I DETERMINED SPAN BETWEEN `L+ ANO `L-". 14'-10' 15'-2" 16 O" 35 14 10 14 1035 ,.15 2 .... ............. ._. .. ,, ._ .... .._ 40 13'-10' 13•-10" 14 2 75 2 40 13 10' R 73 1G 40 14 2 75'-2" _._ (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR _ _........._................. ......._.,. _. ..... ..._ .._ ... 45 IS'-1' 13'-1" 13 4 14 3 -05 1] 1• 13'-Y 45 13'-4• 14' 3' HV CORNER CEWTF.RAU.TE jj3 14AY BE USED AT ALL COM81Ng710WS IN BETWEEN:PAIL MOUNTINGS L.. ..... ._.. .. ...,......R............. _ .__._... ..._ ._......t.....,.......__"....... 50...r12' iZ'-5" .12'-6" I3'-Y 5U..................t.?'..-•r'."..._..I.....1Y;.-5'..- 5012•-3" 1 13'-I' dl0UNT1NG JNSTAL[A710NS. IOCKINC SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: S;i 1 10 12 1 f 12 I1 SS 17 10" j.11 10 S11 1 11 11 SHALL BE AS JNOICATED ON MANDATORY CON01T10N �2 FOR A GIVEN POSITIVE AS8011 4 tl 7 � 12 4 60 11 4 R 11 4 60 10 Z 10 11 N07 . .D DESIGN PRESSURE ...-....v. RA71NE dS SHEET 5 G: f0 1C 11 I 1t 11 5 10 10' 10 10 65 9 5 0 1 DETERMINE: 7070 6 10 9 11 5 70 70 6 1 10 6 .m 70 8•-9. 9-4" L1+= MAX. SPAN NS?ALLATICNS. _ _ _ 75 10 1 10 1 70 4 J 11 1 7s ----�- - y LY+= MAX. SPAN FOR FLDOR CEiLING�MOUNTfNG M 10 7 10 1 75 - 8'-9" I't EXCEPT THAT MAXIMUM SHUTTER SPAN"L+"OR INSTALLATIONS. / BU 10 9 10 10 0 �� ��-' i. 10 9 80 4 10 1 9 t0 86 9 6 9 6 9 9 I 10 5" 85 5-6" 9- "L AND MAXIMUM A.S.D.CONCRETE OR PRESSURE RATING FOR GIVEN NEGATIVE A.S.C.,DESIGN PRESSURE . ....- .... INSTALLATIONSFOR 0.Cf c _ ...... .....__..,_.. ..................._..�.. ........_................_.._.......... ....;......... 6_.__.-_ Rdio CONCRETE CONCRETE BLOCK OR R N 90, 9'-5" 70'- SI B IMI RATING: , 9 3 9 3 I 90 9 3 9'-3'. '1ALL E F TEN AS FOLLOWS: DETERMINE: •""-- 1- CCNNEC11UN5 TD'KEYSTONE. MOUNTING Lt-= MAX. SPAN FOR WALL.MOUNTING INSTALLATIONS. 95 9 0 I 8 9 9 2 9 10 95 9 O 8 0 [.IM(7E0 TO +64,-72 p.e,1. AND B'-U• SPAN, SEE Lx MAX. SPAN FOR FLCOR/CEILING MOUNTING 100 8 4 1 H 4 9 0 9 7 100 _ 8 9 8 4 MOUNTING ON SHEET 7. INSTALIATlCNS. 105. 6. 7. .7 1 I... 9 q .. 105 8 7 .. 7 -11 .. 110 8 4 I 7 7 8 7 1 9 Z _ 110 H 4.. 1. 7.7.`._. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8 2 7 7 3 -8 4 '-e 11" 7 15 B 2 ) 7..3. MINIMUM BETWEEN 'L7+', 124", "1 1-'AND "L2-" lzo 6 6 ,, a 2 6 9 i2Q H a { s I, SEPARATION TO GLASS SCHEDULE O 8-5" 12$ (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM - - -- -- - -.- 7..._,.; ._.. ALLOWABLE SPAN AND NEGATIVE A.S.U. DESIGN 7 10 1 8'-1"_ 134 8 . 6-5' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7 7' i 6 2', 7.... ' 735 -- 7 i" -i 6 r'" WIND ZONE MINIMUM SPACING. 7.•5'. s„,i ASTM E-1996 SEPARATION ...,. .... f._. .... 7 3 I..5. 9 7 5 i..7 3,....,. 145 _... 7 TO GLASS .._...._t 50......_...._?..- ......._5�-7._-.....�_:4_,,.._..1.. 7_W:��._. ............. 7_Z...,.......5`-�........ iss 7-D' s'-5' 155 o s s 1 THRU 3 1" 160 C-11" 5'-2- 7-1" 6 ," lU0 ,65 6 10 .... ....7 0 $'-<• 170 6 9 4 11 6 11 6 2 170 E 9 1 175 6 7 4 9 6 9 6 D 175 C 7 4 9 180 6 6 4 8 6 8 5 10 180 . 6 6 1 a 8 1 `} ;85 4 6 ( 7 S. 6_.., ._.185_. 6 4. 6 .. ,,I,.�r H V BLADE 7 90 •6'-4" 4'-5• 6 6 S 6 _ -1 90 6 4 t 4 5 195 6'-3" 4'-3" 6 5 5 5 195 6 3 4 3 .............__. .. ... .,. 4_.-2" 6-4' 3 5 Y '200 6-2" 4 2 2a5 6'-1° ( 4'-1• 6'-3" 5'-1" 205 FLORIDA BUILDING CODE(Non Nigh velocity Hurricane Zone; `\ �� tt(1 tt(1��gf,A�� 0202011LIEC0,INC. 02020 EAST-ERN METAL SUPPLY, INC. aAb A rr s�s�.• \CI Ns y9 -. IL E G C? �N�. H Accordion Strutter System v. &ADEt w/ca w/o KY. wtrmavr ADE s No. 1 American Shutter Systems Lr.R OESCR7PFlON OA7E DRAWN BY:MIC V,/LG. 1$'; TILLIT TESTING & ENGINEERING COMPANY 635G N.W.3GU,SL,Sta.305,VIGINIA GARDENS,FLORIDA 331Gt AsSOCiation, Inc. OLD 1'7-IG7 -1%1/202i DATE: 7/2/2020 S TAT i::GF ram. Phone (305)871-1530.F..:(305)871-1531 4268 Westroods DrivC y `- 5 90%•,• F w. a-malt:Illteco0aol.com '--"""'--"'------DRAWING No An f(�, Ydest Palm Beach, FL 33407 a `� N' TERA fiUT Jr,P.E. 4 �O� V� i"k',,FiE?'iL/SIGNATURE/DATE FLORIDAFok Oc.d aa167 s .._..._....... SHEET 6 11 OF 20 r MAXIMUM ANCHOR* SPACING (in) SCHFDULF FORA GIVEN MAY. 4HIRTFR SPAN A.S.D. DESIGN NEGATIVE PRFRSQRF RATINGAND A CORRESPONDING MO INT1N. TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGEND STAL IONS STAL T POURED ODNCRETE (SEE MOUNTING9 A B C."A,v , aN SHEET 6 POURED CONCRETE CONCRETE BLOCK TAPCON OR MWMUM Al WA11 HEADER MOUNTING (A)WALL HEADER MOUNTING O�WALL SILL MOUNTING D WALL SILL DUNTING Cj&IFt WALL HEADER/SILL TAPCON WITH ADVANCED W Co WALL HEADER MOUNTING kl, SPAN _ /12 W/ 1 W/ W/(14, MOUNTING THREADFORM TECHNOLOGY (ft) ASD.DESIGN NECUNE 30 T ID 60 PRESST.6 , . .. _.RATItW D DESIGN KrATNE PFEM'RE FABA . A 0 DESIGN ULGATNE PRFSSRS RA& l D BLsl NE PR A RAW {DpDE9a NFL.ANE P9tRE ON ALL. POINTS SOLID-SETT 20 70( 0I _F 1675_ I 75 i 901120.1601205 30 40 6 205 '40 60 75 90 1201160. 75 75 1 90 120[160 205 ! ...................... 14.112 fOIB LI.88 6. 6 14 12 9 8 B 8 6 14 t12 10 0 8 8 6. 6 14 i12 t10 9188ai 14112!10 9 a 88 SS 0 B 8 9, a18 7s. BLUE TAP - _.1.....-- _...__.._. 3 14 10 B 8 B 6 6 4 i 1�� I' f 12 I 1 1 2 1-0 9 8 8 6 B /4 12 10 y 9 B 8 1 6 E 6 14 12 ,0 B 8 B 8 t 6 14 iR'f 70 -4 9 8 6 6 tl 8 t 8 B,B 8 t B 8 TAPPER+ OR lt'S., 14 72 f'fU 9 8 a 16 5 is)12'.70 9 B .B 8 i 6 14 I2 f0!9 B_ B 8 6 14 112 /0 9 8 i B t tl"T J_ 14 12 10 B B B irn8 a B 8`,..8 B B B a 6S .�_..u_._._ i ij _ 14 12 I t0 9 B B 8 6 14 12 9 8 8 5 6 14 12 10'B�8 B B t 6 14 11410 9 b 8 6 i 11 12 9 8 B i 6 i 8 B e8e9j 0 1 8 7_ _._ - 11 12 101 B 1 9 a 6 1 4 14 12 B B B 6 8 14 I2 1R 9 !81. B1. 6 8 11 112 70 9 8 7 - - 1! 12 9 8 7 55 a a 8 B 8 7 55 4 4'-0. 14 12.E.t0IB 1B,18161,4 14,,.1211019 �8 B,t-6. 6 14�12 10 9B B 616 14 11!10 9 0 B 5.514 12 10 9IB „8 6 �6 8 6 '' 14 72I10 9 B.IB 4S1 14 12r101„B Bltl fi �4 14 12 10 9 B 8l6_ 6 ,4 t'12 I,f0 9 8 8 ! I4 12 10 OiB I316 B B B 8 8 8�65 S 14 t z�10 9 1 8 B 8 4 14 12 10 9 8 B ,e 5 14 112 10 ,9(B-I B 1 6 -6 11 11]i t0 19 8 H - 14 12�10 1 0 t B 1/ i I - 12 10 9 8 - ,-�,,,_ 71!12i_,0,...9,..1.__...,.,,8,...I_,6._...fi,.. 14.I./2'10 ...................._..............1..._..........__.._...._...._ • 14 r 12 7110(9 ',B__ B 4S E- 14,12 10 9 8 I B !6 ,3.5 11 112 110 9 :B {8 i 8 8 11 112 110 19 i A f 7 j 14 12_ 5-0 +--' � � � �-----+-.• { 1__ i B' e e e e e e a SEE AfJ(,HOR 11t12 101 9,1 9,•55 (` 14 12 10 r 9 8 6 451 19..12.#10 19 `:B T 8 8 5 14�12 jj 10 9 8 3.. �14 F 12 ,0!9 i B 7 i B B B 1 B� B 7 5 4' SPECIFICATIONS 11112 10 i•B �8 8 1i 14.t12. 9F9I8 !6 FSS 74:12 i10 4,.F�B 8 6 fi 14 12 j1019' 8 1 14�1�12 1L. 9 !tl 75 -�(-_- 8 8i'8I B1'B 75155 -9 ON SHEET 13 1�i 1'2410-1 9 f 8 -55 J 14112 10 9 I e t B `4.5 - 14:12 101 9 B B .8... B:..14.,.12.q 9.5;,.......5 t„4 „- .., - ._.. ._.. ...tt 1 ,2 L10=9 slsl - u'"'i'2t,o'9 BIIF 491 ,4 12 10 9 8 B 6 6 14 12!10I9 B 4 t4 12 10. 9' B 84j 9 81B 6i6 B 875 I 6-0 , -12'1019 IB 17 14 12�10.9 B f B (-� 14 12 10T9 B 8�55 3.5 14�12_i t0 B 14514 12 101973 4I- ,69-t7.S15511J _ .._. ..._ EE 4 F12 101E 19 5 1 f112 10f98 -811 11 12 1019 8 8 6 5' 14�112!10��8l S�T-'i 1�12 t109IB 45NS B`8 8 ae 6145 11112}10I9 �8I.,.4.+ I 14. 12 10L9 B 65 J 14 12109 'a 8 8 ! 14'11 8I15 I 14 1218 .6.555 j BL8 B, 65.554 JI.7,-0. 14172 10 9 BI, ii + 14 17 10 9 8 65. J 14 12 10 918 8 6f 14i0 10 -9 !6 1l '12 10 9 tl 7 B e 8 8ia B)75 6 141121019 i45. ! 14 12 10 9 9 414 12. 10 9 8 7 4 14 12 -ID� +,� »,. 14 9 8 dt65i S 1]5)..._.. ._. .._.._. 44i ...'_. �.. - - 14 7.5!3.75 14 12 y 10 -9 B 6 #- 1- 11 12 10 i 9 B B 6 j- 1, 12 i 10� B 1 E- 14 12 10:B.5 7 - - B B 1 8 B 7.1 5 t - - 1 14!12:10 9 5 5 3 14112(10 9 a 4.5! - 14,.12 10 �- I4 111:10#9 55 I 14 11210 1.., 10 9 8•-0' '------�--- "1 - SEE LIMITATIONS OF USE FOR 14112:10 55 ] 1 14 12 10 9 8 I 1412 10 9 8.551 ii a'-" I - BLADE lA ON SHELT 15 14112 t0 9 5 14 12 I10 9 �8 (1 - - 14112 10 9 8 B i._ 14 12 95 I- t- - 1412195175 4.5 - e 9� a i7S:•6- 45 11 t12 70 6545 11 12 10 9175 !- 11 12 10 9 8 1 13 85 4 # - - iD565 5 ,- - -j 9 BIG5�5 4 3 1� 9,_0. 14 Lf2 10 65 1 14 12. 10 917.Si 1- i- 14 12 10 9 B i- 14.112 I10 5 1 16 12 1018 Sb a 810 8,.�8,65163 14112105 4 i 1414 t10 9s15i ! 14 12�10 9 751 141t545 ! 1/ 115175 a �� B8 75 615 4 - 14 na 11D 6 7 1 1 14 I2(lae�_� 14 112'ho 9 e B e e es ss 1 1' 1/ 12 95 5 15. 1 11 12 10 9 1B5 11 12 10 9 B 15 B5 ? '1 i1S 65 93 ! B B 55 IS}3.St 10•-0� 11 1295 5 19 14 12110 BSSi ' I 14 121019 IBI 1 112 7 r - -14I12a1075 5 a B8 8I75145j- _._,.� �12153 S 14 12110�6 3 i - 14 12 10 9 {8 t 11 IOS J i4�105;7- 14 75 8 B 7_j b.51a.5 JS... .... .._.q _.. _.(... 11 12:9 4.5 -J - 14 12 IO 9 5 : 14 12 10 e 8 14 11 1 ��4 - _ _ }.. f ! L___.. 14 11 1 : - i- - e I 8 7 5 6 1 5 , 14 i 12 7 to q 12 1 t0 ! I 14 12 70 { 05#a # tg5 8 i 5 1a�12 17't 1 ,14 112 110 I I _.I 14 12 10 .3 ( 7 5 7 14 12 i'lU ! 11'-0° 14112T 4I - ' 14 12�10f I 1 1 14112 10+ ( - 9 t259.56 tlre•, 6!5 .±( } SS 14 72165 .4... 112 70 t i i 14 12 10 (' i SS 'i - 1 14 10 7 I tf 8 8,., 7 55 45 14112 f55i f I i 11(!12110 I _1 14.:12 109 t 9.5 715} !- B 7 45!]5 31 12'-0' 14.112 551 ({ 1.._.� i 14-yf 12 1114 6 .. .. .......� 14 is..�o jf{tL I - ..: 11 < t ' , f 4 1z 10 t -..I i.-: 8..,,8_i e e I B 6 1 I { I., 11112 10 - E OR �-I-_ 14- 12-I- !_.}.,._.. ' a .<.._ !.. 1. i i ,916.5 - - _1_ _ 8!6.51,5_3.5 3 - .�..I H t3•-o t _..-1--, 1 -_�-''-,i<;,,2 - _ _ 14,12....r.l......_...1.._.I._..• VFT.......(.B- 6[.3 - e. ,D - 1 1 l_ 1 .,4 t,21, - -:._....._,. ,4, ,2 ! .... G T f .,1. 1 -t95t a,- 1 _.... .. �_.. 5 T 4...1...5 45� .1..- W Al HV WINDOW VBLADE BLADE '11:t21-.1 I t ..1 14(tz p i_..I..- t,l 5�1- i ;Ste.S [ I - - aIa 5.54.5 „ ,2;- 1 .1 , _ „? ,41,2� �. 1_.. a l_31._1 _. � a.E 6 - - - B 6_ 413 - �- (WORKING IN UNISON Id 12 I ..i 14 112 1 4 14 112 ! t4{3 9 1 7 i' 14 12 - - - B 8 B 8-17.5 4 4 14'-0 14 7. .} 1 i ..14,.j 12� ;_.._; S 1,i121 !_ t- _ 10111 .....1 ...i t 1075 - -"- 1 W-75'.5.�..8.; 3 I ! 4 312 1 105 4 1 I C i B i i 8 e i 5 14 - 14_ ......... .-. _ 14 dj at7 t♦i. },._. �,... 14._ .. t....,..1 11 T _ 9 __.! 7 45135 J I i4 i tt _ _ _,_ _ _ _ t1`_ _ _ _ 1_ _ _ 10 _ 17 ,_ _ _ !�_ I 8 75 5 4 14 _. 14 ._..........}.,..,..,.__..._! I 14 1 85�7S 4'.. __ -.... id -._. ....)_ 74 F 8 0. 6 3„_1 ( e s5 I i } (4 I j ({ 14 1.,_ - . ..-..i k..._..1 - 1-- 8...7I 4.513Si ! - - - 7.1E - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' IQ- LdLlll Ito 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. �; ��CEN4 •.� �.. ' E C �m.. Accordion Shutter System - > H v. MADE T w aR w o Itv. WINDOW BLADE No.441 .T rj;-c-...._. # / �= American Shutter Systems MO ,[7/_f zr .-L•{,? TILLIT TESTING & ENGINEERING COMPANY Association, Inc. a O- N.P i-o•'•> STATE 1, y JyPhune361(JOS)871-1530�pFaa4C(305)87L0531331 4268 WOSLfoadSlDfiVE 2 DATE: 7//20 :C N DESCRIPTION DATE 9 6 OLD 17 107 %/2/202 2 20 p_ --- - DRAWING No F( <4 mall:tilt...O-L- West Palm Beach, FL 33407 1 �i iC"•. 0RIi' .•��`� CA-0006719 .-.....__....... ---I '1(mod 0 .......•.\V-\` WAI.I EN A.TLUT Jr.P.E. ...... f �O�•"T 10NAL `���`` FLORIDA Uc.a 44167 s �._.......... I SHEET ffpfl ;tut.. SEAL/SIGNAIURE/DATE 6 ___.........._........_,,... 12 OF 20 r MAXIMUM ANCHOR+ SPACING (in.) SCH D 1 F FOR A GivEN MAY- RHI TTTER SPAN. *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A LI DESIGN NEGATNE PRESSURE RATING MID A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSF�InI)ONS (SEE MOUNTINGS E.0,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRETE/CONCRETE&.= POURED CONCREE (A) TO EXISTING POURED CONCRETE;(Min.Fc - 3 ksi) MAXIMUM E@WALL SILL MOUNTING ©CEILING MOUNTING O FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.FC e 3 ksi) SPAN ,__.__ ANCHORS SPACING I FGEND - 1 4"o a 3/4'ALL POINTS SOUO-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min. Fc 3 ksi) (ft) .5,0.DESCH NIBATfr PRCWJRE RATING',pc'}-SD.omm NEUM PRESRW RTA-T•MO •S0.OESGN_Nw-w PRF541RE MTMG 1�a0 - 1/4"0 BLUE TAP CONCRETE ANCHORS W'/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(kin.f'c- 2 ksi) 30140 "', 75 1 90 11201160,205 JO 40I 80 j 75I 90 I120£1601205 30:40 601 75 9011201160{205 TAPCON OR 1 _ 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC..AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY OR ANY 14 1 Iz 10 9 B 8 i e L. is 12 10 9 e B 6 6 t4 i2 t0! 8 e 1 8 8 ;8 ADVANCED OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. Min. /'c e 3 kai .._.„„„ ..,,......_.,.I� f -.1......:.. HNOLOGY I ( ) 1{112(10 9 8 8 6._; 6_ 14 12 10. 9 B B 6 6 14 12•t��10 T 9......8.....8)5 6 - - TAPCONTHREAOFORM TEC aA POINTS SOLID S"T LL NOTES: OR ,IA .12...10....9.....8.....8.....E j.6 Il..,.12...10 9 Z..B B I..6. 8._14 T 12 j 10 iT9 8 B 6 5 ................_...........-..._.._..............-`:....._. � 14;1 • +--------� S--• BLUE TAP W/CAP 0.1)MINIMUM EMBEDMENT AND POURED CONCRETE A ANCHORS OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 j 12'f0 1 9 B B 8 7 1< 12 10 9 1 B a 6 1 6 14 12 I IO 1 9 B B 6 8 ANCHORS IS 1 3/4",AND FOR BLUE TAP W 14!12.10 9 B 17 55 35 1/ 12 10 19 e B 6 0 11 12 10 9 9 B 6 5 TAPPER+ /CAP ANCHORS IS 1 1/2 ...__...-.�.._..._�__.�....__. 12 1 10 1 9 B B tt 6 6 14 112 110 9 B B 6 B 14 712 710 9 B B 6 A2 MINIMUM EMBEDMENT OF 1 4 0 X S 1, ALL POINTS SOUD-SET ANCHORS SHAM BE 7 8 INTO THE POURED CONCRETE.NO EMBEDMENT 14 i 12;10 19 .,8• .8 6 4 I4 12 110 j 9 B I B 6 4 5 11..12 10 _9 0 6 T. 3.5 -..(..... ... 1 .- .... 1. ... I INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 112"LONG MINIMUM SHOULD STUCCO EXIST,µD 14 12 1 10 1 9 8 !B !6 i 4.5 14:12..10!9 B 6 6 5,5 14 •12 10 1 8 B- 5 -6•4,5 -- - 1 MINIMUM FOR WALLS WITH N 5.5 3.5 i- 14.12 110 1 9 B a E 8 ;5 14. 12;10 19 B 7 5.5 4 •SEE UYRATOVS OF USE NR I 0 STUCCO. ......:................I........1..........^j-...e......-..__..t_.-...L.._+-. - _ ..1...__. .............. - BIPDE 1 ON SHEET 19 14('12;t0'9 B €B 6 6 14.12!10;B t 6- 8,;6 15.5 14 12 f 10;9 B i_8 6 _4.5 I A3 IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON T14E EXISTING WALL ON FLOOR, 5'-0 a€72 O 1 9 B T 7-4'- 14(72 l0 B e 6'6 5-J.5''14 '12 10 e i 6.1 3.5 3' )ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 tl t7.5 ,.'''- 10 9 7 8_ B l 6;4 14 I'12 10 9 1 8 1 6 4.S 3,75 NOTES 0.1)&0.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR _._ to t2 j9.5;7.5 6.5 a.5t- - td i12€10:9 1 8� 7.6 45;a 14 12 10 9 B e 4-5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. ._............................... 6•_D• 14.,12__j IO I,9.S.8_ B e19 112 j10�9 .!0 B6f5 19 i12. 10 9B i6.5:5 �35 i4 12 j IO t 9 7S 5.5 3 - 14 112 10 8,5i-7 5.5 1 A i 3 14[12 B 65(55 4 1] (B) TO EXISRNG CONCRETE BLOCK:(ASTM C-90) 14 12 10 9 8 6 i4 tt2 fo 9 I B 65;5 137 1a 12 10 B.S B 5 7 C " - 1/a"o TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX. 14 i 12 8 65 55'-3 14 t 12 170 9 18 65 45 775 id I.12 t0 B 7 5 S J - 1/4'0 r 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. T-0 N jt2 110 1 4 8 0 14 12 10 9 B 17. 5 4 16„ 12 10 9 75 55•I 4 3 - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 112_!10 B•65 4 1412 9 75 6 145 ]5� 11 105 7 5545 :/4"P TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY OR ANY Io 12 10!9S{F 4-_t- i4 j_12 I-i0 9 i 7.5�5.5.,4y1 -14(12,e F7 €7.S7i.5.1-7'- OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICµ SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 17 £55 j9. -....-_�...-...,ta 12...'iD _g...•75..{{.5.5.._{....I...-.. 14..:-11...19...I 7 £6 14.5;3_-_ NOTES: 14 12t1019 tl65 }, ..1412110 9 8 1 14 12 1018 65S 5 35 - 8'-0 IA 12 jB5(7 55 3 £ f4 t4 T 8 I65 55 { 3 { 25 95I 8.1 5 -4 x 3 I i- B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE.TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON -.. _ T .... ..._1.. I .... jj .1......... WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS IS 1'. 1¢ I219.57.5�6 14129.5[86.515 ( 14120 ,86.54a , _ I_ _ IJ 9.56.5'S '3.5 - - 1412101E :6.SE5t - 14 t12'816.35 4 '- € ._.......:......i....._._._I_.._(_'.i-.. B.2) MINIMUM EMBEDMENT OF 1/4'0 a 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 9,_0. to I2(lo I.e I,e_I Ti- to I2 ,IO.1 g i7.5;4.5It�- - Ta .t2;8.5; 7 5.5'1.. -1.- EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-2D S.S. MACHINE SCREW USED SHALL BE 1 7/2"LONG MINIMUM SHOULD STUCCO 1<1115 75 6 14 t T 14 11 J (tSST 5 35! 11 6 55 15 6 51 14 120 5 7 55 4 1 1410 5 75 S5� ) 14 I12 8 ' 514 t 1 } I 5 6 45 { EXIST.AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 15 8 55 1 14 12 B 7 6 4S 14 11 7 55 45 35 I 5 ! , ,,,, ,,,, •, •••,!„,-, („-„•„ 1 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE VANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. IA 12 to.. 9 175 14 12 10 8 65 5 i ( 14 .i2 8 d 6 •5 -i• - f- ANCHORS SHALT.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE REMIND SAID WALL FINISHES:ANCHORAGE SHALL BE PS INDICATED ON o. 1< t051 L5 SS 1}IgS 65 5 a 3 IO.7-5 NOTES B.I)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 11 17 S S£5 5) I4 1f 75 9 6 5 A 2.519.5 1 6 5 4 4 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 10 5 14(12 t B 6.5���55 4 13 70 16 5€5 4 3 la 112}10£ € 1 11112 9 T 7 !6 AS to 1_O 51 7 I55 a5 35 ' (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDA31ONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. it-0 12595,1,5. £ 1 '12T9 6145i4 3 917145 35 3 ...yi T 14 I10 3 7 t r i i 14 i105 7 55145 15S 8.515.5 45 J75 (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9517 '45 t 1/I1157516 SI 1279 T6 14 12110 )1 I ..I._ € 14 12 tl 166.5 1 13 10185 5.11 EDGE D�5?3Ct4s YF.RCS_�P��.(N�._.SS..f 9i1J.R...C9R_AN&H9RSa 115 _ (_ 11 1 B S5I 4 !AS I ! B }6-J{4 3 ! 1- MAXIMUM AN SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN rHr. INDICATED.REDUCE.ANCHOR SPACING 12'-0 13 5 g 5 S 0 1 + 13 9 6 5 5 4 I _ O 52 8 1 5 4 £ 1 - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6 5 f 14 It`.5 7 5S 1.5 11 1 B 5 5 5 4 5,3 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS 11AN MINIMUM SPACING INDICATED FOR EACH.ANCHOR TYPE. 1_.. _. .�..._ _ .. _). .. _ 14 t 2 I '14 t 1.5 7.5 6 1 5 - I- 12 1 s 6 4 5 4 - FACTOR _ 13'-0 fOSi B _ ! .1 i0 75 5 1 3 i_- 7.51551< ] I - ACTUAL 125 KS 121 g 6 45 4 '_' TAPCON WITH ADV CED TAPPER + 1 t 1 I'-s- 9.5 7 5 1 - EDGE TAPCON EADFORM TEC N LO ALL POINT SOLID SET BLUE TAP W/CAP!- . .. ...._W 6 t 8 ;� 1 1 I 13 95165'S I- 70.5 IS S 4 - Y~ DICTANCE ---- iHR H O GYMIN SPACING i ... ...,.... L1 HV BLADE OR _.... _ _._.. i4 7i2 i 4 ) € 77 14 105!7 55 i 1 71 85155 A5�- /^`� '-' E.D. MIN.SPACING=3- MIN.SPACING-3" MIN. SPACING d 3 1/2"'LLMIN.SPACING 0 f0 17S' 1 I I .A 9 i 7 ;45,J5 t I 1 75 35j S 1 ! t.1 I HV BLADE W/ !xOVRD CONCRETE& jEdl'POURED CONCRETE&•TPOURED CONCRETE&' � 1EI CONCRETE yLD(X 1151 B 1 11 L 8 155j45 I 1 B 65 a51 I 1�& HV WINDOW MN 0.CONCRETE DJ CK MP NEED."31/2E MN'ED.•21/2') CMNCE0.ETC }ITK CONCRETE MN D.BLOC" �MN.ED."31/2"+MN.D.•21/2- 75445i i i }• 10 090 10 078 1.0 084 1.0 t E T �l0 55 I j as e i j BLADE WORKING 1 9 5165�,4. I 1, 17 65 5 3i T ..... 21/2 O81 10 _ D67 f 10 10 1 i I G5!B 5 - B5 6 4 IN UNISON E 7 IS JS 55 - 9 - ' - - f1 1 3/4 ) 0 91 - ,.--0.43_ 16'-0 far.. 1 .85665 0 5 4... 161451J 1 ........ ..._..,.0.35 ...__� ..___.:.....„T .. ....._ _ ..._.. ........0.35 _ -.. !!! ._ .... ...... .. .ry .... _ .B.....6 i 4 I _I - FLORIDA BUILDING CODE(Non High.Velocity Hurricane Zone' `NLL1�1i 11f Il I1��1/AAAY'' Cy`2020 EASTERN METAL SUPPLY, ANC. `\0%o gi g 1;, 02020 TILTECO,INC. .__............__ 1 BERTHA HV-M \CET', c ✓p .a.,..�.m. t C Accordion Shutter S stem ' No.44 167 - -' 1"�c Im IB . s ITV. BLADE#1 W/OR W/0 KV.WINDOW WADE American Shutter Systems - i DE CRP;ON- _i i TILLIT TESTING & ENGINEERING COMPANY q DESCRIPTION DATE DRAWN BY: Y.P z-a•• STATE:iF ? 6355 H.W.36 t,St..SI,.305.NRGWIA GARDENS.FLORIDA 3375. Association, Inc. 1 N 1 ,oLOSt7-:1D7,y '7/2/2D2 DATE: 7/2/2020 ;�•. F tv t Ph ona:(SOS)871-1530.Fo::(SCS)e71-1511 4268 We9troads Drive xYa`; �• YANG No -,,p�,•• 40RI 1F .•`Q. n- 61:kilt-a-Le- West Palm Beach, FL 33407 s��a_ _ �` D i,, ,• �\`� CA-0006719 F ' •..... .• � 20-164 SWALTER A DLLR Jr.P.E. __ _-......_.. .......................x.- SHEET rLORIDA Lie.$44167 5 ............. S AAA7AAEff1II1l (�1$`SEAL/SIGNATURE/DATE 6 _.._._.....__._................ .�........_...._.� 13 OF 20 MIMUM ANCHOR* SPACING (in) SCHEDULE FORA GIVEN MAX. SHUTTER SPAN, A.S.D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR C REM BLOCK INSTA IATIONS (SEE MOUNTINGS I,J.K k L ON SHEET 7) 11 POURED CONCRETE POURED CON CONCRETE BLACK ANCHORS -PA IN E. ND IALI( TRENCH SW MAXMUM MOVE R O1",k S OO RAINGUARD MOUNTING (g)WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING TAPCON OR ASD D�GN EBfl�TNE PRESSURE RATWG(?n A80.DESIGN I{EGITME PRCSRK RATING(W 0.DESIGN WCATNE PRESSM RATING DE90N KrATNE PRESSURE RATIN SPAN +s1 (fl) 7 1 i TAPCON WITH ADVANCED }0 40 fi0 i 75 90 I120 160�205 30 40 80 175 90�120�180 t20.5 SO 7 40 60 t 75 f 9D`1201160 rZ05 30 1 40 601 75 90�720 160�205 THREADFORM TECHNOLOGY 14 13 10 9 B B 8 7 6 12 12 12 12 j12 1 S 6 7 7 7 7 7 7 55 5 '# 5 5 5 """ 1 < 4 Ll_---- SOLID-SET..... 3 0 14 12 10 98.. 9. 8 812 I12 12 j12 f;2 72195 7 7 7 ] 717 7 7j7 S 5 5 5 5 5 �5 5 JR LESS 14 12 10 9 1 B I.B 66 12 12 12 12 It05 B 1 8 45 7 {] 7 {7 7 7 1 7 IBS 5 5 5 5 ! 15 ! 5 T- BLUE TAP"__......_.... _ 11 12 10 '9 B 8 Ifi 6 12 i12'12 12112 10�75 6 7 l7 7 f7 7 7 7 17 5 5 5 15 5 IS-�5_15- �.. _...^� ---e-- L TAPPER+ 1 14�12 110 9 B B µ6 It 12 t13 i12 12 1!1!B5#6! 5 7 {7 7 #7 7 #7 55 4 ! 'S 5 i 5 S 1I5 _5 1 -•-•-_., 4 0 14 I12�10 T �8B 9 S I B 18 12112 12 95�'B 96 {47 � �7 !77 7 65f 5 5 IS IS �5"I9 ' _. ...... jt! I 35 ) 7 S f, _ 14 12 110 t 9 1 8 B 5 :6 13 12 j 12 12 110.. 14 I§-•_IO Ee IB Bib 8 1212 i12 11 9f-7 5 4 7 7 !7 7 7f55 ,4 S 5 515 {S 5 a J 5 0 1 17 tO IB FB �B 6 {612 /2 12 12 10 T7555f4 7i7 7 7 7..t7 J7 7 5 (115 t3 5 5 5 5_ 14 t2Y10 8.,..e B 6..•I.6 12 12 9,5 75 6 45 35 '7 ],.7 7.,. 7 J�Sw 35 5,(5,. 5 1.5 �5 j5 * 14 12 10 i 9 8 6' 6 12 12 112 9 5 B i fi 4 5 7 7 i 7 7 7 7 S 5 4 5 5 S #5 5-)5 5 4 SEE ANCHOR 14.12 110 9 #8 B 8 8 12 12 1 si 9 75 55 4 3 7 7 7 7 7 45 3.51 5 f 5 5 1 5 s �4.5 j3.si�-_" SPECIFICATIONS 14 12 i10 9 i8 B i b 8 12 12#12 10 B 8 45 35 7 7 7 7 t 7 7 7 7 5 5 5 f 5 5 5 5 S 6 0 T 1 1 - I ON SHEET 13 14 12 i10 9 B B I B -8 12 f12 B 6 5 4 3 7 7 7 f 7 f 7 55 4 5 5 5 5 5 1 3 _ 14 12 10 9 8 8 (6 8 12 112 10 B 0 5 3 tT 75 f 7 f 7�7 1 7 }7 I B 1 5 5 5 5 5 5 1 s /3 11 1 12 70 9 B 6 6 !6 12 12 10 B 6.5 5(J S 1 7 r 7 7 16 5.5 1 4 I 5 5 S S 5 f a 3 7'-0- II t20 9 5 �8 66 12 .12 12 IBS 7 5 1 S Y 7 7 t 7 7 1 7 7 1 6 5 14�12 SS 109fB066121065(5453_ 7t771i6515 iS 55 (S t555j353 14'112!10 9_I B B 6 6 12 12 B s 7 5.5 "4 i S 7 7 7 ] s t s 5 5 5 i 5 s 1 6 0 VALID ONLY FOR UP TO +70, -75 ' la j12 10 9 j e 178 8 12 12'8A 7 55 4 S 7 7 1 7 -55 55 3 5 5 5 5 I45#S5 F A D DESIGN PRESSURE B 0 _1�E12�10193818 12 12-0575 6 45 1.JS 7f7 7 7 7 7 7 4 5j5t5 Sj5 ! ;5 5 14 E12}=10 9 B B i B - 12!9 B 451 4 3 .]_ 7 {7 ] s a ' = s _s'`'s'"s_{ 3"' RATING FOR SPANS PER RRE PS j{jj RA 14 j 12 i 10 9 B T B 1 6 - 1_2_L11 i 7.s 6 #5_;.•.75t- - 7 7 7 .7.5 6 4.5 3 5 15i 5 S 3 5 1 5. - ' 14 1211019 8 iB'l- i- 1201.57.5 6j5 E3.51- - 7 ':7 :u.;i5 41- - -� 5 'S 5 514 ,3 ?- - FF - - SCHEDULE #. 1 9 0 14!12 110 9 B f 0 t 12 112 95165155 4 �3 7 7 1 7 8 ] 5 5 5 5 5 l. 5 5 5 14 12 i10 9 B f IT 05f B 5 1 4 1351 ' .7 7 1 7 e 5 t35 i 5_.5 5 51 5 4 3 1♦112 i.10 1 9 8 f 6 f 12 i 10 85 5 14.57 { i 7 *7 1 7 185 541 5 5 5 1 5 5 14 ^ 14!12 10 9 6 B 12 f15!BS 85 5!39 7 {7 f 1 75 ! i 7 45I 5 S S 5 I S i 5 5 4S 70 0 14 12 10 345135 3 { 7" 7 l 7 55145 16 1.12 110 1 9 12 9 1 6 1 5 4 7 7 )] i 6 5 1 6 i 5 5 4.5 5 t i 11 12 10 1 9 1 8 1 8 12 9 5 i 6 5 4 3 7 7 5 (4 I S T 5 5 5 4 35 11 0 14 12 110 9 .B 8 :- 12110 755�45;SS 7 T }7 7 35f 55 5 $5 53 5 I f �4, 1211019 0 •-.''-._�tfB SS�45 I.3 # .. ' �] L7 �55 t43E _.�) 5 .5.. 5 15 1l4.w_ 1! 12 10#9 B IS 85 55 IS JS i ] 7 _ 51 { 5 5 45 SS J 1 jl1 1112 lOf98• •-• 7 l HV BLADE ONLY 72 011 12 10iB jB B 8l4S I 717 5515 ]5 ) 5 �5 �3 4s 4 !3 14 12 10!9 8 10 175{5 1 t i 7 1 7 6 5 I_L- 5 5 5 5 14 12 10 9 B ( 1051 B i 5 a JS 7 65 a5 S 5 5 a5 35- 3 i w..^._ 73 0 1� 12 10 9 3B j IS1BSi8 45 35 31 7 7 7 7 7 45 5 5 5 5 TS t3.#t45 j75 14 12)10 9 I B ! SS EJ 5 3 _ -j 7 A 5 d J 5 5 5 4 3 1 14 -12 10 1 9 re 1 7 SS 451 1 '3 5 5 i 45 1 4 14{1210{9 ; 10 7 5}5 T 3 { 7 6 4 3 5 5 4 3 llll..--4•• 351 1 7 1 7 i 7 7 7 !4 ( 551 5 51 5 5 4S 14 12 10 t 9 E 65 f 5 3 }}jj 7 I] t 5 f35 i # i 5 3 5 I 1 { ,. 11 12 i 10 t 9 I _t 8 5 i6 5 a i 17 17 1 5 F 4 f -� 5 1 5 1 5 i 4 -^ 14 12 It( I F 9 7 45 331 3 7 1 4 5 1 1 5 5 35 3 1 14 12 i 10 10 7 5{S 1 4 1,77 7 1 7 7 - 75 0 14 12 tt10 I f # 6 45 3 5 5 a5135 14fQ1101 _.7_.�7 I5 .....� �- i 5 5 5I4..1 ..j 14 12 t10 i �.5 - 7 5! A {{5JS j12 310 { S 7 4S 55 3 ( 7 J 7 7 6 13 S S f 5 5 51 /.5 ]5 6010 12 10 # 8 453 1_....:..-Y.i .. 7 i65i4 i 5I .3_..ib 52 ID'=_'- -`f- `- 5.5;s.is, 1 1;- :- ;- 7 ,7 ;sa*_ #=!"= -: 5 -5Ia.51 ="= - {_ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane; `A)0 tE19llu 02020 TILTECO.INC. @ 2020 EASTERN METAL'SUPPLY. INC. BERTHA HVTM EN 9% Cob Jp �..M.�.. F •_ c I L E C Accordion Shutter System O b�. s6�T9 No.44167 `= = H.v. BLADE I w OR W/o Itv.WINDOW�&!DE American Shutter Systems - -T TILLIT TESTING & ENGINEERING COMPANY y ?E�.Nri DESCRIPTION : DATE ,DRAWN BY: M P STATE F 2 Association, Inc. 1 OLD T7-107" "E,z 202[1 DATE: 7 z 2020 .� - 6355 N.K.35tn.St.,Ste.303.VIRGINIA GARDENS.PLORIDS,131ff. ,,,,,,,,,,,,,,,,,,_�,•,,,,,, I I_ // •. .i Ph... (305)871-1530 Fax (305)871-1531 4268 Westroods Df'ive 2 I WING O'•, F p •' Su`�r e-maD:Bnecoo9m.cem West Palm Beach, FL 33.07 s _.____....... DRAWING No .. 1n.. �ORIi ..• a , CA-oo06719 ___...._.....:......_ ZO- 1 64 `s n%...... WALTER A.T1LLR Jr.P.E. //U ONAII •\ FLORIDA Lic,d 44167 6 77I .......... SHEET OF 2D r/7Naun1 Me .A A MAXIMUM A.S.D. DESIGN PRESSURE RATING (p a Q AND CORRESPONDING MAXIMUM ANCHOR SPACING (in) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRFSPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). � LJ B !EEE�;TF:ATE SOUSOUTHERN PINE No. 2 W MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1E" ''' ° SPRUCE PINE SPRUCE PINE / 1/2" MIN. COX 2 W/MIN. G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MiOU6L 0Ff Wi W/ MIN. G=0.43 WJ MIN. G=0.36 MAAMUM SPAN(a) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS W & X W & X W & X P & 0 S &V S &V S & V ._.. ... _.. _.... .._._.. ...... .... .. .. ....................... .. .._....... .. .._..__._... J'.06171 NGrK FF1191E.MW W) 36 D901 Ar XM,IR=9 MX(0) 'D.901 MTWK R�9K UK(AS1 OYX IEGIM RMK W K(4 4-1 ODD NTAIM RSSK MM(0) SD 1E9 XWK REOR INK((W).5:.Lmll Imis TRInR aw� s:m2w MUK Ring ASx 9a1 u 091 mmx mmm ARr((.4 4s6 On*WE TIMM FAIR,C4 -...n _. _._ .. 30 40 60175 190 BEDS 30 140 60!75}90 R05.30140 160175 190 DOS 30 140 60 75?90;105 30 140 160,75?90,.OS 30 td0 fi0 75 190 I;O5 30 140 6075;90 105.30 14060 75 90.C:a SG,40 60 75 190 f 05 30!40 160175a90 :05 '.t•-0'OR LE9 12 10;10�9 8 8 6 {6 6jfi 6 16 12;10 10 9 (8 'B 6 6 6 6 fi 6 12 10110 9 8 -8 6 6' 6 6 �6 6 6 15 1 4 4 '4 3 12'12 12112 t2 1 7 12 i12 12)1212 12 `:12172 12 12 12.......... ....... ... ._....._.. _.............._ w......,._..»..._... ....._4_0 1210710;9 :8 e 6 6 6t6 6 6 12 i10 10916 8 6 6 6 6 6 6 12. 10I 109 8 8 fil6 6 6 6 6 6 >5 4I4 9 3 121212,12 t2 lr;, i 12'72 1212 ill 12 12�12121212 ---._..._........t......_......<.. _1._ -is 1__.... -:_ .._._..__.^_. ...___ ... __._..'...._......._......._. _. t. _ _ _ _ _ t.. _[._...jil_ i g•_p• 12!10 10 7 9 !8 ;8 6 3 6 6;6 6 5.5 12'1 p 101 9 :8 8 6 6 6 6 6 7 5 12;10'10 ?-.La.17- 6 )66 6 !G56'S'(-< 4i 4 } 12;12 12 17 12 112 '2 i 12 12 112 12 ':2ry 12 '12 712 0. ,..._ .�. .__..._.. ..._......._ .. ......__ ..... ... I. ...... .1 . ( ,6 0 12 10 109 18 E5 6 :6 6(6 5.54.512�10 10{9 IB )5 6 6 ! 6 .SiS 4.5 12 10 10 9 !613.5 6 16 fib '5 45 6 5 , 4�4 3.5 12 j12 I2;12:12112 ;1'12 12112-�72 j12 12 12 I12 12110 8.5 .............. ..... _...__ 7 0 12 10t 10 9 •0514 6JN6I6L54S 4 12110 1019 5 3 6 6 6 5 'd 3 12 t0{107 E35 - 6 6 6 5 3.5 6 S�1-4 4 17 12 12•12 1241 it:12 12112 l i�2'10.'12 12{12 6.578.5�7.5 ..._ W..,.._ .7.._ ..._..., ................. .. - I I ......F c t.,...m.._ ............... 1. .L...,.., I101 i0I7� 5 l 6 6 6 5 4 }5 12 110 f06 35 fi 6 51.5.35 3 12{10 10 4 I 6 6 51.5 3.5 3 fi 'S a 12 E12 i12 12)12 f l 12 12 112111 19.5 12 12 pb5 9 E7.56.5 ( ,. 9 0 72.1)011035 .K51 616 55F5 35�-J 12 E10 ...944 ;__� C. 6 145{4 ,J ,3 72 10 4 _3 I- I- E 6_)4.54 13 3 6 5 75 1 - 12{12�12 n2 11 i1C ;12 121L5,9.51�8512 12 10 B E6.5�5.5....... __....._..___.- --.._ _ 10 0 12 10 17S 4 I 6.I 6 4 3 ;- 12 10 6 3 6 6 4 1,,.5 ] 12 70! 3 f W - - - - - - -1- -` _....:.-..:..._�_._ -_... ...__:..,.__._.... .._.. .t_.. - ; .. }I.. ....E. .{-). E j 6 4 a.57 J.. 6._._._5.... ._..._-""� --12 1 2 12 1 1 59 } 12 12.10-.:i8_.5[7.5 12 72 9 7 i6 5 ..1�-0'W„12 10155,, _.6....1.6.. 4:5-...'........ 1.... 4,5........--. 6 5S?3.5I- 1 I 12.i70; ;- - I 6 5.5 4 t-_ - 6 5 - - 1- - 12 T12�12 12;f0 8: }1 12 1279.Si8 7 12 12 8 r6.5{5.5.4.5 C. { .....1R-��_...12{10.}4...;.._.. .... E...6 ..4_-..'_) .... 12,110, 35.......... .. 12 10 8.�-5 =}5 I- 6 5 12laf9s e- L...... { I {, # 2 t1 5 7 6 12 1575 6 t 5 4 13-0' 12:10 I 6 6 12�10 - - 6. 14.5 1 I 12 75{ I- j 6-.4.5 6 45 12 12 12 IU'IB57 3 +t .. .__.. .. .__. ._._ _ _ ._.! ..- ; 1 { 2 10 8 6S(55 12 p05 7 55..4 ....4. l4'-0' 12;10 6.1SSE_ �. - 12. 7 )..-. -_.,.5{4.51 ; 12 I7 - I -54.Si- - ;_- - 8 16 1112 9.5;7.5 6 4512 95 65 514 3_ 2 p 2 2 9 'y 12.1.. ..........T- :.... 1.2... I.-I- I_ 5- - !. 12{ .{.. 5 }- i - - ___.._6_ 3 72it2111195t75X5112 i8.5 7164 12 j9 6 5 4'_ ..___ .. -E _ f . ... 16'-0' 121- -i- - I- 6 ;- - - ,- :- 6i- ) .- r---1211211 U.y8.56.54 12112't86.515 i3-11.5'8.55.554. 3.5`--- 1;1;) HV BLADE OR {1 ) HV BLADE W/ I Al HV WINDOW BLADE WORKING IN UNISON+ SEE 1.1 nA110N5'DI'USE FOR 6W]E fia UN SNEET I6 t NOTcS,,,,ON.._ANCHORS REQUIREMENTS: WOOD.SUBSTRATES,, 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G=0.55(N.D.S) - 1/4'a TAPCON ANCHORS.AS MANUFACTURED BY 1.7.W.8UILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLS FIR W/0-0.50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FlR NORTH W/G-0.43(N.D.S.) EXCE170N:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(N.D.S.) 2.ANCHORS TO HOLLOW CEILING SHALL DE AS PER MOUNTING TYPE U.SHEET17 AND SHALL CONSIST OF -MIN.1/2-COX PLYWOOD(1986 APA) LAG SCREWS AS PER NOS 2010 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AI:D SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; \\\\1111111111 sop ®2020 TILTECO,.NC. ©2020 EAS1E.RN METAL SUPPLY, INC. ,. P•' BEN BERTHA MVrM �� � Accordion Shutter System No.44 G? tee: ° 10 M H.V. �E#1 W/CR W/0 KV.WINDOW RARE _ American Shutter Systems * _ TILLIT TESTING & ENGINEERING COMPANY Y :Ev.N DESCRIPTION DATE D71awN BY: M.P S' 6355 N.W.361A.St..Ste.305.MRGINIA GARDENS,FLORIDA 3316 Association, Inc. 1 OLD 17-107 f/2/202i;Witt: 7/2/2020 STATE�r � ryLa Phone f W05)871-1530.Tax:(305)671-1531 4268 4Vestroads Drive 2 q•• mull:NlLeeeaea.�em DRAIVING tl e C-000671oWeal Polm Beach, FL 3340? J `Z0-• WATER ATILLIT Jr.P.E. A0N ��1\\�`EAL/SIGNATURE/DATE FLORIDA un.#u167 5StiEET15 O 1 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV & da HV* BLADES AS APPLICABMM. LE M . SHUTTER SPAN L+ OR L— FOR INSTALL.ATJO JS INTO WOOD WITH HV BLADE C1 ONLY SHALL -WALL FINISH BE LIMITED TO 105.0 st .S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & - 1/4`m TMgN OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE,'�1�& QA WORKING IN UNISON ' J TAPCON WITH ADVANCED - WITH ADVANCED .......,,._„_..._.... .._ ... .., ' I;- - THREPDFORM TECHNOLOGY /.i 7WCON OR ' W/ 1 1/2`'Min.PENETRATION ✓ .....TAPCDT *HREADFCRM TECHNOLOGY § ( OF THREADED AREA TO ( f ' W/ 1 1/2!�Min.PENETRATION OF THREADED AREA TO COSTING T ICI f I s EXISTING WOOD HEADER. -.') t ..... I I _ Y/000 HEADER. (SEE SCHEDULE ON SHEET 15) MN.SEPAANtON •p II (SEE SCHEDULE ON SHEET IS) If , i =, TO GLASS(SEE Y 41,OR I f 1/4 m 20x3/4'S.S.MACHINE SOIEUUUIL ON SHEET li I l:i�LLllkkll X � T i1 2+,X,1 J II I� - -CREWS -20 NUTS � 11 NFOH 6AR'1)N� a 12 SHEET 19 FOR Mini :C1]DRADIM If I:I ri 4. y �� U{ 1 L111111$kkk 1� z { ; I;# -1,:! N •`�` F - I --- k�Q �+L? " EXISTING GLASS--0T Q�3 !I J t I II n Z ( ALL- _ a �i1 ,I ...d TTTlI FT2Td/1 ( \1 OR 1S. FINISH,; 11Is OPTIONAL �— 1 I9_ f II__II Ili /1 -� WALL I I I h 1 + EXISTING MM. i L 9 -1-1 '*y. FINISH Li�,I I! '•� - l 2"x4`WOOD ! I �J�I� IR!I) I, J ttAl L t12'ofl G 'I 'I-- 1. OR 1 LL "' L EXISTING MIN. ��;!j333{}}}(f!!liii( _ (13 HEADER REQUIRED II 1 l"� - '""'2'x4"WOOD ""! �ISLLLLL I n HEADER REQUIRED / tt EXSSTING s WIN.SEPARATION I 1 1 Ii •;f I is I �i - i Il'm TAPCOIJ OR TAPCON WITH ADVANCED _. 1"i 1HREAOFCRM TECHNOLOGY W/ 1 1/2` CLASS---j TO CL 5(SEE ( I 5 y Min. PENETRATION OF THREADED AREA TO 501DYJLE ON S7 EET f t MIN.SEPARATION TO CIA$$ t EXISTING WOOD HEADER. (----- II FOR B,.ADE(DAf© -- I 3 EXISTING (SEE SCHEDULE ON SHEET 11) j } S I a (SEE SCHEDULE ON SHEET 15) 1 CN SHEET 19 FOR 'Ili G�$—li t t 9 BLADES�@�� i I ....... 4 .,u_ ...... ..`.,9-... 2'x4'CONY.SILL v. 3 ! _,...._,____._ .. _.........................___.. .r ........_. t l PLATE:REO'D. (N)HV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION (M HV WALL HEADER INSTALLATOJ�I _— ___ _ _ _. I' I EXISTING --- - .- •• -. -.> P MIN SEPARATION TO CLASS i n , MIN. SEPARATION TO GLASS ,,•�l T'...'. (•-- y_...(j (SEE SCHEDULE ON SHEET 11) --..�1 +. GLASS--p I 1 ' )I y E%ISTING (SEE SCHEDULE ON SHEET 11)' I I '..„J .I PAIN. SE.ARATION TO CLASS 1 I IT I 1 EXISTING � ) t { 2"x4'CONY-[(SEE SCHEDULE ON SHEET 11)N' + CLASS-� C I I F GLASS-1 WOOD PLATE E I I k k L .... I It 1/4•m-20x3 REO'D. 1 m E� k a 6 MACHINE SCREWS < P 13( i 6 . 4'm-20x3/4`5.5. MACHINE SCREWS W/ _- l( 1 USING 1/4' 20 NLTS ....WALL 3 i 1/4"-20 NUTS G 12"-•; fa 12 O.C. I FINISH tF' I1 O.C. I,II .......... r. 17 57 .I i _ I ` tt 310H1S o ; .r 2`x4`CO., i 1 1 {: Z ..r-"' __T '?'(�..... t WOOD PLATE - ? I II iEO._- 1 c. _-- t EO- r C_. REO'D. EO-:�._ o f L S 1i11k1 k kl 1 Min. L k\ ' ti. } 1 1/4'0 TAPCON OR TAPCON WITNI ADVANCED THREADFORM TECHNOLOGY ) 2 a Cor4T w/ 1 1/z 1 1/4`0 TAPCON OR TAPCON WITH. ADVANCED 1 ; -•--•^ SILL PLATE EXISTING PENETRATION AREA.TO ! THREADFORM TECHNOLOGY W 1 2 ...-!.... 1/4'¢TAPCON OR NOTE: R Q D l (SEE `! / / u TAPCON WITH DVANC D I SE SH"'ET 4 FO E SCHEDULE ON SHEET IS) i L 1 1 Mm.PENETRATION OF THREADED AREA INTO PLYWOOD - TYPICAL\\ A E E R 1- ! SEE SCHEDULE ON$RELY 15' I/2`MIN.C07(�� THREADFORM TECHNOLOGY SHUTTER AS$EIdBLY. ..,�,-+ WALL FINISH _-:...,r +-'• ( 1 EXISTING MIN 1'x4' z S1UD5® 16`O.C.MAX. PLYWOOC REO'D. W/ 1/2"Min.PENETRATION OF 2-MOUNTING SECTIONS CAN DE +�'• 1/2'MIN.COX PLYWOOD REO'D. WALL FINISH-- THREADED AREA INTO PLYWOOD i COMBINED IN ANY WAY TO REO'D. PLYWOOD TO 6E (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®FIV WALL SILL INSTALLATION EXISTING MIN. 2`x4'STUDS 0 I6`O.C.MAX.REO'D. ATTACHED TO STUDS Ii �_...._.. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH "- WITH SECTION 5111 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSjALLATION i •se<-LIM��A0CN5 OF U E Of �HV WALL SILL INSTALLATION F.B.C. BI ADE A)ONSHEE i� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone'. (II 111 tt 'rr/i 02020•� TiLTECO•INC. L ©2020 EASTERN METAL SUPPLY, INC.:•••1:rJ BERTHA HVi. _� f LS.S.A. Accordion Shutter System No.441 t,z.Lr; :_:,- -- H.V. MAX#1 w/OR w/o_H.V.WNDON RADE r"*^�T�' � y TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems ;�.NI DESCRIPTION DATE_ DRAWN BY, M.P o'• STATE.OI :: '"j 6355 N.W.S6ih.St..Ste.30.NRGWA GARDENS,rWR1UA 3316: ASSOCIOtiOn, Inc. OLD 17-107 /2/202 GATE: 7/2/2020 LLL Phore.:(305`871-1530.Fox:(305)671•-1531 4268 Westroads Drive s ...'•" %��r'•.F�GRI� J West Palm Beach, FL 33407 3 DRAWING No <-male lilt<e06aoLeem ....-__ ..................._. 00 719 ....._....._........... 20-164 NA1 ..X\A�\.._._ - WA ER A.D11IL I Jr.F.E. a __._........._.� (lunnnlul k�`. . SEAL/SIGNATURE./DATE FLORIOA u¢.N 44167 -,5._ _. SHEET OF 20 6 1 ' r l• i t INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1 HV &k, HV'TBLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BUDE 6)ONLY SHALL BE LIMITED TO 105.0 nsf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX_ WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE ING_ IN UNISON .._ .. ......1/4"m 7APCDN OR E 2 TAPCON WITH ADVANCED 4"x8"(Min.)EXIST{NG i EDGE(IF APPLICABLE) 'rHREADFORM TECHNOLOGY WOOD BEAM REQUIRE0 f _ „. j 1 1/2"Min.PENETRATION 1 4"m-20x3 4"S.S. OF STRUCTURAL ADEQUACY ? f it _ -•1--- A TING WOOD 13EAM OF THREADED AREA TO 1• PHILUPS TRUSS HEAD O BE CERTIFIEDBY /./ 1. "� r - EXISTING WOOD EXISTING WOOD HEADER. - MACHINE SCREWS REGISTERED ENGINEEER OR i O1 SEE SCHEDULE ON SHEET 15 MEQ EO - TRUSSES OR ( ) W/ 1/4'-2C NUTS ARCHITECT PRIOR TO �r� EO EO j - 0 12'O.C. SHUTTER INSTALLATION 1/2 1/2 �' RAFT REQUIRED tl -0 TAPCON OR t r"lf\-"L" t t_ 1 OR-1 J�"'•, / f "'S+ F EXISTING SOFFIT �, l TAPCON WITH ADVANCED P , .257" THREADFORM TECHNOLOGY i y- f'• (..«• -3/4"Max.THK. i -Max. W/ 1 1/2"Min. PENETRATION •- 4x3 d -L � _....._..�.. .•i x4"x1/8"CONT.ALUM.TUBE Of THREADED AREA 70 EO rEO / z I I { +^ J - S 1.1.5. - a - (6063-T6 ALLOY)W/ I ,' --aPTIUNAL "'-- EXISIINC WOOD HEADER. "s j ! ry 6"D.C. •• _ ;- (3)5/16"0 LAG SCREWS TO cJzr :�a a� 1a or 1s (SEE SCHEDULE ON SHEET 75) 1 t t r" EACH RAFTER OR TRUSS. _.--.11 Or 13 Of 15 I it II�,Ijl LOCATE IAf,SCRENS AT lFY'N I uIDWIDTH OF EXISTING WOOD ;... ._...J L..._.1 t 1 S 5 l 1' `p �I`✓•Ti' i, I 1 I( ..J MEMBER.�2"Min. NOMINAL ..EXISTING MIN 2'x4' Ip`, I I p t l 4L "'�„i �wt=__,.--f t l �.._,1 OPEN HOLE AT EACII '`i WIDTH)W 2"Min. EXISTING—II, HEADER REDID •/ a l.[ I D TO ACCEPT 1T� y� PENF-iRATTON OF THREADED MIN.5FPARATION TO GLASS [[[ _.... GLASS I.;_..._ ---_------ SEE SCHEDULE ON SHEET 11 i EXISTING I ":I;d� 5/tfi m LAG SCREV! €LLI��,,I' F AREA VALID FOR € )�^ ( € r CIA55 ) ! AT CENTER OF'DBE. Ml€ I` INSTALLA D NSEWITH 7C2pA AND ___._ „...._........ .. ..._............. ... ...._. ...,... .. ....._... k5 1 "11l{FFIFIF�011�1( MAX AS DESIGN L N. S V_WALL HEADER INSTALLATION S(MED:a8,du I EXISTING S rLRSs�—' To scs' INSTALLATION ONLY I VALID ( p 1 5010XLE W g1E:, 1 1 �•- if iOt LxAfE(pMD } ;1 I OR 111 FTA axE T,)/a'10 a" { { FUR W000 N' MIN. SPECIFIC I OV 9�FET 19 fWt i,. ON gjET 19 fOTt GRAVITY OF 50 AS DOUGLAS r5.... 1;�•...-' I aA0[5�a e4 ) I I I t '1 j0R 1 FIR OR SOUTHERN PINE Nn.2, 11-SEE SNELI a FDft TWICAI SMUREA ASSCM.L / ��--- _ ...-... ,..,. I,...1 �„t• �-. OR EQUAL. ':2-MouNlwc sEcnons cAr•1 BE coMeNeO (T,HV CEILING INSTALLATION '-� SIN ANY WAY TO S1111 AN'!INSTALlA710N CEILLNG STA LAT 0 t..._. IN ............:........_ I'OR r g� f I ._, ... -- To 7� Mn. I �I I AIN SEPARATION TO GLASS t 14 SCHEDULE (St 17 t I `` _ - ._..._ - 1 .€ ,.€ EXIsnNc 11 FOR SADEXIe jjj}}} " 1 S 4 (SEE SCHEDULE ON SHEET 11)' rl.., C1A55 Cn SIM 19 fTJ! ( �gill '[ I SEPARATION j TO GLASS .I .T EXISTING t tE1' I ......_ 'j� \I 11IALT.9(J All 11 I':. € \ i(ONESHCEGTD cIASSJ; ALTERNATE I I _ a m...._.__......_.._..- ANCHOR y I I r �Iil....�1 EXISTING LOCATION CLASS--- I � MI .2"x6 WOOD WALL- OD U o�A.'.:_<;.-r R..�=_•f��.;.a'-1 17 11\1111 -1sF ^c13i0.4-�aq7y'� 1 A anx.l r ' ..1_0x3- 6"HEX d 7 ... ...FINISH ., - ; it K - PLDi... SCREWS 6 12'oc (NO FINISH 2"x6" ARWOOD "inALLOWEO DECKINRE ._.......... . F EDGE 1/2 OF DECK 1 � EDGE OF DECK IFF APPLICABLE IF APPLICABLE APPUC%ABLE 1 2 x .5. ( 1 1(4"0 T0.CON OR i PHILUPS TRUSS HEAD 2 1,tS .!• 1 Min. ,. i.. .. .. 1 4"m TAPCON OR TAPCON WITH ADVANCED ! TAPCON WITH ADVANCED MIN.- MACHINE SCREWS . t / s_.... 2"lAIN. - 2">t4 CUNT 'ttI THREADFORM TECHNOLOGY W/ 1/4-20 NUTS THRTADF'ORM TECHNOLOGY W/ 1 1/2"Min. SILL PLAIL L 1/4"m TAPCON OR TAPCON WITH ADVANCED THREADFORM _ .-2"MN�._ PENETRATION OF THREADED ! ':I!. W/ 1 t/2"Min.PENETRATION 9 12"O.C. ENETRAT10N OF THREADED > TECHNOLOGY'N/ 1 1/2"Min.P AREA i0 EXISTING WOOD HEADER. SEE _ -. RcOb pi OF THREADED AREA 70 ( "- „ AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) ,a EXISTING WOOD HEADER. SCHEDULE ON SHEET 15) ' ".. (SEE SCHEDULE ON SHEET 15) X,�V WALK—OVER INSTALLATION ♦ SEE UNRATIONS OF USE FOR ��. V) HV WALL SILL INSTALLATION { BAOE�AION SHEET 19 �W1HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. 'lll ill GAAA _ BERTHA H T., ?. '"j,Ehs '''•� -_: Accordion.Shutter Systtem ETi q ,,to c• w ® H.V. MADE 1 W/OR W/O KV.WNDOW � L �' a 441 6;'. = s-- American Shutter Systems - IPTIDN DATE owTWN B7 M.P -^"'x' "'"" -'•-'--�- -� TILL TESTING & ENGINEERING COMPANY Association, Inc. E_v N o— D —` - T%2/2D20 DATE: 7j2/2Qzo""' • ,.,- ! L 6355 N.W.Jot..St..Sw.3n5,VIRGNIA GAFIUENS,F.-D>3312! --.y'�•-..�-•-..-_. --- S q'• STATE 0 ✓ r Phonn:(305)B71-1530.Fina:(305)871-1531 4268 Westroads Drlve z ;j -._....._.. DRAWING No p moll:NR"oemol.aom West Palm Becch, FL 53407CA ~3 ,z0-1 64 i F "•.....•• -•?-..._--- WALTER A 71LUT Jr-P.E. ...._. �'AAryAsS�OP1P.l P\ FLORIDA UE.0 441G7 5 AAFnnnDnl p�`SEAL/SIGNATURE/DATE "'e 5 17 T OF 20 V _END INSTALLATIONS HV BLADE. OR ttA� WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS STUD•Ym.DODO �..sruos REO'D. z'Aa'we,wDDD W.SUDS.... /DY TAPCON STUDS KO-D. (AS hFFIHY.D,E) I\ /{;.'.j/NI/CHOR O 6• nx!SH)1 r III \ / (Ian'" SIDD9 I S. f I s V «,_I OR W/ E105nNC CIA;a...., -i �' /�.+"( h ' PL1'WD00/NO '.'...,.. .,•Y�. )i � I! 0NSIIN-.GUSS — �_ h1 \ \JI• \ E9HDS .r..hG C_1_.1I96 1 2-MN.COx CIS\ MN.SOINV'T MN,SIPNIVN PLY0 To N nN.coxDASS(s ).• ro aas(sEE c�—Y--' uN.s�.RanD+ �--' Yn S�ffRtE 01 9¢T Plm'OW. .,.: 1 •�®,DCm �- ..... -- TO O.ASS('SE tr•uw.CO '�'� ) N li IIIt eN]E�AIE) - /l`6 •GOE 6T6 M{Y L // ON.10C`19 RR _ ,•I sfIIxE.r�fE O PLY,NOD. i/T �RW 6 ON SNEET 01•' T 19"ON . )CONT. ill45N- /2 wN.CDx •: D1C6(T;k® - ALU DOSE RYATx)D.. O'O'6/1.k QF) WALL • MSMET I9 O: 19 rAt U.N. M1E.(LWTF. 1/S, ` .. .._.... rIVSN f1ML k Yl➢6 k .. .........,. .. ...._. - O160C. 016.0/^'SY9 _._ w ".. .., _._,..... .41.. !�.. .r l+)hal/T-sus.ro') ! -:-' 'i......................... •..:Si SEE pC'rAc x FOR, ? { uV•'.r9xaa.wCNad ro 1 OR SEE OCT-x ro E I:OR N.a onu.N s�cr(,) rz AT 1.,, OR Q -- I.j"I OR�y� ) 9D[CpNNCaIDN 1 - TO 1RK:K5 i ...... SEE DETAIL x FIXa 4 T �' !1 SIDE CCNNECTIOM ..�l.,-�a:ac�a©•\/U.0 Q - / TO TRACKS I T'" t D-13 !Cw l•. Vi CO• -�• SIDE CONNLCIIOn > c-l-"@•V�- •�- ��-J - TOe�•Q9- �•0•v•1�16�'tl'Q.&- •`y-•,y.,�'-�{�,�a 10 - - �9'V - •ZTJ.i6�,07 $w V U t 0&00-4�- 0.6,�@.a.( CO.O•C ©•C>•t- N,.f,-ns.�Ga.C.i. 3.3-3ia�-�•L- C•R.0.9-6.4.0 G C @ END CONNECTION DETAIL(7) END CONNECTION DETAIL80 END CONNECTION DETAIL(J END CONNECTION DETAIL QQ �pV55 • RCYWmED ONLY TM SANS GRUIEN TI!AN 1T'-O•! T• MR WOOD ! ... .. ...._. SUO ROD' CK % /APCO OPS I/ab TWFACCw I/ANCFb33. 6110<lOc SMS.•"Y ,,_,1 IX151NG CU55 P[EIRA 2•C C, pENCINAi16 0 12 OC 14lL—TiON ! �. .... .. TO o—(gE I Yn v:PA•una9 r� �..,. 1/z n vstroE[ sGFaET .. .. 4 SEE LIMITATIONS OF USE ............. ... _ � L / v.. • BLADE/lA ON SHEET F ro LU4(SEEOR ! i i /` _<^�"_�� O`! 19 f3iu T \� I axca E9 k - '7 Fins Do q)k i5 ... JA anmlylii ', 1 ! ( (�'" _ o 6 Uls; cR r./gau u 4 _ ) 1 1. ! J \ t __. .....J �1 .N .r -.__ i�. -•' ",a' /\'.. ,..` �.� MIN........_ D a C TJ OR] f fi,Sp ! I Mw ,4 L �i �.b 42-i I.OR 7 f;.�6)•T:a�AeQA##`��rog'f �WUErw:•r! z.+ um.WooD >, �13®^'C4-\7•xTO-`(�°{t�•'f�" Dr1l{,r.IxiL3,1DN(�rR�� VIEW Y ... '�Q,i-'Lj,.fy-V•V- STUDS REO'U, iW6H ....Y'!F"f3\-S?•V�-CJ'Q�'- L_A1J 0 @-©l•�a- p6.g�..S.3.-S.cs, DETAIL X END CONNECTION DETAIL (1) END CONNECTION DETAIL !1f2 S. FLORIDA BUILDING CODE(NOn High Velocity Hurricane Zone' ......... /�V" 02020 TILTECO,INC. D 2020 EASTERN METAL SUPPLY, INC. B HA HVS/ '-" TILLIT TESTING�' C a Accordion , u ystem r No.4416 „.._. Ir; •ti ■ r d H V. ELADE#1 W/OR W/0 H V. WNDOW BLADE STATE OF INc & ENGINEERING COMPANY American Shutter Systems y,N DESCRIPTION ESCRIPTION_ _ PATE `DRAWN ON'. M,P _ .A (1�;�_'/ 'SST isShu i/', `�, s.•G'�' 6355 N.W.36th.St..S!e.305,WIOINiA GARDCNS.FLORIDA,331 ' Association, Ine. I j OLD 1 i-.102 O F �c cg j2jzoz, OA1E: /z/2o2o '�.��` •, �ORIDA,.• �,? Ph—:(305)821-1530,Fax:(305)871=153I 4208 Weslroods 149Yve x I O-rnui!:DltecO0"!.com ` West Palm Beach, FL 334U7 "- ------ DRAWING No CA-0006]19 _.........__.............. 6• /////lllllll IN111\ \\\• ...•.•..•.— 'NPLIER A.11LUT Jr.P.F,. D 20— 64 .................................. ...__.._...�.. P.E. SEAL/SIGNATURE/DATE FLDRIOa U.. p aa1D7 5 .• SHEET6 18 OF 20 - r-¢1.j�1�1�5���?/wI�A� I • pGIJERAI LMRATIONS AND GONDRIONS OF LrgE FOR BERT1iA I WORKING IN ! I.NA%.A.S.D.DESIGN PRESSURE RATING:+110,- 110 /. , ....... 2.MAX.SHUTTER SPAN:96' D Ti 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6.71 AS WELL AS I P I MOUNDNGS M,0,T. &W ON SHEETS 16&17, t 5( '; inch` UQ ONLY C ED INA SYMMETAL OR OPPNC TAUT.W CfSEEOF ODPO5 C , YOUi, MUSE BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF r I RAJ�C`L� � j ,:..•, II I I I I CENIERMATE , S.(A)FIV WINDOW BlaOE 1 SNAIL ONLY ALLOW A MAXIMUM OF 5 OPENINGS TYP.EA.END / 11, (! i/ / fl I ! ,• I !L' j 'S (3'o HOLES)FOR44 PER EAT SPACINGS SHOWN ON SHEEP 4. 44.. -- ;' II I , i, I, hjl � I_ (B)MIN.CLEARANCE FR0�1 TOP OR BOTTOM EDGE OF HV WINDOW BLADE Iy ; {�MAX. 5 WINDOWS 0. ' j " �j I I(/�4 OF ANY J D HOLE FOR SHALL BE 12. • V r/ :I•/ I Li n( ? I ! 31 I!"tij / T� It( }I I�fl R 5 I WINDOW At Hv� �I, j f) V 41511 ltlY l�,F 1 \1lA 1� WTNCOW BLADE WI OW AD LIST BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV I I[ E ; i I ! [€ I ,.,� I ,':� WINDOW BLADE 1 '`' iI/ i I i ;rill!11i`" 1 n Ir• ( :4• (D)HV WINDOW BLADE I MUST BE USED ALTERNATE TO A SOLD HV BLADE o I � •.� ... � �� , THROUGHOUT SHUTTERS WIDTH. '�I' (!' .I •`E (E)CE RMATES SHALL AaVAYS BE INSTALL Fn ALUACENt TO A SOLID IiV �y ( ./. (_ •�11 � �{ - ?L, {�I �.{. ,!1 I� / BLADE 7�AT L-RNER SIDE OF THEM. (j (f)POLYCARBOt1ATE HV WINDOW 144�SHALL BE 1NSTAUFA SO TABS FACE SEE F.NIi I ij� ! II'' t !I i }�Y �'i •` I.j" •�, THE INTERIOR OF 1HE OPENING BEWC PROTECTED.HV WINDOWMUST BE CONNECTION j / r / / 1 y�s (• /•I/•I I; I'. I ONLY IN AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASS4 CETAILS ON SNE_ISI < jl t' ':1 i �i71 •V4;° 3�' �e I fl :! �i ,s V+ li ;: it INC. 10& ,H WP i;. L FULL HEIG,O. i`: ! I I< L I 3 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME stBUILDINGS ON SHEET 15,AS LIMITED BY SPAN ANO DESIGN LOAD(SEE NOTES u1YF1 &zDVE). I i SEE AN MON SPACING SCHEDULE FOR INSTALLATIONS INTO POURED -!' CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS UNITED BY t lf � I? I 4 I f III { SPAN AND DESIGN LOAD SEE NOTES 1 &2 ABOVE). S. ` " B. .MUM SEPARATION TO CLASS SCHEDULE.PER ASTM -1996. 3S :(SEE PLAN FOR REQUIREMENTS) ;� � 1 / • MINIMUM IITWIND ZONE I MINIMUM SEPARATION TUP&BOTTOM (w,, ,Z o6(L4/DR lysi�17\� ..............._„�._7___. ..__.......... ....�.,—..._ ._....,.....� ............... .................. ...............H. ....._... _ NUMITED WIU'•s .........._ _.,.._....... ..... ...._...... .. _.._. ... 1 THRU..J.... i _ i'_........._ MN.SEPARAMON TO GLASS - ------'-----EXISTING GLASS-1ELEVATION SCHEDULE ON 91EET 11 FOR aADEm .................°....._.._._i_._..._................_6:...... AND ON THIS SHEET FOR BIJOLi m& �_._ __....__. ....... t ••� `\ giJ RTOPPO I}Ny{GENTERMATES G�1f W/�1ry{EXTERIOR ONLY1 5 ....... TA / TYP. T�, � •j; „4; AND 0 SEE NOTE 4 ABOVE) FIX/ TYP �� -�Z'-- //��''��'�� •._ft..._ /- ��� TYP. SYNM€fRiCAl_CFNTERMATES l`��;5` .S\ / _ ...ti. ..._....,.. r (""'� 5 AND .... ... .. W/O SAS(BE NOTE 4 ABOVE) PLAN TYPICAL J', HV BLADE WORKING IN UNISON..WITH HV WINDOW BLADE 1Pi SHUTTER* ---�'� N.T.S. FLORIDA BUILDING CODE(Nor. Nigh Velocity Nurriccne Zone; ©20��2gg0 EASTERN(M,E�TA/L�SU(P�PLY, INC. .v\c.... /J./i� m2020 TILTEINC. BERTHA A H V TM ........._.-.— :• ,� `-a.... FTIL lE rN�. p e . . n Acco ion S gutter steNo, 441 H v e(anE{/1 w/ /o iLv.NiNnawyE LADEI w7 � A Shutter -. _.... ......... American er Systems [EV.KJjDESCNIPTI0N DATE DRA%,N 9Y: M.P TILLIT TESTING Et ENGINEERING COMPANY STATE p Assocition, Inc. 17-1077/2/2020 ``• PN St.,Ste.3D5,MWNU WRENS.RARIGA , 4268 Westroad^, DriveDRAWNN None]6;(T05)871-1530.Fcx:(JU5)671-153,,3 ._.._-_._. G 0 West Palm Beach, FL 33407 635 .• � N 20 164 '''ns/NNAL E 7G\"�—_..._..-_—. FLORIDA p DA Lc.6 44167E 5 SHEET `ljnnnnuu P� . SEAL/SIGNATURE/DATE 19 OF 20 INSTALLATIONS HV BLADE & HV CENTERMATES ( �2•GDD"MnX'; �6•[ 1 1/2•[0.035'THICK -, " 'VARI$:'"I i'Min.ASTM A-653 GRADE 40y`.,..:.•., 81 _-___--_- T .. 2..MaX.;.i * oa .... .... Min.L STUDS SMV.AT STEEL :; :_.:.:,,., INTO METAL STUD WALLS N� METAL STU05 AT 16"O.C. r ' 1 G".C! F....41 _^ o00 30 1f4"g NOMINAL ?tzry / 47s „38 ,-�r-�c 'I` GENERAL LIMITATIONS AND CONDITIONS OF USE ALUMIN SLEEVE o r RTHA t f l HV BLADE ACCORDION SHUTTER 6067-•T5 ALLOY I 93c L43oJ y r! ft! FOR BE L., 3/4'.6 1/4•x 0.035"THICK u1.; .,._:"i �I C ��,''� -„_ .�I.IU� s � I SYSTEM INSTALLATION TO METAL STUD WALLS CANT.CAW,STsTl,TRACK CHANNEL,,0 6'O.0 r o 6"o C. 1 i ,__ 3.000" _ ASTM A-66]GRADE 40 Min.G-60 1 y ; - 'I'-'-" '-j SEPARATION TO GLASS SCHEDULE MDX. w/L(j 5D FASTENED SCRENSDON i i•EXISIING FINISH �39-% i ` � 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psf)! =- INTERIOR @EXTERIOR FACC 1 AS APPLICABLE `-� �.S � �"'l,!/ a 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM ' in ASTM E-1996 SEPARATIONS 43D LE.NGiH + I'i MIN.SEPARATION '° 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS EXISTING GLASS---� " k 1,Zeo-zon BOLT .................... TO CLASS 4 ---�.!- (SEE SCHEDULE) Ili-43 w 1 THRU 3 V. - 4. ONLY�CENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED MUST PENETRATE 43c 1" i eG i ( ') m WITH 21 ARRANGED A S METRICAL LAYOUT. -------- _..._..............._.._...._ USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" EXISTING FINISH I¢I L!/ INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE-OF �•1.373"" 1 3/41 6 1/4"X 0.035"THICK Min.1 ' 3 L AS APPLICABLE CENTERMATE CONT.GALV.STEEL TRACK CHANNEL.; ;I i I . I -- 'ASTM A-653 GRADE 40 Min.C-60 I 5 I __.. I ...-)---.. �:. ,JI j GALVANIZE➢FASTENED TO SNOS I.1_._ W/(2)06,1 2"TEK SCREWS ON 43c 43a ?I'I .»I _..,.____.._..._ --_...-_-.- f FADS e I 250 INTERIOR h EX1ETtIGR FACE i '.®6"O.C. 'f®8"O.C. fI,...,_ N5 __T....__ �'1 4 m-20 THR L ''•., j **fL BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43c 1/4"ID ELCO CONSTRUCTION W °; tE_AB-LOX HD 12 CEN7ERMATE 21 APPUCATION WITH BLADE 1 'PRODUCTS .6"X 1 1/2•.0.035'THICK W I ';:"VARIES'r;.1 o.c. COMPONENTS Min.ASTM A-653 GRADE 40 -r--,�- :; 2.•.;Na%. ;+ Min'G-60 GAL STEEL WALL HEADER/SILL INSTALLATION EXISTING flNISH AS MPIICABLE SCALE: 3/8"= 1" METAL STUDS AT lfi O.C.— Min, ..._...L...........::..::.:__L —— r , BOTTOM)i _iL {ON/iG•GALV.1/STE:l TORACK C THICK NANNEL. _zEXF-rING GLASS I - `7 I -� 'ASTM A-653 GRADE 40 Min.C-60 I ..— L --,-^--- J -'•""'-""T""!" - _ -'-- " 99 GALVANIZED FASTENED TO STUDS ;. •`; 'i I , , %V/('2)f6x1/2'TEK SCREA'S ON SYMMETRYCAL SYMMETRYCAL INTERIOR&EXTERIOR FACE ! 1 , a MIN. SEPARATION VAR1E5 4 43a 43b}�43c I -- ( II .CENTERMATES W ; TO cuss I CENTERMATES.._W (SEE SCHEDULE) M 4 .'EXTERIOR_"ACCESS SIDE':,. ;',. INTERIOR ACCESS ' I i I.3A--- `� ==` — ------- — ------ -- --------- --- -- — ----- ----- ---_- i -- ---------------- .-•.. - - ----- ---- ---- - t (�� !1 1 �.......,i .v '. 6 (Ty I IN f351(s,.M•D.) "INL� : ----------------- -----------^:24 -------- ----------- — ---- —- }------------------- -------- =____=_____-- - -- --- ------ --- ----- — -- -_.......-__ 4 }f L.................... ...._,_ -_, - __ - ___ __ r 4 1 ;21 i ✓ LOCATED AT 12_ I 'S ✓ /. I / HV HEAD ND ��---- - -------------- -- _...- _i____ / s (1 L /4�• :1 2}' x`ta � i�3�(6 Alm) -_ ....... TI TRACK I 3 ,/°__(rc)- 6 i z' r P.) 7 24;......._... 6 1/ SLACK ** CONNECTION TO C VIEW Y SIDE .. H� I�•V_B BLADE SLACK DETAIL HVF HV_C FLORIDA BUILDING CODE(H m High Velocity Hurricane Zone' 1111411It t4(q m2020 IILTECO,INC. 0-2020 EASTERN METAL SUPPLY, INC. rrrr� C zj ®GIRTfldi Pl M T1.1 T �\GEII /71L Accordion Shutter System S. ® �F�c. r ■ Ra m RV. BLADE#1 W/OR W/O H.V.WINDOW BADE TESTING & ENGINEERING COMPANY American Shutter Systems _e 1k i * r TauT Association, Inc. - E1' Hd DESCRIPTION DATE DRAWN BY: N.P a STATE F 6]65 N.W.]BIA.6L,Sit.306. RGbU GARDENS.RDR 3316k 4 OLD.1;! LG7 ✓/2/202: DATE: 7/2f0''D s Q� Phone:(305)B71-1530.Fa :(305)871-1531 268 V estroad Dive 2 _-__._ DRAWIN No ! s F ,-moil:lnl[coaaom.con+ West Palm Beach, FL 33407 3 (O RI'�P.•••�`�'.` CA-00D6719 .._.__................... 20-164 `-VS c' ram- WALTER A TILUT Jr.P.E. 4 pNAt L \\\\ FLORIDA Ua. 44167 .'-•..._- -_...._ 5 ^ !!!!!Il1I IRA SEAL/SIGNATURE/DATE 6 -'-"....-.... S. 20 OF 20