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Home My WebLink AboutProduct Approval Florida Building Code Online https://www.floridabuilding.orb%pr/pr_app_dtl.aspx?param=wGE. _ Ir BCISSHHo'me Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search Product Approval t461 USER:Public User Product_Approval Menu>Product or Application Search>Application_List>Application Detail .2�6 FL# FL389-R10 �� r Application Type Revision REVIEWED FOR Code Version 2020 Application Status Approved CODE COMPLIANCE ST. LUCIE COUNTY Comments Archived BOCjCj 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 File Copy Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Walter A.. Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist- Hardcopy Received Certificate of Independence FL389_R10_C0I_C0I_ASSA_.BLADEI_.pdf FL389_R10_COI_COI_ASSA BLADEI_2.pdf FL389_R10_COI_COI_ASSA_BLADE3.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code 1 of 3 1/5/2021, 5:00 PN Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGE. Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks 3- (Non-HVHZ)-Drwg 20-165 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_R10_II DRWING ASSA_BLADE3.Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida, Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level"D".Max span is 12'-3"for 40 psf FL389_R10_AE_PER_ASSA_BLADE3.pdf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)- Drwg 20-164 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ: No FL389_R10_II DRWING_ASSA BLADEI.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max. Span is 16'-0"for 30 FL389_R30_AE_PER_ASSA_BLADEi.pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f.A.S.D. load for HV blade for Keystone mountings 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. for HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 20-163 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_R10_II_DRW_ASSA_BLADEI_2.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. Max. 16'-0"span at 30 p.s.f ASD load FL389_R10_AE_PER_ASSA_BLADEI_Zdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party: Yes 12, 25 and 28 respectively Bade Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32199 Phone:850-487-1824 I� The State of Florida is an WEED employer.CalMight 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 emaits 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 berg_. Product Approval Accepts: In ® N 2 of 3 1/5/2021,5:00 PN 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(7B1 EDMON)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. ----- ---- -..__-�_ DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WINO SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL LBLE._OF CONTENTS BE INSTALLED WITH A DIRECTIONAUTY FACTOR Kd-0.85, USING A90E 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASIDE 7-16 SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS AREA I: HV BLADE'S(1)& Q BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THAT COIN AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER TRESSED,A 33 14 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS�'[USED IN TMpR GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WINO DURATIONRATION I FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS N W000. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1606.1.2 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 -HW BLADE Q #0214.01-03.10715.01-03.#1004.01-05, 01274.01-05,00317.02-06, /0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2; HV BLADE(1)AND HV WINDOW BLADE AND E-1996 STANDARDS(MISSILE LEVEL D.WAND ZONES 1.2&3) &01220.01-10 AS PER TAS 201. 203&203 PROTOCOLS LARGE MISSILE. (WHERE(wHERE APPLC:A5 r) -HIV WINDOW BLADE 0#0505.01-08 AS PER ASTM E-1BB6 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND/0725.OI-B8 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. HV BLADEQ AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERALL.LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE I)14x2.75•AND/140.75"RESPECTIVELY,410-M MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND 180 kei TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLAY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS J0.0 kI AIO 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE W/FLORIDASTEEL 3NG CO 316 A151 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 keI MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SWU-L COMPLY W/iORI BUILDING CODE SECTION 2411.S.J.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 WI MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE ID 12,13.14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HIV BLADE( &Q WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 B.THIS BERTHA H.V.ACCORDION SHARER SYSTEM BEARS A U.S. PATENT/8'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART 8Y U.S. PATENT A5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 METAL SUPPLY,INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA I HV WINDOW BLADE (TAIL ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEM PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT. OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD ES CENTERMAT AND ENGAGE OR LOCK ALL HV AND HD LOCKS, AREA 4: HV WINDOW BLADE 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 SUKDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS 114E CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E-D.WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLOMDA BUILDING CODE Non High Velocity Hurricone Zone' (t�1III 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. °MPS •....:.. �/r''', ,�'S�.• \CEN 7iL E C O ,Nc. A.S.S.A. Accordion Shutter System FLV. BADE#1 W/OR W/0 RV.WINI MT BADE No.441 7 z > TILUT TESTING & ENGINEERING COMPANY American Shutter Systems _DEscmrmoN 9AlE oRA ,BY: MP *E * `>- ---- sass N.W.3ah.s..s1e.305.WR(.1HV,GMOFNS.rLomw stl AeeOOIOtIOne Inc. 1 OLD 17-107 /2/ M1E: 7/2/2020 "o'• STATE.E ;�� 'W20 Phone:(305)871-1530 Fox:(305)671-1531 4268 Westroods Drive 2 9'•, e-mef� �7191.oem West Palm Beach, FL 33407 -a - O 20 G 1N6 WADER A TILUT Jr P.E. 1 DIVAN .�A`S�EAL/SIGNATURE/DATE FLORIDA u` �44167 5 ,NEE e 1 OF 20 a VARI -- - --- 7� r 616 m _ _ 1.918" _ 1.491' a 4'p 1 vo7fflBLADE* ' 0.454 Max. 1 200" . _ � 3`' 4.365' -�L rC5)H�V UNT 4.999 DE •375' ��HV UNIVERSAL FLOATER. 0rf 18Dr STARTER COVE 458179 QUALIFIED FOR USE W/ HV BLADE O OVU LlRED�OR USE W/ 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE HV BT6DALLOY AN R 'SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 B 6063-T6 ALLOY AND TEMPER 3.226' 1.500' TEMPER .37 _ p J 556 �O (m'•) _ F?�i, 670' .3' - 2 670' 1 , .6701." 2 228' _ n II rd (v'- 0 _L 674 1.000: «. 642 N g n✓_ 8 (7)HV ADJ. ADAPTER W/LIP 4.4J6' 12S'.0.072'_;;_ 0.072' _ - ti I 1.375'_ 3.226' '"- QUALIFIED FOR USE W%HV *HV WALK-OVER TRACK BLADE - BLADE( 60HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV (9�HV TRENCH TRACK ss= - QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER - 3.750' - BLADE� QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A D TEMPER BLADE� BLADE Q ONLY. �� HV RAINGUARD 6063-T6 ALLOY AND TEMPER ^ VARIES ;.� 6063-T6 ALLOY AND TEMPER QVALIFIED FOR USE W/ HV 1' _ 1.915' BIADE(1 J b _ 1 917' '.,M... VARIES 1.936 6063-T6 ALLOY AND TEMP o _ _ _083' O6J - .083• J y M. 083 .09 \� �.-3 - 125"II a• 060' 093 I 060 g 670 r N �C �� n r 4�p1 .670'• 1688' �= 472p: ,670"J '"K- 3.520' _ 5.520' _ _ 3.529` 1, _ J - .670' eQ Jr. 1 HV HEADER/SILL /.� 3,329' 11 HV CEILING HEADER Q / (� �J Q LIFIED FOR USE W/ HV BLADE(1�ONLY, QUALIFIED ALL AND TE PERDONLY QUALIFIED FOR USE W/ HV BLADE�7� 14 HD WALL HEADER/SILL SEE SECTIONS FOR MPERVALID T1yy'' SEE SECTIONS FOR VALIDITY QUALIFIED FOR�USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADF 01 ONLY X _ 6063-T6 ALLOY AND TEMPER Ti COMPONENT A B I I- I I` .062- Ij, 2" 2' 0.125` t L IF @� 2' S`MAX. 1/8• 1/8` II J V J' 3' 0.090' �8 SIDE ANGLE e 2' 5"MAX. 0.192" 0.192" - C� S - - �Q� - x QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 0s 2.5- 7"MAX. 0.190" 0.190" v CORNER POSTS BLADE QUALIFIED FOK USE W/ HV QUALIFIED BFOR USE LADE(1� W/ HV 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY ® 2" 5`MAX. 0.139- 0.131" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLOW BUILDING NUt7C:(Non High Velocity Hurricane Zone `` ��'''/' 02020 TILTECO•INC. ©2020 EASTERN METAL SUPPLY. INC. "N •••...... lJ,; BERTHA HV,_ u TLVcO N t:. Q S S A Accordion Shutter System No.441 7 c ■ ■ ■ ■ Hv. F340E1 w/OR w/0 Kv. WINDOW BLADE American Shutter S stems - -- *[ * V TILLIT TESTING dL ENGINEERING COMPANYy EV_N. DESCRIPTION DATE DRAWN eY: M.P 6366 N.W.36M.$I.•St..303•VAM.WDENs.rtoR.33,6, Association, Inc. I OLD 17-107 71212020 DATE. 7/2/2020 STATE 0 • ZC PI,o : t305)e71-1530.FD,:(305)671-1531 4268 Westro0ds Drive 2 West Palm Beach, FL 33407 3 DRAWING No .c'• t4ORID .-n 9:en.�spa.�om 20-�64 'CA-OW6719 �''a`,Ss�ONAI t ¢``��SEAL/SIGNATURE/DATE W� A LkLL/::,ei 5 SHE 4.576• _ ,745' 2.293- C 1/4-2D DIE CAST THIRADED HOUSING_e.334' OWED PNNTED 1/4'-HI/ t411EA0ED DIE HOUSING ENAMEL ai±osi .. flY(m PNNTED ��fNti L S TURN 4. o6z o . I KNOB. ED 5_ _ 9NSS CriMAER BASS CYLINDER k KEYS(CHROME (CHROME PLATED) �21) HV CENTERMATo. 13zs_: T,LTED) QUALIFIED FOR USC W/ HV BLADE 1�ONLY ��/ a!T°ga '�'' ® �6063-ts ALLOY AND ER QU ED FOR USt W/ HV BLADE 1)& 1 ONLY Q,� 3.023 '. QUALIFIED FOR USE W/ HV FOR USE W/ FN 6063-T6 ALLOY AND TEMPER HV CORNERBLADE 1 & BLADE 10& ®ONLY. IFIED FOR USE W/ HV BLADE 1 ON250"o.D. s1e 2.874' 6063-T6 ALLOY AND TEMPER r�518'- _ 1.756' __922_. MOLDED TO 4.045' _ �2 SCREW �� 8 f _ 2.079' _._ 1.753'////�,,((�� t•�'_ 06ry D� A /' - -.360'AFTER RNEnNG I.ODo. y ' I o \ "� m era, 06 /s [["'°' 1 4 28 5 x+3 4" BEFORE RIVETING S S "THUMBSCREW 1/4"0-20 RlVNUTe J� *SERIES 9444 ALUMINUM (2024-T3 ALLOY)LARGE FIANCE THIN 2.730' - 7_750' SHIM NUTSERT.PART/0820,AS MANUFACTURED BY AVDEL fLM1 " FRONT ELEVATION 0 HY MALE "' " LOCK CEKgRMATE -1 4.566• CHERRY TEKTORN,PMSIPPENT.NEW JEPSEY 07054 ON EQUAL. LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ EIV BLADE 1 ONLY HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK ® HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ hiV BLADE 1QONLY 6063-T6 ALL AND TEMPER QUALIFIED FOR USE W/ HV BLADE ONLY QUALIFIED FOR USE QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' W/HV BLADE llJ ONLY. BLADE iQ ONLY 1.917 - 1.917' _ ESA_• m 3.1610 -L 32 432. 104:___ THUMMRN Illm �3 062' ' n _ ur-�{ CYLINDER OR ry .214' m � ♦. HEY CYLINDER (L in " � .- r� b i .545' 0.875"Min. \ ----� h� .i0jO v4 1 .17 25"Mo+. HD CENTERMATE W LOCKING ROD a �Do 16 QUALIFIED FOR W/ HV B _ QUALIFIED FOR USE W/ HV BLADE 1 & 1A 606 3 ALLOY AND ER ' VARIES.k2'MIN. 6063-T6 ALLOY ER QUALIFIED FOR USE W/ HV BLADE 1 & $ RH /a 4-zti S.S.OR 3/8'e-16 +D _ 6063-T6 ALLOY HAND TEMPER ACETAL THUMRSCREWS. *1 2. THUMBTURN i (SF�E DETAKS) / CYLINDER 315' OR KEY _ e - 1.57 Min_ CYI INDER LOCKING ROD - - $, J6 MD" 375'1 -1/1'� HD LOCK QUALIFIED FOR USE W/ HV BLADE(( 6063-T6 ALLOY AND TEMPER HV 3/80-16 ACETAL HV 1/4" 0-20 AISI 304 BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6)INSTALLATION WILL REQUIRE A 7/16- THUMBSCR��S SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1O& \J DRILLED AT TRACKS FOR PROPER EMB NT �l QUALI))FI{yEyD FOR USE W% HV E 1 QUALIFIED FOR USE W/ HV BLADE(1) RIADA BUILDING CODE(Non High Velocity Hurricane Zone `� r1•..•• I(•��i�4 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC_ BERHA HVTM No.44 A S S A Accordion Shutter Sy stem H.V. BLADE/1 W/OR W/0 FV.WNDOW BLADE *• * --�� TILLIT TESTING& ENGINEERING COMPANY American Shutter Systems1411-- ?-- E B---M ----' M Y 'TV. DESCRIPTION DATE �DRAWN BY: M P 9'. STATE F 0�p 6355 N.W.M1K.St..Ste.305,VIRCIIM GNr0EN5.FLORIDA Al Association, Inc. OLD 17-107 7/2/2020 DATE. 7/2/2020 O'•, F -""Al/ PNene (305)671-1530.Fox:(305)871-1531 4268 Westroods Drive 2 F' �OR I P•.G� e CA o11D67w West Palm Beach, FL 33407 s _ .DRAWING No S N WALTER A TRIA Jr.P.E. 4 20 _.._- �N1Aiu CA FLORIDA LIc./44167 5 SHEET 1 64 a 3OF 20 ASSEMBLY SCHEDULE FOR SHUTTERKV_ H V I'Z*MIN "LEJARANCE 4 TO 8F , TOP LADE Dl O HV BLADE I FCC I A 11375 HV WINDOW SIAM .. HV BLADE IA Of,2 36,1!• HV LONG RECESSED NYLON BUSHING y "IC �4* 0625", HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER Q OR (19 FLAT PORTION,! RI.750191 LF EILAUk 37-'Aj" HV WHEEL CARRIAGE AISI 302-303 SERIFS 4 (4 1 7 //8750" x 0.870"x3/16" THICK NYLON WHEEL. �41 1 1 @3 1- 1 t ry ;' 7/8-MIN. HV WINDOW SEPARATION 0.18B"O AJSI 302 SERIES S.S. RIVETS oS CLEAR O-TWELN -3,7500' (9 HV 1 3/4" ACCORDION PIN W1 #8 HEAD EXTERIOR Lt- ._e::, X WANE '/4' il OPENINGS r, 0 ON C,NTERS 7500" (9 HV 2 3/4' ACCORDION PIN W/ #8 HEAD 47 !t 4 2 1/4" EV3fAjIQN 5"0 (9 POLYCARBONATE IMPACT RESISTANT HV WINDOWir� El EAR E1E'wE'N TYPICAL HV WINDOW BLADE 16 AND TAPS (3 q0 P: _)9 POLYCARBONATE HV WINDOW DETAI @ OR (g or 43 N 1S. (SEE NOTE FOR OOR POLYCARJ30NATE IMPAQ, -1 RC5)5TANI IIV vVINbOw RAYFR MAKROI ON 3103 POLYCARBONAn- 0 _j MI UV-STARII-IZFD GRADE OR SARIC ! T' PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR 10 RLAD C'I RESINS,F TMIM INNOVATIVF PLASTIC LEXAN I qt",'N HV ""' 1A OR 1L�E (SFF NOTE 1 ON SHE[.[ 01 HV PIN (9 SHAI Al WAYS BF USED AT ALL EXTERIOR 4.0 KNUCKLES OF T BOTTOM 14V ACCORDION SYSTEM W/ HV 10 OR :1 (�o -�I.' POLYCARBONATE SOURCES FOR 44 14V (9 BLADE. EXTERIOR AIVUCARU -TYPICAL SHUTTER ASSEMBLY HV PIN Ul .11 TU'AT T (2) HV PIN 0 MAY BF USED IN LIEU 01- (43, AND 0NIY At EX OR EXTERIOR BOTTOM KNUCKLES 01 HV ACCORDION SYSTEM W/ lw(l) GLADE'S KNUCKLE BLADE WHEN CORRESPONDING I IN'STAItATION "Il". I ; 11,�'." — (SEE NOTE * FOR REOUIREMENTS) lyr, I 1 i W"OLD STRENGTH w51M D6Jn 9.W0 R. 9.' p 1; HV PIN 112" O.U.0,). 1/16" 1CK NAI�ILF, 2s3( i 13.-T P( ) ..... DIW ',,HALL BE USED FOR DIRECT MOUNT INSIALLAIIL)N '-t D!TA X WHEEL CARRIAGE DEIA1 NIS O#EMBLY LAYOUT ASM D"S C-1 CLASS CLASS S'..1929 'F Q1w IE-U 1I.— M.E'7 A"I IT 1"I I,-, TITTESS XM.-Eft WI P..; 1 HY BLADE SOLID & 1A HV WINDOW BLADE DETAILS S N T.S. FLORIDA BUILDING CODE(No, Hiqi,, Vpiricity Hurricane Zone 0,2020 111I I.G0, INC C2n2r) [A'.7FRN MFTAI SUPPLY, INC. BERTHA HVT11 A S S A. . . . Accordion Shutter System 11LIECO ewc. KV. a"#1 W1 OR W/0 KV.WINDOW BADE NO. 44 6 American Shutter Systems ZEV.N. DFSCRI"ON DATE DRAWN BY: M.P TILLIT TESTING & LNGINEERING COMPANY Association, Inc. I OLD 17--107 7/2/202( DATE 7/2/2020 11� 3611,ST.St.,305.VPGRTM GARDENS, 31111 STATE S (!05)"71-1530'.r,.,,(105)671-1531 4268 Westroods Drive 2 — —DRAWING No t Pr;I,, Recch. F! 3340! 3 CA_0006719 _ WWL�A Tf III J, 11 4 20—164 L I/SICNATUIRF/DATE �JDA J,. #44167 5 SHFFT nunEt 6 4 OF 20 ®'0- ((2��2��jj,, ��; •NOTES ON HV LOCKS AND CENTERMATES' (i.> •e (e: !c ^,Y!J�,'" 1. MANMTORY CONDITION/1: ONE HV LOCK or 35�, 0 43-0.0® 0 ® ®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BE,I�OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTALL,�TIONS AT ANY ELEVATION. HV LOCK(�f or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO Q1�OR CENTERMATES W/(2) 1/4"0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON ++ I TYPICAL SHUTTER ELEVATION. 16 o120. -' 2. N /1" IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV _,{, LOCKS OR 8 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR O�SHALL BE AS INDICATED ON NOTE (1) ABOVE. •L,/• LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. C I V I I' 3. �a.� 42 IS USED H-V_ Irr_�!• LOCKING RODS ARE NOT REQUIRED AT URRIGWE POSITION, BUT MAY u. V_JGR i v 21 0. ® 2;.0 BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS qp OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). � I 4. LLAIIMTDRf OONOITION/2. ONE HV LOCK F� S BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK�or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, N Nvc I + ( ATTACHED TO�S CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S. TWO LOCKING RODS AT TOP k B OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ® MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, lit g ONDITION JI VALID ONLY FOR a - s.yy ONE ALTERNATE HV LOCK 6 MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK®MAY BE USED AS AN MSIDEOR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-20x3/4" S.S.THUMBSCREW TO®OR®CENTERMATES SWILL BE MADE W/ 1/4"0-200/4"ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6.NANOATORf COIbI110N f3 FOR KEYCTLINE rNTrMe Mcr rATlOkt' ONE HV LOCK®or®or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 98", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or @ or 0 MAY BE USED AS AN INSIDE OR .I� OUTSIDE LOCK,ATTACHED TO(a or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2"LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 6 W/� I CONNEC7,ON j 35' DETAILS ON (p ��(�� N (I ( LK l (M 'P lol� x IV 0 (� OR S0 TOP AND BOTTOM IS COMPLETELY MANDATORY. --_ SHEETS 10 h v \ 18 TYT: FULL C 35, "NOTES ON HVHEIGH "T" LOCKS AND GENTERMAT S• CE Nmno W. � CORNER 1 NTERMATE � ONE ALTERNATE HV T LOCK MAY BE INSTALLED IN UEU OF HV LOCKS OR FOR ANY SPAN AND Q yI�uI�l Oa®oxC�.�rw INSTALLATION AT ANY ELEVATION.ALTERNATE LOCK®® BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK(10 INCLUDES USING REINFORCING LOCKER dA,Y AS SHOWN ON SECTION HVG,SHEET 9, WHICH MUST BE 10 1 S �•©w CONNECTED TO CENTERMATES I&AND®W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W/7/8'0 x 3/32' © !©°"�J'O'®°� WINGNUT OR W/ 1/4"0-20x1"S.S.M.S. INTO A 1/4"0x 5/8' RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" ' 7 7 MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. 'NOTES ON HD LOCKS A CENTERMATES: 1. W/AA : ONE ALTERNATE HD LACK©MAYBE USED IN LIEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION HV LOCKS 24 OR 25 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDELOCK.ATTACHMENT OF HO LOCK A TO®IS W/3 IS x 3/8'F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT 0 AS SHOWN ON SECTIONS HDB-HW AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUIIDMIG CODE Non High Velocity Hurricane Zone `` '' 02020 TLIECO,INC. 02020 EASTERN METAL SUPPLY, INC. MNy BERTHA HVTm �'��P\'��GEN1 ��T -- A s Accordion Shutter System : r _ MT o i M c. ■ ■ . N.V. a mE#1 W/OR W/o H.V.WND0W VLAM No.441 _ - '�. TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems REV. DESCRIPTION DATE DRAWN Err: MP *; Tt / 6355 N.M.3M.R,SW.3W.NRGINIA CIROENS,n MoA WI6 AIfOC(at)OFI Inc. I OLD 17-107 7/2/202 DATE: 7/2/2020 STATE 0 =-� Ph—:(305)071-1530.Fo,:(305)871-1531 4268 Westroads Drive 2 DRAWING No . 11:Mt..~l.com West Polrn Beach, FL 33407 s s ORID' CA-0006719 --'' y. •-.{(r`.�1--_..__._. WALTER A.FLORI LTILLI Jr. ; L0�1 V� '('a`s/CNAL �• EAL/SIGNATURE/DATE 6 SHEET 20 . 1 CONCRETE ANCHORS POURED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE SHEET 13) REQUIRED 1/4"e-2Ox3/4'S.S, REWIRED REWIRED CONCRETE ANCHORS MACHINE SCREWS I (SEE SCHEDULE ON W/ 1/4'-20 CONCRETE ANCHORS 1©18 TYSTONE IS uNIINO®OR SHEET 7) SHEET 13) NUTS O 12"O.C. (SEE SCHEDULE ON SHEET 13) ---- 12QR14 Min. 1 "v-2Ox3/4'S.S. 'Min. I EO EQ MAC E SCREWS EO- EO -' U51NC 4"-20 NUTS 19. - i.t2• r _ O 12 O. r t/ 1/2' E D.. I i I t.250' r _ 13j eR©5 (� .250' D• ' ___ N ��p I .250" E.D.• i i 1 ;.D.• \ S I r Jl�i I Moz. OPTIONAL PTIONAL I To LL a(sTE A 1 EH/a➢E SHMT coo -a� � - 1 OR • MIN. SEPARATION TO GLASS {1 EXISTING EXISTING s1�T tv ta' I' 1 I i GLASS (SEE SCHEDULE ON SHEET 11) I' a/�mA0 MIN.SEPARATION TO CUSS CLASS--' I I 1 EXbT (SEE SCHEDULE ON SHEET 11) Glnss U HV WALL HEADER INSTALLATION ~ I I (C)HV WALL HEADER INSTALLATION EYSIONE EXISTING CLASS 1 I I MIN.SEPARATION TO GLASS I, I GLASS—'" I n I ♦ 1(1 ---- --(SEE SCHEDULE ON SHEET 11) '1 ro I (SfEw ' I I 1 OR (� MIN. SEPARATION GLASS I' ''j' 1 EXISTING '-"1�ERADE m D I ' (SEE ON SHUT SCHEDULE ON SHEET 11) i 1 GLASS r ON 9QT to FOR _ /'-OPTIONAL _ IUDS D)e 04 o ISTING ! i I • ____, '_O Gr.cY r - 4 Moz. `I II , r '/' OP110NAL �t -.__ I..:� 4 L I t t 1/4.. r1 � E. E.O• r aaO---- JI1�2 .19 __sue) /t t13)OR 1 12oR`� r _ --- r 1/4"v-20x3/4-S. Min. -EO--ED- PHILLIPS TRUSS H 1/4'0-20.3/4'S.S. PHILLIPS CONCRETE ANCHORS 17 18 MACHINE SCREWS NG CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS (SEE SCHEDULE ON SHEET 13) _�^_ 1/4-20 NUTS O 12"O.C. POURED CONCRETE SHEET SCHEDULE ON W/ 1/4'-20 NUTS O 12'O.C. POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK - ' CONCRETE ANCHORS REWIRED WALL REQUIRED �D) BY WALL SILL INSTALLATION (SEE SCHEDULE ON POURED NCRFTE SHEET 14) �F�I HV. WALL SILL_.ICIST�ILLATION OR CONCR BLOCK _— — WALL. REOUIR �LJ NOTE FOR COI&NATION OF SEQIlON5: INSTALLATION DETAILS_ _WZ 1- SEE SHEET 4 FOR TYPICAL SHUTTER • E. D. EDGE DISTANCE ASSEMBLY ♦ SEE UMFR\ATIONS OF USE FOR 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFIGTIONS ON SHEET 13) BLADE V ON SHEET 19 1 H V BLADE IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone t�V tiill�tll (I4AY 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HV IRA I L E C O w�. ,A.I S.S.A. Accordion Shutter System No. 441 7 KV. BADE#1 W/OR W/o KV.WINDOW BADE *: * TILLIT TESTING h ENGINEERING COMPANY American Shutter Systems RLI.H. DESCMNO PN DATE DRAWN BY: MP &M N.W.Sea.St..St..305.vM'.A wDENS.1T.OR1M M,w Association, Inc. 1 OLD 17-107 T 2/202L DATE: 7/2/2020 �•'_ STATE 0 Ph—:(305)071-1530.Po,:(3GS)e71-1531 4268 Westroods Drive 2 9 v .__a:Hn.000.ol.00n West Palm Beach, FL 33407 3 ',D�•, F(0RID a�� DRAWING No F ' � — GA ALTE A.nUrr,9 20-164 AA��aS�ONAL �@`��SEAL/SIGNATURE./DATE WIL ORpA u`LL0 44187E SHEET 6OF 20 POURED (-ON ,4LIL ANCTiOt6 MN.SEPARATION _ • 1 { 7 L)NCRETE (SEE ',CHEDULE ON SHEFT 13) TD 4\AS(s 1 OR ;A 1 fit UUIRED 'scHELILE ON 9W � _ M To_ss � EXISTING •,.� n [PMAt1eN I I . EDGE OF -I IT FVR 9/oE 4)AID GLASS I - `ou:SC',cow ON- SLAE IFLE. UXISTINO 81AEEs(D&d4 ON SHORT IY FLIq Nnr Stixw lil = i It, • O." - APPLICAB ALTERNATE FO I+EO- CHOR { ' EXISTING 1 _ \ '' I LOCATIO AN N I I, ,�I, #'11M3/4"HkX WASTNER ' 'II CUSS l o N 1 IN t rEK SCREWS 0 12'O C uINnT1 CONCRETE ANCHORS ----�-�' — 13 EDGE OF 1 6} 7 - - (SEE SCHCDUL(. ON SHFFT 13) sL4R 6 FCY�"-�•-EO APPLICABLE CDGr M EDGE LAB Of Oil. s A8 IF SIAR D II7"I. •}• 1' - FDA IF APPUCAELL C D• Mn SIDNMTKH APPLICALlI.l j - SLAB R, .. m(SA15(sEI GO. --•L.0 - 4HP%ICAFAE POURED POURED - E. U.*---- FLAT HEW)CONCRETE ANCHORS -I IPC , CONCRETE CONCRETE 1 FDR FaAFr rU7rn URED I REQUIRED REOUIREO (SEE SCHEDULE ON SHEET 14) !N 91ETT I9 FDR I• I OR CONCRETE J FLAT HEAD CON(:HF TE ANC NCIRs aADE=D,deA� I„ I REWIRED E D• E. D' I1 TRENCH INSTALLATION (SEE SCHEDULE(N4 SHEET lA) li HV WALK—OVER BEST VALID ONLY FOR UP TO +/0. -15 PSF A.S.D. A HV FLOOR INSTALLATION t A,. ALLY DESIGN PRESSURE RATING & FOR SPANS PER (G% HV CEILING INSTA"Mm SCHEDULE #3, SHEET 11 E%ISTING MN.SE1PMArgN Nax smNurxrl I I (.\ CONCRF.7 F.ANCHORS GLASS - tU—A C, _ I I r (SF_F SCHEDULE ON 1/4•D RW mXLOC.TIKUN SHEET 15) AOVANOEA i ADFOMM I O ING ' i FXGI A7'S L •.'- F%GLAS, n cvh5 ! GI Ai' ( IEa1NOtIXY Ok t/ao PUWFR5 1 11 I F 1/4- 4 1 I Ij I A•.11J.[RS tAPPatw A 0eI W/ 1 4"' cl.,ts 5e' ` - ( mIm ' ' m RAs I J/4"MN.EMRCTVAENT O D' MAX. " \ NH.elPuumn D} ' ' i (WE c�fDI.NE rN wrl.•IL) I' ' C.FOR UP TD G'0•SFM.0 -- ---- 1 I Of F➢R SPANS LARGER T VN ,O•''p1�11, / - -- 1 i IY� G'-0"UP 10 B'0'MA% MPIY y _ MAX t 1 ' / I'SEALANT AT EST NY lok* CT NFM i MA �' - 1C3� 15 ;rm NCTNr ro ) I q n E D I pto.3/4'HEX E.r..+ )(srr NGUM utX�ms/`sA' .i8" �-� ( ! WASHER HFAO I MAX. a N, TFK SCREW; I - wNt.SEALANT }'i 3/4" IIEX HEAD +}3 1)'O.C. '.LK CR'Wti m a-Oc. 9 1 •\\\1 n 1 /8• O 7/4"A-70 S.s M.S. CONCRETE ANCHORS t( L .__- 16i ] o14.3/4->U... I, Ii I !i -�-4.1 . i' I/4'.-2oRJ/4'SS MS W/ NUE W 9"O.C. (srr SCHEDULE ON 1/:i �� N 6 9'0. C Mox.-1 �'I, '.l;lrvC t!a'A 20 NUTS SHELL 14) ----- !r•1 0 2 Oc - 1 _ - _ EXISTING How SIRLIGNRW __--- —'--------- EDGE OF . r (/p" 'r• 2.00"MI wAU tmu(rccomrw 1- t-A) SILL) _ SUB ' • #14.3/4"FAA 53)s. � MIN. • 7 "1/R 1 '/�' - PLICABLF CONCRETE ANCHORS - a 9"O.C. FOURED Cow"R"" -E D SFF NOTE 13(b) REQUIRED POURED CONCRETE (_EE SCHFDUIE ON ON SHEET / SEE.NOTE. 13(b) RE CONCRETE At OCK SHEFt 14) OR POURED CONCRETE ON ON SHEET 1 REOUIRTD n noNAl POURED REWIRED .M. KEYSTONE MOUNTING INSTALLATION CONC RE 11 K- HV WALL FLOOR INSTALLATION (L'I HV WALL WALK—OVER INSTAL ATIION MA.IMLM AS.D DFSIGN PRFSSUNE: FIx.-12 p.t REQUIRED - \_l MAXIMUM S:41MER SPAN N'-D' (J l HV RAINGUARD INSTALLATION sag NC)SE_h0 �OMEllNAlION_Of SEC110N5. 4 t TMS INSTALLATION SHALL Lit ----- EDGE DISTANCF REMOVABLE WHEN PERFORMED 1- 5[k.SHEET OR TYPICAL SHUTTCIt ISLE SHF:CIFICAiIONS ON SH_t1 13) ADJACENT TO AN OPLRAHLf EXIT SFF I)MITATIONS OF USE FOP ASSEMBLY OF ENTRANCE BLADE(IA)ON SHEET 19 _ INSTALLATION DETAILS W/ ;1 HV_ BLADE 7 MOUNTING SECTIONS CW1 COMBINED --- --- pF 1� (� (� [ �E �A ,I IN ANY WAY TO SUIT ANY INSTW IALTON .+ FLORIDA DUIWINV CODE(Nor, H',c7ll •F'I�I�.i:'j H:—ic,ine IOOC \ry+11�1i) 01020 71LTEC0,INC. c'�2O?n fATfFRN Mrl!•; ',I;P%'I.`, INi_ t•SK'�'N `•.�lFj- BERTHA HV �• cEN F••�'�;" A S S A Accordion Shutter System . ■ ■ ■ H.v. I3lADET w/OR w/o H v. x�r�oA BLADE N0. 44 67 �� T�� American Shutter S stems *' * .. / �J TILLIT TESTING ek ENGINEERING COMPANY y (. N DESCRIPTION DATE DRAWN BY: MR STATE / 5355 H.W.Mn.St.SL..JOG.WRCINA GARDENS.FLORIDA 33• ASlOCIatIOn, Inc. 01D t7--t07- o. f /2/202 DATE: 7/2/2020 9'• Hon.:(_XD5)D71-153D Fox (3o5)an-1531 4768 Westroads Drive 2 .-nlm1:rN.c0000.con West Palm Beach, FI 33407 CA -J DRAWING No TIU17 J 20— 64. 00671 A r. P.C. a G NAL \\\y�L/SIGNAlt1RE/DATE FICRIUA u` N 441r,' s SHEFT 6 5N Y!(9LL_CONNECTIO.NDETAILS ON SHEETS 10 & 1 A SEE NOTES ON LOCKING RODS®,HV LOCKS©�•..-. -I i_._. .....__� �• ®ON SHEET 5. OUT aP IN_-j ,—EXISTING GLASS INSTALLATIONS WZ 1,1,:1 HV AND ALTERNATE HV LOCK** BLADE SLACK DETAIL HVF IS VAJD FOR ALL BLADE AZ HV CENTERMATES CENTERMATES APPLICATION WITH BIADEQ 6R 6R 6 • �A a �t o . a --/� -) OR SEE END WALL CONNECTION r 10•®a©•`L ©'©°" EXISTING GLASS DETAILS ON SHEETS 10 k 18 2"x2"xt/BSA'-2 8 tw oR 1 3 1/4" _ 7 -- 6 1/2" (6063-T6 ALLOY)ALUM "- 7" ANGLE W/(2) 1/4•0 TAPCON ,/z• ®.® OPPOSING SYMMETRYCAL ANCHORS( iB � CENTERMATES CENTERIV ATES (4)p1o.t/2'S.M.S.TO TUBE I 1100ff S.M.S. O 12" - MIN. SEPARATION AT EACH ANGLE C' FULL LENGHT. W/ HV .LOCK ;:4 or W/d HV LOCK Of TO CLASS 5 25* 35* --IN 35-- �7 (ONE SCHEDULE 1 (� �x 3 * ` t ' • - — — - 21 \ 1• 2" 5, 1 � ' r ___1/ 2 ,2 * -. i a '22- 1o�®�O OO «© 10 •®« �20 HVA O 22 s ® HV 6 OUT ® « 25* HVC ® O• EXISTING GLASS POURED CONCRETE OR CONCRETE BLOCK WALL • 10_®°q©•®�I7/1.®a REQUWED 6, EXISTING O'® © O O © - SYM CA * �• 7�•Q� 6 �Q7 ®� 1 cu IN MIN. SEPARATION ss �EXISTINd �C CENTERMATES 26, ' — - ---———————. _ 1 GLASS 7T b * T NF oSCHEET HEDULE `5; 1 F © ® W/ H�/ LOCK 6} OPTIONAL ®* � (INERIOR) O'®0e�'®�� $ O S 11) MIN. SEPARATION J.' TO GLASS 1 . (2 (SEE SCHEDULE IN OPTIONAL I _ _ - ON SHEET 11) . _. (INTERIOR) 1 \., - _—_—_ __—____ ___ __ _— OUT -- - ' _ �• ) I �� IF CONCRLIE ANCHORS O O i 3i IEs 16 O.C. (. 11E tE X AR 90' - -.- *2`R '� ® I!� . -.2 1 °. OUT ' _ 6 1/2" LACK (EXTERIOR) --_. ® - MAX.MA% _ OUT HVE HVF** HVD FIMIDA BUILDING CODE Hon High Velocity Hurricane Zone `\`k,�Illll�lll y�041,, 02020 TILTECO,INC.�A 02020 EASTERN METAL SUPPLY, INC. R l�c ...... /l ,,,, B RT A VIM �9 ASS A 11 L 1 E C O . � � Accordion Shutter System No.44 6 H.V. 9ADE Z1 W/OR W/O HV.WINDOW 9ADE TILLIT TESTING ENGINEERING COMPANY American Shutter Systems REV.N DESCRIP ON DATE DRAWN SY: MP '�'• STATE F "� 6355 N.N.]MI,.St..Ste.Jos.WOW GAROa13.RnRIM 331! Association. Inc. 1 OLD 17-107 T/z/zor DATE: �/z/zozo �'.• C Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No 'awe'• FCORI P e 7m 11:UU-0em.00m West Palm Beach, FL 33407 3 20-164 '*;*1/S/0NLAL LR1E``��SEAL GNATS// Tl1RE/DATE W IDA u. #4:16iE s SHEET 6 ALTERNATE INSTALLATION W/HV "T" LOCK 30, HV MAE/FEMALE "T" LQCKS CENTERMATES $ & LOCKERS V W/ 1 HV BLADE SEE END CONNECTION DEDMIS ON SHEETS 10 t la INSTALLATION A HV BLADE OUT i' a I. IN �F05�G«�3 BADEQSIALI DUAL MR.INDICATED ON SNrfT S. W/ HD CENTERMATES 3U AS WELL AS IRBVERSAI FLOAT"G BIADE®DETAIL,HOD-HVD. ��©•O]w B� \.J'•®a iNN�,1TE0 WNI OCTAL HVC�¢w1TNBIN ETWS SH�n6s AETER.w,TIQ SEE END WALL CONNECTION 10�®'®��©•©°A QETAILS ON SHEETS 10 ! 18 8 (6063-T6 MI.OY)NAM. ANGIF W/(2)1/4ti TA,0,H s/e. al •® _ (1� ) 35 to Ancwa rnAcnETc (Tor/aortou)A - " _-___ ) —— 4 raoRONsI, (al,o„/z•sus.ro iU6E IIooH'sMs�1z-- R EACH INGLL.(114) i - ----# -------�- ---- --�--- IN 33 O.C.FUL UDOW. (4)N V. � j I � /I � 30 HV T" - FIN -------- vE)isN(trP. -- - ------ vas(TW.) .. I 5 �� LOCK (INSIDE) 6 a;6•, _._ 7 J/.• a s 3• T m ZF; UUT 3flD I 31 oR.3D _..... 31 OR 2 # 2 1/4" 0-20 x 1 1/2" S.S.M.S. 34' '35,'F 35;* ( SEE NOTE 6 FOR nv Locx®, * W/ 7/8"0 x 3/32" WINGNUT. (ornowu)HDB-HVB CJUT ) HDC-HV SYMMETRICAL HD. CENTERMATES © C •T•LOCK,ON SHEET s HV "T" LOCK (OUTSIDE) ® SYMMETRLCAL HP-CENTERMATES W/ �''_.J,OCK (EXTERIOR) W/ t 4�,LOCK.(INTERIOR) 'r SERIES 9441 ALLANNUM * (2024-73 ALLOY)LARGE FLWGE THN pAp ®°TO O O �•®O1 SHEET NI..R PART/062D, p®• ©•'©q AS MANUEAC RT.P NY AVDEL ClIEf6t1' 1 O• ,lf Jam_. 0704WXTO O PEOUAL ,AFW JERSEY O O• ®p1 O1M1 OR EpIAL. 6 7 6 7 aa 3 (D 0 rE Nm6 oN LO Ro°s®•w®LOOKS GN swan'a __ _. VNID fOR Nl CEMFf6MTF3 M0.IGIIGf75 WDII aIDEQ HDD—HVD** FLOATING STACK FLORIDA BUILDING CODE Non High Velocity Hurricane Zone (1 111 02020 TILTECO,INC. 0 2020 EASTERN METAL SUPPLY, INC. �'' �T�'' -- BERTHA HV Tu �Q'•. �EN _ T L E C O 1N�. A.S. . .SAAccordion Shutter System N0.441 7 H.V. BLADE#1 W/OR W/O H.V.WINDOW BLADE TILLIT TESTING do ENGINEERING COMPANY Am@riCOn Shutter Systems CV. DESCRIPTION DATE DRAWN BY: MP 6355 N.W.San.St.,sa.3os.MAGI..GARDENS.FLWDA 3306. AsiOCIOtIOn, Inc. 1 OLD t7-t07 ./2/20 DATE: 7/2/2020 o'•• STATE i Pho :(305)871-1530.Fox.(305)871-1531 4268 Westroods Drive 2 DRAWING No '90 FCORI � °l CA t00057°Di.crom 19 West Polm Beach, FL 33407 3 Cam` W Lo_R A TILLR Jr. P.F. 4 G 1 VT ONA��'b��N�SEAL/SIGNATURE/DATE FLORIOA Lic.#44167 5 SHEET 5 —POURED CONCRETE OR I POURED CONCRETE POURED CONCRETE POURED CONCRETE OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL REWIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED Z' EXISTING GLASS —EXISTING GLASS 7 CONCRETE ANCHOR EXISTING GLASS —r—� 1 2'MIN.- EXISTING GLASS O 16"O.C. _ I �. 2"MIN. r MIN SEPARA71ON TO GLASS(SEE �CO (SEE 1 MN SEPMATIONEE SCHEDULE HDDULEEO O GLASS(SEE_SM� I M i I MN.SEPARATION ,-}-} EQ TO GLASS(S m SCHETxEE ON SIEDf t,i - 10 C1JL55(SEE I SCHEDULE ON SHEET 1/16'x3"MAX. —.-- ON SHEET 19 FOR __. 1 17 FOR ASS(SEE 11 FOR BLADE 4)MA (6063-T6)CONT. BLADES&Q� / _ __- 1 1 �B'P09 AND 1/ SCHEDULE ON SLEET (LOCATE AT / Y� -..-_. _ --. ON SHEET 19 FOR PLUM CLOSER ON OR K 19 FOR EITHER SIDE BLADES PLATE. (LOCATE 1/2"I .. ` &� OF D) AT EITHER SIDE IN.; r ;. _ _ ' BLADES m&(� 1/2"MIN. _. - O OF { ) 1 T I I 1 USE 1'OR 2"MAX.MA% I I T _. y10x1/2'S.M.S. I 1 I —_--_- APPUCABLE)x2"x1/8^xo•-2" ytOx11 26S.Q.C. —_— _ O 16"O.C. ' UMINUM CLIP ANGLE ' _— —__ ` _ - - (04 ) # T6 ALLOY)AT MIDHEICHT 1 -- ® \-.-- _ I a )1/4'r TAPCONS ANCHORS TO 0 /� 'x, SEE DETAIL X FO ALL AT 1"O.C. (LOCATE AT L/OR (��'`,� SEF DETAIL % FOR�I ( OR .. SIDE TO TRACKS 1-DR EITHER SIDE OF o) CI)OR g I _ SIDE CONNECTION � _� SEE DETAIL X FOR I ( /��;�yy�,.,�..6).1J.�"'l'Y•®• 70 TRACKS J a�a ,lJ«,d'�9.®. j$ ®«©'�© T SIDE CONNECTION - ®'��©O«8O"'10•®« Y y'•0-0.Oa •©s �•®«® 1111.�933"'' TO TRACKS 4 U-0-0-©'©" END CONNECTION DETAIL 1� END CONNECTION DETAI 3 • REWIRED ONL R SPANS GREATER THAN 12'-a'_l H- — POURED CONCRETE OR EXISTING �Ii - CONCRETE BLOCK WALL 4 —_ -EXISTING GLASS REQUIRED 7( GLASS MN.SEPARATION y1JN/z'S.M.S ----- ---- 1 ro clws(SEE • 16"L,.c. N.SEPARATION Y y—- —__ _ . CONCRETE 11 FOR&TOE ` CONCRETE 1 2' MIN. ' MLE ADE FOR `4� 1 SCIEOULE ON SHEET tO GLASS(SEE ©OR 8 OR 12" ON SHEEr 19 1 I BBLADCD m&FOR ANCHOR O - .`. _. - ---- ©OR®O OR(3 /' ANCHOR �> EO I l?J F3UDES m& _ _ ._... OR I O.0 �--- 1/2 MIN. MIN. i � EO __-.. - 6 OR H OR(DOR 2" MIN. \� - - - _ 2"MIN. ♦ SEE UM TATgNS OF USE FOR �/�p�A/ I eIADE b ON SHEET 19 OR� VIEW OR OR PLAN DETAIL X CONCRETE END INSTALLATION POURED CONCRETE OR .�.6• 7�B �(�p,) REOUIR D BLOCK WALL �31-0-0-©•©a �•®«©•0.©•©- J © O ©-0�^O ®« © O•©«©•O•®a 1_ HV_ BLADE OR 1 A HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL SQ p•®.®•®.®-®.p•® 0'®«®'®'®'® END CONNECTION DETAIL© .®-® FLORIQA BUILDING CODE Non High Velocity Hurricane Zone P 02020 TRTE(b,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA W., S S A Accordion Shutter System No.44 6 r= _ ' O ~c ■ ■ ■ • H.v. BADE#i W/OR W/O RV.WINDM BLADE * � American Shutter Systems ry, OLSCRNTION DATE DRAWN BY: M.P * TILLIT TESTING NY ENGINEERING COMPANY STATE F 63M NV 3Wh.M.,SW 30.MRGMM GWJHM.TLONDA 331 Association, Inc. , OLD 17-107 /2/20 DATE: 7/2/2020 ''9•• Phwe:(305)a71-1530.rax:(305)871-1531 4268 Westroods Drive 2 0 F P .• .-mam tiRMCo♦RRLwm DRAWING No �ORI ` West Palm Beach, FL 33407 5 ZO��64 %.,A GCS'••..... .4•s.`\\ _ CA-ooLLIT Jr. { — NA " \\\? ..— WAI.TER A.nLLR J P.E. ��IuIFnuNI 040%-%\SFAL/SIGNATURE/DATE FLORIDA Lic./441e7 5 SHEET 6 10 OF 20 $CHEDULE_11 KHMU F 49 S H n I A3 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*1+" `�- (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS _ wcrAl(diloN LEGEND —__ CENTERMATES (D & ® or or INSTALLATIONS W/ OITW yp; CONCRETE & W000 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ® or or R_-f 1�AATT -� I & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK II,-t, or(5or® 8. W/ NO LOCKING WALL A, C, D, E M, N, 0, P, 0, A.S MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & Wf ONE HV 'T" W/ NO LOCKING RODS® A.S.D. DESIGN PRESSURE RATING. ® ODS MOUNTING K & L R. S, & V. LOCK W/TWO LOCKING RODS TOP & (SEE NOTES t.tt) (2) PROCEDURE TO DE rERMmE MAXIMUM SPAN FOR ® ® (VALID FOR MOVNTINC Q BOTTOM SEE NOTES SHEET 7) FLOOR/CEILING O H. I, 11,0 T. U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD MOUNTING CONCRETE&WOOD INSTALLATIONS MAMA4Mr I R CONCRETE & M --- GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, M0v ms AS.D.DI IDH A.s.n.I%3iCH INSTALLATIONS DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. A5 E DESIGN FIrC531XR WALL MOUNTING PIIFSSURE PRESSURE WALL MOUNTING FLOOR/CEILINf. & RATING FLOOR/CEILING MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. MOUNTING (P...0 FLOOR/CEIUNG MOUNTING (p.wl) DETERMINE MAXIMUM SPAN "L-"FROM SCHEDULE. I.OR-) (+DR-) rLOOR/4ULL MWMING (A) I L-(10 O MAXIMUM SHUTTER SPAN "L+"OR 'L-"FOR L f L-(R) l♦ iQ L-(1l) INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES Ifi'-0" 7160- 16-0` 16'-O" 30 16'-0' 16-0 30 16-O 16-0" 105 PSI`.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+"ANO 'L-". 35 14'-10' 16'-0' 35 14'-10" } 14'-10• 35 15'-2" 18'-10"40 13'-10' 1540 13'-10' 13'-10' 40 14'-2" I 15'-2` (3) PROCEDURE TO DETERMINE MIMUM SPAN FOR HV CORNER CENTERMATE /3 MAY BE USED AT ALL COMBINATIOMS IN BETWEEN WALL MOUNTINGS 45 13'-1` 13'-4" 14'-S' 45 13'-1' 13'-1" 45 13'-4' 14'-3' t W/FLOOR/CEIUNG MOUNTINGS: 50 12'-5" 12'-5" 12'-8" 13'-7' 50 12'-5' ( 12'--5' S0 12'-3" W'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS 55 1 2'-5" 1 2-10• 12'-1 12'-11" 55 11'-10' 11'-10" SS I1'-1' 11'-11' SHALL 8E AS INDICATED ON MANDATORY CONDITION /2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE I - NOTE /5, SHEET 5. RATING: 60 1V-4• I1'--4- 1V-7" 12'-4" 60 11'-4' 1V-4" 60 10'-2' I 10'-11' 65 9'-5' 10'-I" DETERMINE: 65 10'-10' 10'-10" 11'-1' 11'--11" 65 10'-10" t0'-10' LI+= MAX, SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'- 10'- I V-5` 70 10'-6' 10'-5" 70 8'-9" j 9-4" L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 7 10'-4' 1V-1" 75 10'-1" 10'-1' 75 - I 8'-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN"L+"OR INSTALLATIONS. 80 9'-10" 9'-10' 10-0 10-9' 80 9--t0' 9'-10- 'L-"AND MAXIMUM ASo. OESING PRESSURE RATING TOR FOR A GIVEN NEGATIVE A.S.U. DESIGN PRESSURE 85 9'-6' 9-6' 9'-9` 10'-5" 85 9' 6_ 9._6. INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: SHALL BE LIMITED AS FOLI OWS: DETERMINE. 90 9'-3' ' 9'-3" 9'-5" tD'-1" 90 9'-3' 9-3- 1- CONNECTIONS TO KEYSTONE MOUNTING LI— MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 g'-0' 8'-9" 9'-2" i 9'-10" 95 9'-0" W-9' LIMITED TO +64,-72 p.s.f. AND 8'-0' SPAN, SEE L7-- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 100 W-9` 8'-4" 9'-0' I 9'-7' 100 8'-9' 8-4' MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7` 7'-11 8'-9" 9'-4' 105 8'-7" 7'-11" 110 8'-4" T-7" 8'-7 9'-2" 110 8'-4` T-Y FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2" T-3' 8'-4' i 8'-11' 115 8'-2" T-3 SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'Lt+','L2+', 'L1 AND "L2-' 120 8'-O" 1 6'-11" 8'-2- W-9" 120 8'-O' 6'-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'_10• f 8'-8' 8'-0" ! 8'-5' 125 7'-10" 6'-8" ALLOWABLE SPAN AND NEGATIVE.A.S.D. DESIGN 130 7'-8" 1 11 7'-11 8'-1' 130 7'-8" 6'-5" WIND ZONE PRESSURE W171NG TO DETERMINE MAXIMUM ANCHOR MINIMUM SPACING. t35 7•-7• I 6'_2• 7•-9• ` 7'-9" 135 7'-7" 6'-2" ASTM E-1996 SEPARATfON 140 7'-5" 1 5'-11" 7'-7" T-8" 140 7'-5' 5'-ri' TO GLASS 145 7'-3' 7'-3' 145 150 7'-2• �� 5'-7- 7'-4` 7'-0" 150 7'-2' 5'-7" 155 7'-o` 5'.-5` 7'-2" (1 155 7'-0' -5' 1 THRU 160 11 5'-2" T-1" 6'-7" 160 6'-11" 5'-2- 1 -- 165 V-10" 5'-1' 7'-0' I 6'-4" 165 6'-10' 5'-1" 170 6'-9' 4'-11" 6'-11' 6'-2" 170 6'-9" 4'-11" 175 6'-7" 4'-9' 6'-9" 6'_o" 180 61-7" 4.-9. 1 H V BLADE 180 6'-6' 4'-8' 6'-8" 15'-10' 180 6'-6" 4'-8" 85 8'-5" 4'-6" 6'-7- 1 V-8" 185 6'-5" 4'-6 --- 190 6'-4" 4'-5" 6'-6' i 5'-6" 190 W-4- 4'-5` 195 6'-3" 4'-3- 11 1 5'-5' 195 6'-3- 4'-3' 200 W-2" 4"-2" 11 5'-3' 200 6'-2' i 4'-2" zo5 8'-1" 4'-1` 8'-J -1' 205 6-1 a-1 FLORIDA BUILDING CODE Non High VelocityHurricane Zone 02020 EASTERN METAL SUPPLY,INC. 11 I 111/AAA G2020 TILTrCO.INC ,,.�� ,.. w/4 TAR,, _� BERTHA HV;M °��'P IL E C O INc. A.S.S.A. Accordion Shutter System H.v. BLADE If w/OR w/o liv. NAPOPN BLADE No. 1 - American Shutter Systems LV. DESCRI O" DATE xuwN 4f:M1CW.LG. TILLIT TESTING & ENGINEERING COMPANY Association. Inc. t OLD 17-107 /2/202 OATS: 7/2/2020 * 4J55 H.M.JBM.51.,SN.J0.1.MIGINN C"VDENS,/L.MIDA JJ1 o'• STA OF } pm- (305)871-1530.F. (505)BJt-1531 4268 Weslroads Drive 2 DRAWING No e-moll:tilk-000ILCOm West Palm Beach, FL 33407 3CA- 6719 20— f14 ��9�.4`'' '��0 10P •''`�� WALTER AOlA1tT Jr.P.f.. 4 ,'/�A', S/0N 1/SIGNATURE/DATE .1.u`. 044167 6 ---SHEET -� MAXIMUM ANCHOR* SPACING �Jp,) SCHFDLR F FOR A GIVEN MAX, SHUTTER PAN -SIGN N'"-otiv` P^F^ 'LR' A7'iia A'�u A CORRESPONDING MOUNTING TYPF FOR CONCRETE OR CONCRETE i POURD CONCRETE AND r ON P011Ttm 22EMUCONCRETE BLACK I. __ _ TAPCON OR SPAN MOUNTING A'WALL HEADER YOUNTI (4 WALL HEADER YOU 'Q WALL SILL ALOUNfINC •D'WALL 51�MOUNTING Ci hi F WALL HEADER/SILL I TAPCON WITH ADVANCED / Z`_ MOUNTING HREADFORM TECHNOLOGY WAMUu A'WALL HEADER _ W/ry _ _W/_Q 4; _ W 5 W �� -.__ I (R) AS.D.OFSICII NESATNF PRt4 Irma Ivu AS.0 DESIGN IEGiME PR=RE WIND ABA DF9GN NErATME PRSAMR RA1WG(Ml ASr DESIGN NEGATE PRESSIME WTN6 Asa DESIGN Nm7K PRFSSME W191D AS.D.DE9Gf1 NEGIUK P8691RE WTNG ' ALL P - EI 30 40 60 75 90 12D 160'205 30 40 60 75 90 1120 1.101205 30 40 60 75 90'120'1601,205 30 40 60 75 90 120 1.205 30 40:60'75:90'1201160 20e JO 40 80 75 90:120'-,60'205 I BLUE TAP 11 12 f0 9 8jB 8 14 1 :to 9 9 8 ', 8 6 14.12 10 9 :. p 8 6 8 I{ 17. 10 9 8 8 8 - ,4 12�109 8 : 8 8iy.y e 8 Bap B 8 7 �5.5 3'-0" 14 12 10 9 8 ° 6 6 14 12 10 9 B 8 6 6 14 12 1 10' 9 8 8 6 : 6 14 12 10 9 8 8 6 6 14 12 10 9 a 0 6 6 B 6 8 B a 0 8 e TAPPER4 OR LES', 14 12 10 9 8 '8 6 5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 3 11 12 10 9 8 8 8 0 e 8 8 p a a 9 -- 14 12 10 9 0 8 6 6 14 12 I D 9 8 8 6 6 14 12 10_98 8_6 T6 14 12 10 9 8 8 6 - 14 12 10'9 8 8 6 e p i 9 8 6 -B B 6 7 14 12 10 14 12 IC 4•-Dw 14 12 I10 q e-8J{.S 1` 1{112 10`9 �6 a 6 ♦ 1♦ 12 10. 9 e a 6 I ° 14 12'10: B 0 8 72 14 12 .- - 14 12 10! B B 6 6 6 6 p 8 p' 8 B B.SI 8 14 12 10 10 9 9 B-6-6 14 y 12 10 9 8 B e e 1{ - - _ -+a I a - 5 12 10'9 8 7 I4 12 10 9 e ] :SS p a 8• 8 8 7- 14 12 10 9 e e e 4 14 12�10 A 9 a 6 6 14 12 1019 B 8 8 6 1{'12 10 9 a 8 ,4 12 10 9 8 8 61 0 8 9 B 9 8 7i5.5 _ _- 14 1 12 0 9 e It 4.-1 - 14 12 10 9 8 e e 35 14 12 10. 9�8 e 6 0 t1: to ° �7.5 1{ 12.10 9 75 5.5 8-8 a a`7.5:S.S 1 J 14'12 to n e B �s-IS - 14 12 10 9 a 0 6 3.5 14 12 10 9 8 8 6 8 ,4 12'10 9 a 7 - - 14 12 to 1 9 8 8 6 - 8 a 8 a 8 a a a SEE ANCHOR 5-0" 1/ 1z 10 9 I e S.7 - 14!12 11D 9 8 B 4.5 - 14'12 10 9 8 a 6 5 4 12'10 9 a 3 - - 14'12 10 9 0 7 - a 6 e a' °' 7'S 4 SPECIFICATIONS -_ 1412 to B e e { - i! 12 109 6 ° 6 :151112 10� 9 ° BB6 141210 98 _- - - 14 1210� 9 8 7.5' - 88e88 ]s s.54 ON SHEET i3 14 21010 B16 I5.5 3 14 12 10 1 1 8 4.5 - 14 12 10 9 8 9 6 6 14 12 9.575 --4 - 1- 14 12 9.5 5!S'}5 8 8 pI 7.5 i 6.5 5, 14 12 10 9 8 5.5 = = 14 12 10 9 a 8 4.5 - 14 12 10 9 8 8 6 6 14 12 10 9 8 4 - 14 12 10 B 8 a 1 4 - a B( p 8 I B 8 8 73 6-0 14 12 10 9 B 13 � 11 12.10�9 8 8 - 14 ,2 1 to 9 1 8 A 5.5'J 14 12�10 9 4 5 - - - 14 12 i 10 1 9 7.5 4 - 8 ° B 7.5 5.5 { J S 14'12 10 9 8 5 I- - 14 12 fo 9 6 1 8 4 - 14 12 10 9 8 8 6 `.'� 14 12 10 5 - - - 14 12 10 98 4.5 _- - e 8 8 a 8_ 6 4.51 - 14 12 f0 9 8 4 - - 14 12 10 9 e 6.5 } - 12 10 9 a e 6 - 14 12 B 1.5 - - - 11 12 8B.S SS - p 8 8 6.5 5.5 4 3 7,-Ow 14 12 10 9 6 1 - - 14 12 10 9 8 6.5 3 - 14 12 10 9 6 8 6 - 14'12 ID 9 6 - - - 14 12 10 1 9 a 7 - - 8 6 a 0 8 8 7.5, 6 14 12 10 ° 4.5 - - - 1412�10 9 8 4 �- - 14 12 10 9 8 74 - 14 12 10�55 - - 1411210e i6.5 - 68 8: 8 6.5 3 3.5' 14 12 10_ B 7.53.75 11 12 10 9 8 6 - 14 12 10: 8 8 6 - 14 12 10 8 14 12i 10'BS 7 - 0 a 9 8 7 5 4 - __ ..._ __-�9y- _ 14 12-*10 ° 55 3' - 14 12 10 9 8 4.5' - 14 12 10 N,8 e 14 11 7 - - - 14 11 7 55 35 - - 8 8 7 5.5.45.J5 14 12 10 . 3 - 14�12 10 9 8 4 '- 14�12 IG 9 8 '_8 14 12 10 ] 4 - 14 12�&5 7 8 3 `-`- a� a ° ° 5 4 7~4 8•-0 14 12 10 9 5.5 - - 14'12'10 9 8 ♦5 - 14 12 10 9 e a 14 ffS:El UM14 12 10 55 J 14 f2 10 9 8 _ - - 14 12 10 B a 5.5 - 14 12 8.S 3 - - 14 12 I8.5 ] 4 - - - 8 I 8 8 7 55 4 - - .- __�-.--- - - 12 9.5 - - 11 12 9.5 75 - - - p a p 7.5 84514 12 10 65 4.5 = - 1/ 12 10 9 7.5 - 14 12 10 9 9 - - I3 9S 4 - - 13 95 °.S 5 4 - - - B B 85 5 4 3 9,-0w14 12 10 8.S { - - - 14 12 10 9 7 3 - 14 12 10 9 9 - - - 14 12 10 5 - - i- 11 12 10 9 6 5 - r- - 8 8 B 8 8 6.5 6 3 DE OA ON SHEET 19 14 12 8.5 4 - - - 14 13 10 9 15 - 14 12 10 9 7.5 - - 14 11.5 a. - - - - 14 115'75'' 6 - e 8 75 6 5 4 14 12 10 6 4 - - 14�12 10 B 7 _ 11 12 10 8- -9 - 14 12 _5 - - - _ --._ 1_ 1 11 12 ° 65_ _ e i 8 8 8.3'S5 { -14 12 D.5 5 3.5 - - 1{ 12 10 B SS - 14 12 f0 9 8 - - S.B.S' - - - - 11565 55�-- e 0 55'4.5-35 14 12 95 5 �3's - - 14 12 10 P 55 14 12 10 9 a - - 14 12� 7 - - - 14 12 10'7.5 5 - 8: 8 9' 5 6 75 4.5• 10•-Ow 14 12 5.5 3 I- - - - 14:12:10 6 3 - - - 14 12 10 9 6 - - - 14 10.5 3 - - - - 1410.5 7 3.5,- p 8 7 5.5 4.5 3.5 - - -- 14�12 9 14.5 1 3 - 14:12 10 9 S �- 11�12 10 B 8 - - - 14:11,- - 11�11�7.5 - - - p It 7.5 6 5 14 12 ] - - - - - 14:12 10 - - - - - 14 12 10 - 10.5 B�- - - - - - 0.5 p - 11 12 7 - - - - 14�12 10 - - - - - 14 12 10; - - - - 5 - - - - - 11�12 1D 8� °� ° ° B 7 .5.5� 14 12 1 - - - 14 12 10 - 14 I2 10 - - 2 - - - _ _ i I - - 2S e5 6 - - - p B 7 55 445 3 I4 12 6.5� _ - : - - 14 12 10_- 14 12 10 - - - 3S � - - - - _ I 14 10 7 - -._._.. _r - ' S q _ �_ _ _ 95 7 351-_ - _ _ _ e 7 I.s J.0 3 11 12�5.5� - - 11 12 10 - - 14�12 10t-�•-- � - I- 14 12 5.5 _ _ _ _ :_ 14 12 10 _ _ _ _ 14 12 10 _ _ _ _ 12 4 _ _ _ _ _ •1 12 10 e b 8 e 8 6 3 ' 12'-0" 14 12 3 - - - - - 14 12 9 - - - - - 14 12 10 - - - - - '45 4 - '.5'12 - 14 12 - 14 12 r- - 1!•12 12 _ - 4 12 - _ 9 { - _ _ _ _ _ _ _ _ - - _ - - a e a _ 1 HV _BLADE OR 1 HV BLADE l4 10 - ,4 12_ 14 12 - _ r^:56' I(BS 85, - - - e 6.5 45 35 3 14 12 5 - _ 11 12 10 _ 14 _12 10 _ __ 595 /S - T p _ _ - a e a a .5 W1 1A) HV WINDOW BLADE - - - - - 8 5 4 's 5 - 14_12 - - 14 12 14 12 1.5 6.5 - 8 6 5 S 4.5' - - 11 12 - - ,1 ,2 - - - - - 14 ,2 - - - - - a - - - - a 6 _ _ - 6 3- WORKING IN UNISON 14'-0" 14 12 _ _ _ _ _ _ 14 12 _ _ _ _ _ 14 12 _ _ _ _ 1{'9 _ _ _ _ _ 14 12 _ _ _ _ _ 9 a 8 8 7.5 4 1/ 7 - - - 14 12 _ _ _ _ _ _ 14 12 10 4 _ _ _ _ _ _ 10 7.5 - _ _ _ _ _ 8 7.5 5 4 J _ _ 14 11.5 _ _ _ _ _ _ 14 12 - - 1_ 14 12 - - - - - 11 4 01 8 __-____._-.. _ -.`_ _ _ _ _ _ _ _ _ _ 9 a 5 15'-0" 14 _ _ _ _ _ _ _ 14 _ _ _ _ _ - _ 14 _ _ _ I_ _ _ 14 _ _ _ _ _ _ 14 _ _ - _ 0 9 a 7 7 35-- - 14 _ _ _ - _ _ _ 14 _ _ _ _ _ _ 14 _ _ _ _ _ _ 9 _ _ _ _ y 14 14 11 _ _ _ _ _ _ _ 10 _ _ _ _ 10 14 _ _ _ _ _ _ 14i_ _ _ _ _ :_ _ 14 _ _ _ _ _ _ 7 _ _ _ _ 7 _ 7+3.5 14 _ _ _ _ 14 _ _ _ - _ i_ _ 14 _ _ _ _ - _ _ 14'_ _ _ - _ - _ 14 - - _ _ _ _ 6 6 8 7.5 6 3 I 8 6.5 4 1.1 - - - - 14 - - - - - - - 14'_ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9a _ _ _ _ /.5 - - - - -1 FLORIDA BUILDING CODE Non High Velocity Hurricane Zane 62D20 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. •...... ��T�,,, BERTHA HV-7u y>;'��CEN 9-, a S A Accordion Shutter System No.441 I01 I L E C O NC. ■ ■ ■ ■ RV• BADE ZI W/OR W/O HV.1MNDON aJDE TILLIT TESTING R ENGINEERING COMPANY American Sh♦utter Sy9}eTn! EV,N DESCRIMON DATE DRAWNBY: M.S,.St..305.W GINIA WDENS,-1D4 JJI6' AOsoCIGllon• Inc. I OLD 17-107 /2/202 DA E_7/2/20io %-o'• STATE Vnone (3o5)871-1530.Fo4:(305)871-1531 4268 Westroads Drive 2 9�'• F� �:0R1 CA-0006719 un.�000w.00m West Oolm Beach, FI_ 33407 3 DRAWING No '•. W IER44167 +C s/ONAI N\\\\\ ---_ F LTILLN 44t 67E. 4 20-16 4 "7u11 1 ,e. SEAL/SIGNATURE/DATE _? ____ SHEET ° 12 OF 20 MAXIMUM ANCHOR* SPACING (in)i rQI4FIV it F FOR A GPEN MAX, SHUTTM SPAN- SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BL__OCK_SUBSTRATES A.S.D. DESIGN NEGATP&PRESSURE HUNG Mn A MBMM 1113114111111C TYPE FOR 01=10E OR GWOME RM WTAIMM (SEE MOUNTINGS E.G.&H ON SHEETS 0&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOW& comcmm (A) TO EXISTING POURED CONCRETE: (Min.rc -3 k4Q MAXI EOWALL SILL MOUNTIN G CEILING MOUNTIN QH FLOOR MOUNTING 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORMAN TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.rc-3 Net) SPA SPACING LFarmn - 1 '0.3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Yin. re 3 k6i) (ft) k SO OESIGI NEWRIFFRESSURE ITALIC 64 kS.D.DESIGN MEUBAE PRMK M p 1__._._ _ - 1/4 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.Fc-2 ksi) 30 4O 60 S l Po 1120 160 205 30 140160 051,,90 11201160Ii= 30I 40 ED 75 ED'12o 160I205 IAPCON OR - 1 0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY TAPCON WITH ADVANCED ER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. Min.f'c-3 ks _ 14 12 10 p 0 0 0 5.5 14 12 t0 p D e 6 14 12 10 9 B B 6 6 1 j II THREADFORM TECH ( ) 3•-0 14 12 10 0 e B 6 6 14 i 12 10 I p 1 0 a (e I B 1/ 12 10 9 6 6 6 6 14 12 10 p O l e e e 14 12 110 p e e 6 18 14 12 10 9 8 8 6 5 --ALL POINTS SCILID-SET NOMS: __-__ 14 12 10 p e I 0 e 7 14 13 10 1 p I e 0 6 0 14 12 10 9 8 e 6 s BLUE TAP W/CAP A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ __ - . _ IS ANCHORS IS 1 3 4 / / 1{112 10 it e 7 SA 3.5 14 12 10 p 0 e e e 14 12 t0 9 B B' 6 5 TAPPER+ .AND FOR BLUE TAP W CAP ANCHORS 15 1 1 2 1{ 12 10 p 6 e 6 0 i4 12 10 p e e 6 0 14 12 110 9 B B 6 $ _ --- -- _-- 4'-O• I I A2)MINIMUM EMBEDMENT OF 1/4'0. 3/4'ALL POINTS SOLID-SET ANCHORS SMALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT t4 12 10 0 e B 6 4 14 is 10 p B e 0 5.5 14 12 10 9 B 6 4 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1{ 12 i f0 - e 18 8 {.e 14 12 10 8 8 8 8 5.3 14 12 10 9 B e 6 45 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 t0 9 7.5�5.5 3.5 - 14 12 110 9 8 8 •-6 5 14 12 10 9- 8 7 5 4 45Bi UYJ[ATgHS OF 05E FOR 11 12 10 9 B 6 6 e /4 12 110 p e -B 6 5.5 14 12 f0 9 8 8 6 4.5 MADE"ON SHEEN 19 5'-0` } I A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, H tz 10 9 6 7 4 - 14 1T 10 p 6 �s.5 5 3s 14 t2 to a es 5 r.5 ] ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 e 7.5 ♦. - 14 12 10 p e B 6 :4.5 14 12 10 9 8 i 6 45 375 NOTES A7)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR 14.12 9.5 7.5 10.5 14,5�- - 14 12 j".0 p 8 7.5 5.5 4 14 1 10'g B84.3 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 6'-0" 14�12�10 9 0 8 8 - 14 112 0 9 8 B 6 5 14 12 10 9 8 0.55 3.514 12 10 9 7.5�55 3 - 14 120 &5 7 SS 4 � 3 14 112 e 6.3 S.S 4 J - (B) TO EXISRNC CONCRETE BLOCK: (/STN C-90) 14 12 10 9 8 6 - - 14 12 9 a 6.5 5 .3J5 14 112 10 SS I e 15 � a - - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. -3 _ 0 .-L _.____ 1s�3 - 1/4'0.3/4"ALL POINTS SOUD-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 1{ 12 6 8.5 5.5 3 - - 1{ 12 f0 B 8 6.S 9.5•J.5 14 12 10 0 7 5 7'-0' 14 i 12 1 10 9 8 8 - - 14 12 10 9 8 7 5 4 14 12 10 9 *7.5'5 5' 4 3 - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 a 6.5 4 - - 14 12 9 7.3 6 '4.5 3.5 - 14 10.5 7 5.s 4.5 3.5 - - - 1/4-0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY <4 12 to.e 7 4 -_ 14_12 to 9 7a 13.51 1 _ 14 1z g 7 75 _ _ OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE MIERICAI SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 �5 41i45: - 14 121OQ 7.5 6.E 4 14 12' 9 J 6 45 3- 14 12 10 9 18 14 12.10 1) 8 I 0 { I 14 12.10 1 65 5 �3.5 - H07.S' 6'- :4 I t2'85 7 5.5l 3 - 14 12 8 6S S5 4 3 - 12.3 95 8 15 4 3 '- - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON 14 12 9.5 7.S18 - - 14 12 9.5 8 65 5 14 12 0 40 165 4 _ WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 12 10 5 3.S - 14 12 10'8 6 5.- - 14 12 . ' 7 5 4 - - 9.2)MINIMUM EMBEDMENT OF 1/4'0.3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 12 10 9 0 - - 11 11 l0 9 7.5 4.5 - 11 12 85 7 55 1 -0' t1 t 1.5 7.5 B i{ - I- 11 1 t 7 5� 3 3.5 I1 8 '5-5•4.5 3.5 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO . ' - - - - EXIST,AND 1`MINIMUM FOR WALLS WITH NO STUCCO. 1412IB 6.5'4.5 _�_ - 14 12 8.5 7 5.54 - 1410.5 7 ,5.5'8 45: - 1.5e.5jS5-4 - - - - 14 12 9'7 e-'I5- - 141111 7 5.5I45•33 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING DUAL OR FLOOR, 10'-0` 11 12 10 9 7.5: - - 14 /2 10 8 6.5 5 - - 14 12 8 . 6 5 i 4 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14�1Da 7 5 3.5 - - - 13 9.5 6.5 5 4 3 - - 10 7.5�5 4 3 l- I- - NOTES B,1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER, 14 11 7.5 5.5 - - - - 14-11.5 9 6 5 4 - - .2.5 9.5 6 5 4 4 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. • 0.5.8 5 11 128 '6.55.5 4 13 10-6.5 5 "43 11-0. 14,12 10 - - - ,- - 14-12 9 7 6 4S - - 14 105 7 5.5 4.5 3,5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 2.5 9.5 5 - I- - 12 9 6 15 4 3 - 9 7 45 3.5 3 - - 14 10 7 - - - 14'10.5 7 55 4.5 - -_ 1.5 85 55 4.5 3,75 - - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5�7 ♦.S - - - - - 11+1.5'7.585 �- I-N- 12-8 6 4.5 4--'-- - - 12'_O' 14 112 10 - - - - - 14 12 B 6.5 5.5 - I- - 13 10 6.5 5 4 - - EQDE..DISTHLNCE VEftS.Ui SPILGING_SS,)1EDi)LE.SDR._ANliHOB.S: 1.5;0.5 4.5 - - - - - 11 8 55 1 J.5 - - - 8 6 ♦ 3 - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW. FOR E.D.LESS THAN THE INDICATED,REDUCF ANCHOR SPACING 3.5.9.5 6 - - - - - 13 v &5 5 ♦ - - '�0.5 8 5_4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - - - - - 14 1G 7 5.5 4.5 - - - 1i'8 -..5 453.5 - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 12 - - 14 11 5'7.5 8 5 12 9 6 45 4 - t t 3'-0" I- � I - - l- - FACTOR 0.5 8 1- - 10 7.5 5 4 3 - 7.5 5 5 4 ] - - - ACTUAL 2.5 e.5 _ - 12 9 ADVANCED e 45 4 - 9.5 7 5 4 - - - - EDGE TAPCON TAPCON WITH TECHNOLOGY ALL POINT SOLID SET BLUETAP W/ TAPPER + e 6 - - 13 9 5'B 5 5 -- 0.5]5 5 4 - - DICTANCE �_ ___ GP MIN.SPACING 14'-0' - 11 015.514.51 7 55 _ '1 8.5 }5 4.5 - I- ( E.D. MRN.SPACING-J MIN.SPACING-3 MIN. SPACING 3 1/2 NN SPACING-J' J 3/4 4'- 14 12 14 O.S14.5'35 - - t_URED CONCRETE& - _ POURED CONCRETE& POURED CONCRETE& /0 7.5 1 - 9 7 I- J _ CONCRETE BLOCK WL 003 I/r f0110NEiE HOCX CONCRETE BLOCK CONCRETE BLOCK ��Nt✓ lE OalaE1E 90IX �•.. _�• 10 6.S l _ --_ �_..65 5 _ _ _ S16 HV WINDOW vw ED.•J• NN E.D•J 1/2'�ifeN.ED.•2 1/2" �ED•3 1/Y NN k.D.•3• MIN.Eb•J 1/2'NIL ED•2 f/r 5A 4A 6 - 9.5 1 -41 - - 11 - - - I- - - - 10.6 8 5 - - BLADE WORKING L13/4 1.0 0.90 t.o 0.78 1.0 0.B415'-0' ' s'fis 4 - - e.s 5 3 - - O.B1 1.0 - - 0.87 1.0 - IN UNISON ♦ as110 - - - - - B 5 - - - - - 6.5 8 4 - - - - - 0.71 - - -7 _ _ _ 1 i 59.5 5.5- - - _- 9 6.5 4.5._ _ _ _ _ - 0.910.43 1614 _ _ _ _ _ _ 5i 1.5 6 _ _ _ _ 107.5 5 _ _ _ _ _ 0.35 0.43 6 _ _ _ _ _ _ _ 9 g 4 _ _ _ _ _ 8 4.5 1 3 _ _ _ _ - - - _ 9.5 - - - - - - '�`•! 7 5 - - - - -- 8 6 4 - - - - i_ FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone' 1111 ill 1y,,AAAAA 02020 TILTECO,INC. 2020 EASTERN METAL SUPPLY, INC- BERTHA..LOLL. ,• /1�,, /�, H1 TM N5`3�.•' \CEP 9 i - F''• ' Accordion Shutter System No.44 67 MIL E C O I N C. M■ ■ ■ ■ RV. ELAM#1 W/OR W/O KV.WINDOW SAX cAmerican Shutter Systems EY. DESCIIIPTIOM DATE DRAWN BY: M,P x * 7--- American TILLIT TESTING � ENGINEERING COMPANY 6]55 N.M.JBtN.St..Ste.]OJ,NRCNM GARDENS.R0160A 331.1 Association, Inc. I OLD 17-107 7 2 202 DATE: 7/2/2020 "a•' STATE F = Phw (305)871-1530.Fe.:(305)871-1531 4268 Westroods Drive 1 J DRAWING No %90,�•. `�ORI P �.� a-m9n:uH.we9a.ew West Palm Beach, FL 33407 3 20-164 \ CA-000871p S.'•.•••• '` \\C WATER A TrtllT Jr.P.E. 4 4ONA R41�\\��L/SIGNATURE/DATE FLORIDA u`.(I 44167 6 SHEET 613 OF 20 MAXIMUM ANCHOR* SPACING (in) SCHEDULE FORA GIVEN L4AX_ CHI Eg SPAN A.S.D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNn Typr FOR CONGRETF OR COh.PETS BLOCK INST1A I AT olq` MOUNTINGS I.J.K A L ON SHEET 7) POU �WALM OVER k II TRENCH ANCHORS C_PACNG t_F•GENn yµ MOIartwG5 J RAN4CUARD M ©WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING T_._. _ OLSO.DOM NWAK PRESSURE RATING'N ASA OEM NEWK PRMIRE RAW SD.0801 NEWNIF PRf W WING DO M WATNE FE.4ME ROW(RN TAPCON OR (� TAPCON WITH ADVANCED 30 1 40 1 80 1 75 1 90'120 160 205 30 1 40 1 60 75 90 1120 ifi01205 301 401001 75 90 120 j 100 205 30 40 60 i 75'90 1120'1601205 THREADFORM TECHNOLOGY 14':12'10! IB 8 6 .6 2 1 112 12'1211. .5 . 7 7 5.5 5 '5 5 5 5 '- - --- - 3•-G" 14 112 10 9 8 B 6 8 12 112 112 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 POINTS SOLID-SET 14 12 .10 19 i 8 8 6 6 12'12 i 12 12 '0,5 6 6 4.5 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 BLUE TAP 14 12 10 9 6 8 8 8 12 12 12 12 12 10 /.5 6 7 7 ] 7 ] 7 . 7 5 5 5 5 3_5 5 S - TAPPER+11 12 10 B B I B I B 1 6 12 12 12 11 ',.5 85 6.5 5 ] 7 / ] 7 7 55 a 5 5 5 5 5 5 5 4 " 14 12 �10 9 '6 6 ;6 6 12 12 17 12 12 9.1 7 1.5 7 7 7 1 7 7 7 7 5 5 5 5 5 5 5 5 4•-0 11 12 10 9 6 i 6 6 8 112 12 12 9.5 8 6 4.5 15 7 7 7 7 7 7 6.5 5 S 5 5 5 3 5 5 5 11 12 10 9 816 �6 6 1212 tI f2 10 '7.5'S.S ♦ ] 7 ] ] ] ] 7 SS 55 S 5 53 5 5 -.4 ..__ a - _.._ - _�-..-_-.-.._..-_ -_-_-_._-_.-.- _.._-._._..-._ 14 12 10 9 8 8 6 8 Ti--12 t2 ,t 9 ] �5 { ] ] ] ] ] 3.3 { 3 5 5 5 5 5 5 ♦ 3 14 12 10 9 0 8 6 B 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 5•-0" 14 12 ,10 9 B . 6 6 12 12�9S 7-5 6 4.5 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 14 12 10 9 8 8 6 6 12 12 12 95 8_6 45 - 7 7 7 7 7 7 55 1 3 5 1 5 5 5 5 5 1 SEE ANCHOR 14 12 10�9 8 8 6 6 12 '12 1 5 9 1.5 55 4 :} 7 7 7 7 7 {7 "35 5 5 1 5 5 5{5 5 SPECIFICATIONS 6•-D" 14 12 10 9 8 8 6 6 12:12 12 6 5 8 3 - 7 7 7 7 7 7 7 ] 5 5 5 5 5 5 5 S ON SHEET 13 1♦ 12 10 9 8 8 5 8 12:12 8 6 5 4 J - 7 77 77 5.5 4 3 5 5 S 5 5 IJ 11 12 10 9 8 8 6 8 12 ''�12_10 a 8.5.5 .75i- ] 7 717 7 8 45 - 5 5 5 5 5 5 14 12 10 9 9 tl 96 12 12 10 8 •6.5 5 J.5 - 7 7 7 6 3.5 ♦ - - 5 5 '-5 5 5 4 5- 7,-0" f 1 12 10 9 8 fl 6 6 12 12 12 6.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 1♦ 12 10 9 B 8 6 6 17 10 6.5 5 '4.5 3 - - 7 7 7 7 f.5 5 3 5 5 5 5 5 5 3.5 3 14 12 'O 9 8 e 6 6 12 12 BS 7 5.5 4 - 7 7 7 7 7 5 - - 5 5 5 5�5 5 4 14 12 10 9 8 8 6 - 12 12 B 7 55 { 3 - 7 -7 777 5.5 .5 3 - 5 S 55 5 ,45 3.5 - VALID S. Y FOR O PRESSURE -7 0 L UP T 5 y - PSF A.S.D DESIGN PRESSURE 1♦ 12 10 9 8 8 6 - 12 12 0.3 6 4 5 J 5 - 7 7 1 7 7 7 7 7 4 5 5 5 3 1 5 5 5 S RATING k FOR SPANS PER 8•-0" 16 11 10 9 0 8 fi - 12 9 8 4.3 4 } - - 7 1 7 7 -.5 a - - 5 5 5 5 5 4 3 - 14 12 10 9 8 6 6 - 12 11 7.5 6 5 .75 - 7 7 7 ].5 6 4.5 - 5 5 5 5 5 4.5 - SCHEDULE #3, SHEET 11 14 12 10 -9-_6 6 - 12 '1' 7.5 7 ) 1.'. 5-�4 5 5 5 5 4 1 14 12 10 9 8 6 = 12 12 9.5 5.3 5.5 4 3 - 1 7 7 7 7 7 g 3 5 5 5 5 5 5 5 5 9'_0" 14 12 10 9 6 1 8 0.5 8 5 4 3.5 - - _ 7 7 7 8 S33 - 5 5 5 5 5 4 3 11 12 10 9 8 6 12 10 6.5 5 4.3 7 7 7 65 5_ 5 5_5 5_4 14 12 10 9 B 6 - - 12 10.5 7 5.5 4.5 J.5 - - 7 7 5.5 4.5� - - - 5 5 5 a.5 J.5 - - 101-0"1! 12 10 B 8 8 - - 12 11 8.5 6 5 3.5 - - 7 7 7 7 1 7 4.5 - 5 5 5 S 5 5 5+4.5 14 12 .10 9 8 :8 - - 9.5'] 4.5 3.5 3 - - - 7 7 7 5.5 I1.5�- - - 5 5 5 5 4.5 3.5 - - 1♦ 12 10 9 8 8 - - 12 1 9 _6 5,4_•- - - 7 7 7 6 5 - - - 5 5 5 4.5 5 - - _.�-w_.-...... _._.....- .�--- _ _ _-___..__»_._._ __- - 14�12�10 9 B 8 - - 12 10 7 �5.5 4.5 3.5 - - 7 7 7 7 7 7 3.5 - 5 5 5 5 5 5 5 4 14 12 10 9 B 0 - - 0.56.5 4 JS 3 - - - ] 17 6 5 . - - 5 5 5 5 a } - %1\•' HV BLADE 14 j2 ONLY 10 9 8 e - -- 11 1 8 S.S ♦ - - - - 7 ] 7 5 a 5 - - - 5 5 �5�5 4.5 14 12 10 9 8 - 1.5 0.5 5.5 45 3.5 - - - 7 7 s - 3 5 4.5 3.3�3 - \ 12'-0"14 '12 !10 9 8 - - 12 9.5 6.5 5 4 J - - 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 3.3 11 12 10 9 9 - - - 5 5 4 3 - - - - 7 7 5.5 IS 3.3 - - - 5 S 5 4.5 / J 1♦ 12 10 9 8 - - - 10 7.5 5_4 - - 7 7 6 S_ - - 5 5 5 5 ♦ - - _ 1 - -- _-__- -_ 1{ 12 �10 9 B - O.S i 6�5 a i 3.5 - - - 7 0.5 43 - - - - S S 43 3.3 3 13,-0"14 12 10 9 8 1.50.5 6 15 3.5 3 - - 7 7 7 7• 7 4.5 - - 5 5 5 5 5 5 4.5 3.5 14 12;10 9 e = = 7 i 5.5 3.5 3 - - - - 7 7 5 4 3 - - _ 5 5 5 4 3 - - - 1/ 12�10 9 8 9 7 a.5.:.75: - 7 7 5.5 4.5 - - - - 5 5 5 �1.3 4 -- - - ... -'- 14 12 10 9 - - - - 10 7.5 5 4 3 - - - 7 I 11 3 - - - 3-- 5 4 3 - ---� 14'-0- 14 'f 2 10 B - - 0.51 8 5.6 4 3.5;- - - 7 7 7 7 7 4 •- - 5 5 5 5 5 5 4 3 14 12 10 9 _ _ _ _ 0.5 I S J _ _ _ _ _ 7 7 5 3.5 - _ _ _ 5 5 5 { _ _ _ _ _._.._. 11+12 10 9 _ - 8.S 6.5 a _ _ 7 7 S _♦ - - _ 5+5 5 1 14 12 10 �- '-1 _ 9 7 4.5 S 5 3 - - 7 155 3.5�- - - - 5 5 3.5�3 - -- 15 0" 14 �1210 I - 10�7515 43 - 7 717 7 7 3.5 - - 55 5 5 5 54 .3- 14 12 10 - i- - - - 8 4.5 3 - - - 7 7 4.5 3 5 5 4.5 3.5 - 1♦ '12 101_ _ - _ _ 86 { 77 5 _ _ 55 5 4 _ 14 12 10 - - - - - 6J3'6.5 { SST- - - - 7 :55 }.5'- - - 5 5 3.5 - - 14 12 10 - 1 9.S7 '',4.5353 !- I- 7 7 7 7 6 J-- - 5 �5 53 �5 I5J.5'- 16'-0"74 '12 10 _ _ {- I_ i_ 6 4.5J _ _ _ _ I_ 7 �6.54 3 �5 14 12 10 _ _ _ _ I_ 73 5.5''.75.._ _ _ _ _ 7 7 4: _ _ _ _ _ 5 514.SI- '_ - _ _ �jyyy/y•-...•,,,,�" FLORIDA BUILDING CODE Non High Velocity Hurricorr` U11p. 11I�III C 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. C I /lam/i G EN .. -�-�-� 'H H TM Accordion Shutter System No.44167 f A.S.S.A. H.V. aADE#1 W/OR W/O KV.NINDOW a" a* * �� TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems -- Cv,N. DESCRIPTION OAT[ DRAWN BY: M P "a STATE F &M N.W.3601.St..St4.305,WRGINIA WOOS.rLORIA 331 Association, Inc. I OLD 17-107 7 2 202t Hre: 7 2/2oxo �'• Ph- (305)871-1530.F94:(305)871-1531 4268 WeStrc OdS Drive 2 i3O�•. f(OR) p .-m9n:nn.�9o991.wm DRAWING No 4,�5;• .� ,6�: cA-0006719 West Palm Beach, FL 33407 } AL 'nrrR 20-164 •,,4/y/V'ONA '��4�}`• Wn.ORIDAA Le./44167E. 4 77Up I SEAL/SIGNATURE/DATE 5 _ SHEET s14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (la,s,f-) AM CORRESPONDING MAXIMUM ANCHOR SPACING ('inn-) SCHFDULE7 FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE AS D DESIGN PRESSURE RATING AND A CORRESPONDING MOLIh hC TYPE- (SEE MOUNTINGS ON SHEETS 16 A 17). u B E�-_ - R t= SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 UTHETIN MIN.PINE N SPRFIRUCE PINE SPRUCE PINE DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G-0.36 PLYWOOD pppCL�S F1R / FIR SOUTH uAxmuN MIN.G-o.50 W W/ MIN. G-0.43 W/ MIN. G=0.36 sr•aN 1NI WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS M N 0 & R FLOOR MOUNTINGS M FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS M, N, O & R W & )( , , W & X , N, O & R W & X P & 0 Shv SAv Shv lc W OM MM Rai(PQ 53 t301■9i[rl®F Rita(pJ Sc.t391IWIM BkB:tF TWi 1� S0.E>011 RIME REEIt[tel[ W 01 Este FIM RIi(jQ A 6901 E91WE f 691E RW X `F.om EwM RImK M11D (v4) ''®a IBAM F16Rrt Re6 MITI SO®I IBWM BEDIE RBIRI(� SD®I t01R 11�1t IYNTR IrJ 30 40 160175 90 I105 30 40 60 75 90 OS 30 40 60 75 90 OS 30 t0 1 60 75 90 h05 30 I40 60175 190 OS 30 I40 60175 190!'05 30 40 6075 90!105 30 40 60 75 90 05 30 140!60175 90 M105 30�40 606 90 05 `'-0.OR 12 110�10'9 ��8 ``8 6 �6 6:6 '6 6 12 10 To:9 i 8 e 6 1 6 6'6 6 �6 12 �10 10'9 8 8 6 6 6'6 6 6 6 5 4 4 4 3 12 12 12 12 12 17 12 12 12 412 12 12 12 12 12 12 12 12 4'-0" 12110109 �818 6 6 66 6 612101098 8 6 :6 66 6 6121010'9 88 6 6 616 6 6 6 �5 � 44 4 31212�12�12 12!t772121+2'121121112}121212,1212 5. 0• 12'10 1019 8 �0 6 �6 6,6 �6 �5.5 12 10 10 9 8 8 6 6 6 0 �6 5 1 2 10 10 9 �5 7 6 �6 6'6 6 5 6 5 4 4 �4 3 17 12 17 12 7 7:1: 12 12�12 12 12 12 12 12 12 12 I12 0. 6'-0" 12 110 10:9 8 �6.5 6 1 6 6 6 5514.5 12 10 10 9 8 5 6 6 6 r:.5 5 �a.5 12 10 10!9 6 �3 S 6 6 6 6 5 14.5 6 5 4 4 5 5 - 12 I12 I12 12 12 17 12�12 12 12 12 12 12 12 12 12 10 8.5 7' 0" 12 10 10 9 :. 5 4 6 �6 6�e 4.S 4 12 10 10�9 1 5 3 6 6 6 5 4 �3 5 12 10�10 7 3.5 - 6 6 6 5 4 '}5 6 5 4'4 - 12 12 112 12 12 1 12 12 12�12 1`10. 12 12 12 0.5 8.517.5 8'-0" 12 10 10 7.5 51] B 6 6 3 1 13.5 12 10 10 6 J 5 - 6 j 6 5 '.5 3.5 3 1 2 10 10 4 - - 6 6 5 5 }5 3 6 5 4 I- 12!12 12 12 12 1; 12 12 12 11 19.5 12 12 1.5 9 7.5 E 5 9'-O' 12 10 10 5 : .5,- 6 �6 5.5�"i, 5 3 12 10 9 4 6 �6 4.54 3 3 12 �10 4 3 - - 6 �6 4.54 3 3 6 5 35- - 12:12 12 12 12 1C 12 1211. 9.S1IIII6.512 12 10 8 8.55.5 10'-0" 12 110 7.5 4 6 1 6 5 4 } - 12 10 6 } I- 6 6 I,'.5 } - 12 10 } - 6 6 4 5 3 - 6 S - - 12 12 12 12"1 5 9 12 12 1 U.'8.S:7.5 12 12 9 7 16 5 ll'-0" 12110 IS.5!- 6 �6 4.5- - 12'10 45- �- 6 155�3.5- - - 12 .10 6 'S5' 4 6 �5 - 12 12:12 12 10 8 �12 I112 19.51817 12 12 8 I6.55.5�4.5 12'-0" 12 1014.5,- - - 6 6 4 - - 12 10 35 1- 6 15 3.5 - -- 12 10 - - - - 6 5 3.5 - - 6 .�5 - - - - 12 12 12'1.3'93 8 1;2 I1118.517 �6 12 1. 7.516 5 4 13'-0" 12 j10 - _ 6 6 12 10 - 6 '45 - - - 12 .75 - - - 6 45 - - 5 !45 - - - 12 12 12'10.',85 7. 2 I101 B !6.515.5 12 �0. 7 ,5.5 4.5 a 14'-0' 12 10 - - 6 '5.5 t 2 7 ,.5 4. - 12 7 - - - .5 4 5 - - - - - I I 6 ',3 12 t2 t2:9 5. 6 12�8.5ia i6 �4.5 12 �9.56.51 5 a s 15'-0" 12 I I - - 6 - - - ' - 12 -- 5 - -- - - 12 - - - - 5 - - - - 6 1- - - - - 12 12 11 9 �7 5 5 12 8.5 7 �'.6 4 12*9 6 5' 4 1 '- 12 - - - - - 6 ---12 - - - - - 5 - - - - - 1.5- - - - - - - - - - 6 12 1210.'.8.56.5 a �12 8 e�'S 3 •1.58.55.5�4.5'35 1 HV BLADE OR 1 HV BLADE W/ 1 A HV WINDOW BLADE WORKING IN UNISON* •SEE U ATgN6 OF'D19 FOR 61ADE�ON WEET 19 i NOTE�_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.O.S) - 1/4"e TAPCON ANCHORS,AS MANUFACTURED Fry I.T.W.BUIIDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.O.S.) FJ'S SECTION ON SHEETS 16 6:17. -SPRUCE PINE FIR NORTH W/G-0.43(N.DS.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.O.S.) 2.ANCHORS TO HOLLOW CEILING SMALL BE AS PER MOUNTING TYPE U.SHEET 17 AND$HALL CONSIST OF -MIN. 1/2"COX PLYWOOD(1986 APA) LAG SCREWS AS PER NOS 2018 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. _- FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ItT' 4y�ej''''' 02020 TILTECO•INC. C 2020 FASftR!N METAL SUPPLY, INC. BERTHA HVTM 3P:• EN Accordion Shutter System 7 H.V. BADE#1 W/OR III H.V.MANDUv RAM 44 :}! American Shutter Systems DEseRroraN DATE DRAWN Br: MP * TILUT TESTING & ENGINEERING COMPANY z*': f 6363 N.W.3&h.St.Sro.305.VOMIA GARDENS,FUDRIOA 3316• Association, Inc. 1 OLD 17-107 /2 DATE: 7/2/2020 2,Q•, STATE Phone:(305)871-1530.F..:(305)871-1531 4268 Westroods Drive 2 DRAWING NO '�O' FLOR P•'\ •-mat-U6e�9se01- West Palm Beach, FL 33407 3 _ G-0006719 ,� •. 0-164 FSSION + ��EAL�- /$IGNgTURE/DATE WFL�A T.1T 44 P.E. 4 - SHEET FLORIDA Uc./IN 67 5 ---- 615 OF 20 INSTALLATION_ _DETAILS ON EXISTING WOOD BUILDINGS FOR J) HV & HV♦ BLADES AS APPLICABLE WALL FINISHMAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONc INTO WOOD W -_ WL L' ONLY SHALL BE LIMITED TO 105.0 osf, A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & 1/4"0 TAPCON OR A.S.D. DESIGN PRESSURE RATINGFOR INSTALLATION WITH BLADE I `& 1A) WORKING IN UNISON 1/4-0 WITH ADVANCED THREADFORM TECHNOLOGY 1/4 0 TAPCON OR W/ 1 1/2"Min. PENETRATION I TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ' OF THREADED AREA TO I W/ 1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING EXISTING WOOD HEADER. UKSFPppA li I I 11 BUR 1A WOOD HEADER. (SEE SCHEDULE ON SHEET 15) I (SEE SCHEDULE ON SHEET IS) TO GASS(SEE f � 1/4'0-20x3/4'S.S.MACHINE Sa1LDULE ON SHEET II •'\N11111,11111j .,.l'I — iy�Ogl7' H �� SCREWS W/ 1/4"-20 NUTS it FOR BLADE mAND -I II \7 1"Mln. - O 12'D.C. t9 FOR 1 _ E%ISTING ON S QT PI ADM mk 0 ' I Z - -� � ^ T•.IUU\1\t1\1\ _ _ ----_•L_A�L_ II GLASS -1 �� - III rrupnHu 13;OR(15; r wnisH' I I �s V -•"�L -------._--- 1. } o .�--�c� EXISTING MIN. - WALL FINISH I � T :fl1C\\\lllltS B 2'x4"WOOD 'I!OR ♦ E%ISTING MIN. I HEADER REQUIRED it ® Y 2"x4'WOOD I EXISTING I MN.SFPARARON I I 1 HEADER REQUIRED +7 i I 1/4 TAPCON OR TAPCON WITH ADVANCED GLASS--I IN p I 1 II 1 I - 0� I THREADFORM TECHNOLOGY W/ 1 1/2' ( it I E1d I Min.PENETRATION OF THREADED AREA TO SCEEDI.\E ON SHEET I MIN.SEPARATION TO GLASS _ EXISTING WOOD HEADER. 11 FOR BLADE(D NO -I G EXISTING -(SEE SCHEDULE ON SHEET 11) I I ON SHEET IS FOR I GLASS--y t (SEE SCE E ON SHEET 15) " NADLS mh® 1 II I I' I I 2"x4' UONT.SILL PLATE REWD. H_V WALL HEADER INSTALLATION WALL SILL INSTALLATION OM HV WALL HEADER INSTALLATION O I I� III a EXISTING J L MIN. SEPARATION TO GISS _II I f II I MIN. SEPARATION TO GLASS GLASS-, MIN. SEPARATION TO GLASS t I i I - '.1,' EXISTING�d`-(SEE SCHEDULE ON SHEET 11) I I I t' EXISTING (SEE SCHEDULE ON SHEET 11) -I r �•�� WOO CONT------{{{{{{ G1A55 I C1+ I I r9yq M WOOD PIATEI(SEE SCHEDULE ON SHEET it) I y GLASS--1 REO'D. 11 I x L I , 1 1/4"0-20x3/4'S.S. ' WALL I \ MACHINE SCREWS O W2' +_ _ \ II MACHINE SCREWS E FINISH I O.C. NUTS/ / I II USING 10/C'-20 NUNS I I i I I I --11 Ili I - ------- gY�gJlpppylL i I1 e I(� 1� -- _-'- - --OR ---- �I Ip��!J(� '1�3.OR 15 I I 1�-as� AJf II it -NOR I I 2'x4"COHT. , 1 II __.— Y\\\ ii WOOD PLATE II 1 �I ' ^--.. .— REO'D. -N\\1 t11 1 -El,--EO- a -1 11 -EO-- 0- ( -t'Min. .-{ -- - -.1'Min. 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" 1 i - 2'x{'CONT. Min.PENETRATION OF THREADED AREA TO 1/4'0 TAPCON OR TAPCON WITH ADVANCED SILL PLATE — EXISTING WOOD HEADER. THREADFORM TECHNOLOGY W/ 1/2- .' 1/4"0 TAPCON OR tl91E: RED• SEE SCHEDULE ON SHEET 15 ' 1 I Min. PENETRATION OF THREADED AREA INTO PLYWOOD ' \ 7APCON WITH ADVANCED 1-SEE SHEET{FOR TYPICAL •Q ( ) - (SEE SCHEDULE ON SHEET IS) E%ISRNC MIN. 2'x{" I/2"MIN. COJZj\ THRE'ADFORM TECHNOLOGY SHUTTER ASSEMBLY. - WALL FINISH STUDS O 16'O.C. MAX. PLYW000 REO'D. \\\\W/ 1/2'Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2"MIN.COX PLYWOOD REO.O. WALL FINISH--- THREADED AREA I—PLYWOOD COMBINED IN ANY WAY TO REO'D. PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15 SUIT ANY INSTALLATION. EXISTING MIN, 2"z4"STUDS O 16'O.C. MAX. RFO'D. ATTACHED TO STUDS IN > ®HV WALL I INSTALLATION ATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH N1TH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION O SEf Ur I AT10N5 OF U OF F.S.C.P HV WALL SILL INSTALLATION BLADE 1 oN SHEET FLORDA BIUM C Hon High Velocity Hurricane Zone VIM ///j' 02020 71LTEC0,INC. 02020 EASTERN METAL SUPPLY,INC. BERTHA HVTM jTi�UE C O I M . A..S.S.A Accordion Shutter System No.441 _�---- N.V. SLADE#1 W/OR W/0 KV.WINDOW BLADE * * TILLIT TESTING & ENGINEERING COMPANY American Shutter Sy3tOR1S 17 BY: UP STATE 0 .: &M R.R.J41x.51..St..3M YIRCIRM GAROFNS•ROIRM WIGI Association. Inc. 1 OLD 17-107 /2/ P47E: 7/2/2020 'D (( Phone (305)871-1530 Faz:(305)671-1531 4268 Westroads Drive 2 '�OrF� (URIC ��•� e-mautll000esool—m West Palm Beach, FL 33407 3 DRAWING No l Al— �a�• WALTER A.TILLR Jr.P.E. 1 LO-1 VY /F INnuuL1 SEAL/SIGNATURE/DATE RaRIDA Da. /44167 SHEEP e16 OF INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & ) HV♦ BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE i J, ONLY WALL FINISH SHALL BE LIMITEDN PRESSURE SHEET 19 FOR MAX 1/4"0 TAPCON OR SPAN do DESIGN LOAD FOR INSTALLATION WITH BLADE 1 i A lk WORKING IN UNISON r TAPCON WITH ADVANCED 4"x6" BEAM EXISTING EO -- EQ -- 2"MIN. ----.t THRFJIDFORM TECHNOLOGY WOOD F_ REWIRED. I EDGE(IF APPLICABLE W/ 1 1/2'Min.PENETRATION STRUCTURAL ADEQUACY - __ ) OF THREADED AREA TO 1/4'0-20x3/4"S.S. OF L7f15DNG WOOD BEAM '-- - — ----- EXISTING WOOD NEADLiY. - t" PHILLIPS TRUSS HEAD TO BE CERTf1ED BY SEE SCHEDULE ON SHEET 15 Min. MACHINE SCREWS REGISTERED ENGINEER OR EXISTING( ) W/ 1/4"-20 NUTS ARCHITECT PRIOR TO EO -- FO -I - i TRUSSES OR t -EO--F0 O 17"O.C. SHUTTER INSTALLATION. _ 1/2' RAFTER O 2{' rnrduln �g — 1/2 -s _. - --- ------- O.C. REWIRED 1/4'0 TAPCON OR TAPCON WITH ADVANCED - ---G-- ---. mac:--� iN iv .257" THREADFORM TECHNOLOGY +� STING SOFFIT \_ I 1 _ .._. 3/4"Max.THK Mox. W/ 1/2'Min. PENETRATION _ OF THREADED AREA TO -EO+fr ED- I14x3/4 EO' EO- OPTIONAL EXISTING WOOD HEADER. ) I S.M.S. - ('x4"x1/9'� ,�N.TUBE 8063-T6 (SEE SCHEDULE ON SHEET 15 0 6-O.C. q))�Of Q Of (3)5/16"0 LAG SCREWS TO �. Or ©Of 1 S - EACH RAFTER OR TRUSS. 1 LOCATE LAG SCREWS AT EXISTING MIN 2"0' _ (�'. ' I I MIDWIDTH OF EXISTING WOOD EXISTING—4I HEADER REO'D ' OPEN HOLE A7 EACH (I., {I MEMBER,(2'WIDTH)W/2'Nin.Min. NOMINAL __.._. ..I GLASS MIN. SEPARATION TO GLASS I ---- PENETRATION OF THREADED •,I (SEE SCHEDULE ON SHEET 11) I GLASS— 5/6"0 LAG SCREW AT CENTER OF TUBE. INSTALLATIONS AREA.VALID FWITH72 I TO LASS(SEE MAX.A.S.O.DESIGN LOAD AND HV WALL HEADER INSTALLATION '°°"g(� EXISTING "��'""°" 9'-0"MAX. SPAN.THIS soma¢a SHEET GLASS— ro aAcs(SEE INSTALLATION IS ONLY VALID _ 'oN Qri FOR�FOR _N_1OOR W lei L�BAq m I FOR WOOD W/MIN. SPECIFIC (I"_SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 9AR.S m!® &ADES CDs ON SHEET 19® ♦ FIR A OR SOUTHERN A PINE No.2. L —.— OHV CEILING INSTALLATION Y I oR 2-MOUNTING SECTIONS CAN BE COMBINED OR EQUAL. IN ANY WAY TO SUIT ANY INSTALLATION. , U CEILINGINSTAL TION TO CLASS I�( _ I_ MIN. SEPARATION TO GLASS 17 I J sOmu �sNELt I L Y \))OR I MIN. (SEE SCHEDULE ON SHEET 11) - 111 4 EXISTING It rD^aAoc pANp I 1 SEPARATION I I EXISTING { pp GLASS { a�(Dk ....1 To GLASS GLASS �. a ( (SEE SCHEDULE I - _ --- ION SHEET 11) I I � II 6 ALTERNATE �I II g _ :ANCHOR III it WALL - ----' 'LOCATION y r FINISH I( �i 1/{.+ I� S/e MNi E%CLANG - 'I-71��I—"7-+IJ—II J 3/a MN.IW �10x34'HEX CLASS- 1 t Max. •,7� 1 —WASH HEAD TEK Ili DECK MIN. REDD �1�ORt$1 2'x6'MIN.WOOD SCREWS O 12"o.c DECK REQUIRED (NO FINISH DECK REQUIRED(NO -- ---— ALLOWED) FINISH ALLOWED) EDGE EQ -CO- EDGE OF DECK 1/2"�- �" OF -_ EDGE OF DECK IF APPLICABLE I•�.-- r t; DECK IF IF APPLICABLE � 1/40-20x3/4"S.S. APPLICABLE 1/4"0 TMCON OR 1• PHILUPS TRUSS HEAD 2'M,ty .. TAPCON WITH ADVANCED Min MACHINE SCREWS 1/4Y TAPCON OR TAPCON WITH ADVANCED SILL"Pu7WCT' W/ I 1FORM TECHNOLOGY W/ 1/4'-20 NUTS I THREADFORM TECHNOLOGY W 1 1 2 Min. - 2'MIN, REO•D. W/ 1 1/Y Min.PENETRATION O 12'O.C. 1/4Y TAPCON OR TAPCON WITH ADVANCED THREADFORM - —2'MIN.---J PENETRATION OF THREADED / /" OF THREADED AREA TO TECHNOLOGY W/ 1 1/2"Min. PENETRATION OF THREADED AREA TO EXISTING W000 HEADER. (SEE EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) (SEE;[HE ULE ON SHEET 15) SCHEDULE ON SHEET 15) ♦ SEE UM AC N5 OF USE FOR I�( WALK—OVER INSTALLATION eTION Hy WALL SILL INSTALLATION BLADE�/ aN SHEET 19 O HV FLOOR INSTALLATION FLORIDA BUILDIII(i CODE Non High Velocity Hurricane Zone IL11II h 02020 TILTECO,INC. 02020 EASTERN METAL.SUPPLY, INC. ell r BERTHA V TL1 `3Q�'' \C ENS ' �9'- L E C O S a �,A Accordion Shutter System No.441 7, `' _ Kv. aA x#T w/OR w/0 Kv.WINDOW BLADE * " TILLIT TESTING t ENGINEERING COMPANY American Shutter Systems EY•N oEscRlrTloll IMrE DRAWN BY; MP *'• Association, Inc. 1 OLD 17-107 7 2/20 DATE: 7/2/2020 -c•• STATE D — SM N.W.3&T.St..St4.]OS.YIRGIKU GARDENS,FLOMDA 311•.. Phone (3os)e71--1330 Fax (aos)OTI-1s37 4268 WBStrOOAS Drive 2 'y9p' F(DAIz ��.` a-male UIt{eoOauLcem DRAWING No '., �'''•. `\�. G-ODoe719 West Polm Beach, FL 33407 a 20—�64 �i,FSS`•••••••• '` -- WALTER A.T1LLIT Jr.P.E. 4 ArA„42soIw P\e`SEAL/SIGNATURE/DATE rLaa>A ua /ute7 s SHEET a END INSTALLATIONS_ 1 HV BLADE OR 1 A WINDOW BLADE INTO 2"x4" MIN._WOOD_STUDS 2'.4'MN.FOOD Tw ; Sams REabD (AS APPL/GV ) •� \ /1 MM/�1C110R O°•O.C.IN I \\ %I ' RENEIRAMW MINIO 1.4'M N. FN@I -—LE) \/ I 1/)•PENCTRNTIIIN O 1/Y'CO% E]OSfIN]G�GIA55 �qp\ 1" VLYWOOD IF NO QISTINC S nNSN S1V05 C%IS! UAS( "• E%ISIING GU55 .{ �Ir CO% .— m OAS(9F(YF ON 9EEf _T- PLYMIim. .vy:: ....:,`,S`.. SO(DR[pl RQT MIN .... MN H!OR 9/OE E//m ,/1° ] W 11 RR 9/OE mANO ._, m QAS MEE 1/2*YN.w. ,c:; maws(SEE e/a6m•4A tn"M%+ A� t/Yn, PLrMW. RJOEST&O .__ ___ - Ea ml+o rErw000. __i/z. .. . cpu�orG w•o Q1 9[Ef,8 rvR (poea-Tr)C01f. ON 9EEr pv41 CN 9u N fOR 1 - EN511 /2•YN.COIL J�__. _____. . g W 9(El 19 IOR Dlml ' a/vam•\O9 ' 1 IAAR.smApq - -- ��``10.1/2•S.N.S. _ -- .-. IIIa o.G. jWaG•S.M.S.2 ° uil1-1 1%TM2e•�s.A 1 fl I _ . jOR ERA�OC lE AT L / To TPAGNs 1 O C}®•Q�- sce oEnA z ro I �•O�O�C�• v s `ro Ewc'10cz"s t oa QA ®• 9oC CONNEOfmN R 4. SEE DETAIL%rOR O O TO TpACNS I 9F OETAN%mN .I .�:`l0`��•(iJ• °O.OT O•0•©-©•(7)•C4- n Q3•®-� ®'®-©•Ct➢-U1 a© C•�-®®-®(A (1D•®-Q4•l�S-0° ®- 0.-(0- C!-�d•U Ce�•Q9-(�•®-O END CONNECTION DETAIL I END CONNECTION DETAIL I) END CONNECTION DETAIL(9) END CONNECTION DETAIL ��"G C XEWIRfD ONLY FIM 9•MIS GREATER 1UN iZ'-0•� �•v4•MIN.WOOD 1/1�I'APCON ANCHUItS '0%1/2•S.M.S. MDS REO'0. r/ /7 MIN t/.•.TM ANOIw" /Y� , E%ImNG CIAS� REwnRATIaN•12.O.C. w/I t w YM- a p O.c. nflrtlRNn/ O 1-O.C. wN S.PNpOIH (zQ� 1/2,MIN. to (E m9[tT ', 4 I ♦ SEE LIMITATIONS OF USE FOR ___ n rc«IA/OE yAm Il BLADE(1�ON SHEET 79 tt RnEe 57Wn 16 le S pvaatv•[rq __ ON SMOT,p iOt 1/2•YIN. , O / BARSm•'I\1 • 1 1\\R1\\R\1 1 • I D ._ SM (6 -(8)oR(0, 4_2 1 (I)OR 1A• ` _ 42 . �y�` 1 6 a(8)oR10 M r.N -O-tVaa'O-,l,11^laa�`LY•® Ill rN1191 ]•.4• IN.w000w.11 t -�•Q•O`^V�CY'•�- Y pp'�`��►•o�1R( oR�cR� VIEW O 0-@_QD.0•A- °O O•(ti-°O•CT)•(3- END CONNECTION DETAIL G� END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone Ia . r �•. �,•••.....,• /�� 0202o nLTECo,INC. 02020 EASTERN METAL SUPPLY.INC. BERTHA H ,N No.4416 A.S S A Accordion Shutter System * # � KV. BADE#1 W/oR W/0 H.V.WN70W BADE STATE OF TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems Ev.N DrscalpnoN DATE DRAWN 6Y: M.P '9 _ZQZa ears N.M.aeLN SL.St.305.vrtcMY GN DENS,rDYOA 33t Association, Inc. I OLD 17-107 20 DATE: 7/2/2020 OOF 0R10 .•�� PhoY:(J05�71-1530.rex:(JOS)R71-15JI 4268 Westroads Mp ive 2 ($'''••.....•' \ %111' rmwa:5n.co0aol.eom DRAWING No ONALE �;r`�\�- -- CA-DDD°nM West Palm Beach, FL 33407 a C ////1/111/111111 \ TER A TT IT Jr.P.E. 4 20-164 P.E. SEAL/SIGNATURE/DATE FLORIDA Lk.y 44167 s SHEET ° OF 20 11 I Sion afd • GENFRAI 1IM11ATIONS AND C0NQrnONS OF USE FOR OFAN RT)i., 35 I.MAX.A.S.D.DESIGN PRESSURE RATING:+110.- 110 pX.I. 2.MAX.SHUTTER SPAN:96' I 3.ALLOWED MOUNTINGS:A.D.G A N ON SHEETS 6, 7;AS WELL AS 1, MOUNTINGS M.O,T.U A W ON SHEETS 16 k 17. \ � }.ONLY CENTERMATES Q (BOTH W/®4 ORLQ ME ALLOWED WITH 1 (2�p SYMMETQ O51 pp pp� C�0"`~1M' I i c%� S 7V�CR ED IN A AL OR OPP NO LA UT.IN CASE OF O ING UT,�J MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 106.20' .1 CENTE�RYATE. TYP.FA END • • 5.(A)HV WINDOW BLADE O SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS 44, (3.0 HOLES)FOR O PER BLADE AT SPACINGS SHOWN ON SHEET 4. MAX. 5 WINDOWS < I ALLOWED AT HV_ I (B)MN.CLEARANCE FRO TOP OR BOTTOM EDGE OF HV WINDOW BLADE 4 WINDOW BLADE tI t Or ANY 3'6 HOLE FOR 4j SHALL BE 12'. (C)FIRST OR LAST BLADE COMING OUT FROM STARTERS AT ENDS ANY BE HV WINDOW BLADE 1 N ' • (D)HV WINDOW BLADE 1O MUST BE USED ALTERNATE TO A SOLID HV RLADEO THROUGHOUT SHURER'S WIDTH. �j • p (E)CE TES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV Ig3' A BLADE 1 AT EIIHER SIDE OF THEM. SEE END CONNECTION lest I (F)POLYCMBDNATE HV WINDOW SHALL BE INSTALLED SO TABS FACE LLY Q THE INTERIOR OF THE OPENING ING PROTECTED.Fry WINDOW MUST BE OE1NL5 ON SHEETS, I•• 1 ONLY INSTALLED µD LOCKED USING A IN SETTING TOOL PROM D BY ASSA, 10 g 18 TYP 1 }R I Ir INC, FULL HEIGHT. li 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME z_ TYP? I YP I 44 �ti I� I ! I li! ' BUIIDRgs ON SHEET 15,AS UMffED BY SPAN AND DESIGN LOND(SEE NOTES I1 R 2 ABOVE). I I I 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED rR CO ANCHORNCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 k 2 ABOVE. (SEE PLAN FOR REQUIREMENTS) LB.MIWMUTA SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: 35 TYP TOP k BOTTOM W WIND ZONE MINIMUM SEPARATION TO GLASS �✓ "NLAIITED WIDIIi 1 iHRU 3 1' ' ELEVATION MR.�n«R TO GAM -- onsTlNc CLASS- RsEE ONIDLAE ON BEET 1 oEIADE ---_ -- — � AND ON THIS SHEET FOR 1BIIDLS k QA� a.z5•. 5 4 A y E5 \ POSING; CENTERMATIES RIOR ONLY) 111 µ \ 2`0_0 21-2.2 TYP. M R E ERMATEs 3WO W/ ( NOTE M ABOVE) PLAJ \ q 22 •/'`�'b' I TYPICAL 1 HY BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHU ER's N.T.S. AA ►ru Tuy, -- FLORIDA BUILDING CODE Non High VelocityHurricane Zone !!�r'''., 02020 RLTECO.INC. 02020 EASTERN METAL SUPPLY, INC. _��•' \CEN HVrM -BERTHA9'''_ A S S A Accordion Shutter System N0,441 7(�*"� c� �L. E C► � ,M c. w Be ■ ■ FLV. BLADE#1 W/OR W/0 H.V. WNDUW BLADE American Shutter Systems TILLIT TESTING R ENGINEERING COMPANY y EV.N DESCRIPTION PATE DRAWN BY: MP STATE 0 63M N.M.36M.SR,Sin.305.VIMNIA GMOENS,rLOMUA 331 Association, Inc. I OLD 17-107 /2/202 ATE: 7/2/2020 ��F•'•'e�ORID Phone:(305)571-1530.Fan:(305)671-1531 4268 Weslroads Drive z 4 fC —n1pCA`WO67OOICO^' West Palm Beach, FL 33407 3 DRAWING NCA- o ��''ss/ANAL �•�`°�•` WALTER A00LLIT J'.P.F. M 20-164 'F'RFNNnuN P��. SEAL/SIGNATURE/DATE FLORIDAuc. M167 s SHEET 6 OF 20 INSTALLATIONS W/ . 1 HV BLADE & HV CENTERMATES �1 B"x 1 1/2'z 0035'i„iCK YAPoES'-I 2000 Max,Max 4 Min,ASTM A 6W GRADE 40 Mln. Min C-60 GALV STEEL w 2 M4X'' 436 INTO METAL STUD WALLS * h� METAL STUDS AT 16'O.C. mOO' 4 4 - ® 1/4"e NOMINAL W W , -i_JC z - ® * GENERAL LIMITATIONS AND CONDITIONS OF USE ALUMINUM SLEEVE Et1R BERT►IA(1)HV BLADE ACCORDION SHUTTER 6063-TS ALLOY 3/4'.6,/4•=0.035 THICK Min. (3c ,r M INSTA t AT10N TO METAL STUD ,n, I SYSTEM I ST I S CONT.GALV.srEEL TRACK(CHANNEL.I o s-O.C. 0 6"D.C.�; ,_ j SEPARATION TO GLASS SCNFnt 11 F R 3.000" ASTM A-653 CFADE 40 Min.G-60 I Max. OM,YANIZ16 FASTENED TO STUDS ' EXISTING FINISH 3®; 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) M/(2)�6=1/2-TEX SCREWS ON I INTERIOR a EXTERIOR FACE i A5 APPLCABLC -O a 2. MAX. SHUTTER SPAN: 84" WIND ZONE SEPARATION ASTM E-1996 ION -4x LENGTH + t' i MIN. SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS EXISTING GLASS- TO GLASS _ (SEE SCHEDULE) H 1 THRU 3 i^ 1�4"f-20X3" BOLT + 4. ONLYENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED MUST PENETRATE 43c 1' WITH 21 ARRANGED A S METRICAL LAYOUT. i /� USE O (2) 3 (6' LONG, MINIMUM) MUST ALWAYS BE 4 4" V INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 373" EXISTING FINISH 250'- --.050' 1j;` OA35'THICK Nfn. ♦ I -- CONT.(wILV.STEEL TRACK CHANNEL� As APPLICABLE CENTERMATE. L_ ASTM A-653 GRADE 40 MIn.G GALVANIZED FASfENW TO STUDS _ W/(2)I6z,/2'TEK SCREWS ON I 43a 43a INTERIOR!EXTERIOR FACE i O 6'D.C. O 6'o.c. 1/4.0-20 THREADS 1 *# BLADE SLACK DETAIL HVF IS ALSO VAUD FOR 43 1/4"0 ELCO CONSTRUCTION J2 CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODUCTS FAB-LOK HD 6'. 1 1/2'.0.035•TLCK VARIES:, - 1, Min. ASTM Min.G-60 GA A-653 GRADE 40 , 6• D.C. COMPONENTS .MDR. L 2'• V.STEEL '' - -) MS WALL HEADER/SILL INSTALLATION EXISTING FINISH AS APPLICABLE SCALE: 3/8"a 1" i METAL STUDS AT 16'O.C. - Mn. (TYP.TOP 8 BOTTOM) _. - — _. I--_ _i 7 3/4'z 6 1 44'.0.035'THICK Min. pjr GALV. EEL TRACK CHANNEL, EXISTING CLASS ^. __— - - - - - ASTM A-653 GRADE 40 Min.G-60 �___�_Y ..-- ••r---t ----^-*----"--- I ' JA GALVANIZED FASTENED TO STUDS SYMMETRYCAL f SYMMETRYCAL MIN SEPARATION VARIERj(2)t8x1/2 TEK SCIYS ON CEIJTERMATES W/ CENTERMATES W/ To GLASS 2' INTER OR L EXTERIOR FACE - N (SEE SCHEDULE) M0EXTERIOR ACCESS SIDEINTERIOR ACCESS SIDE - --- —_41- _ -- ----------- --...---- --- --- -____- -- --------- - --------- -- _ --- _--- ------ -------- ---------- -- 6 (TYP.) IN 35(6 Min.) IN 1 ` -- - - -- — ----- ------ ------ ---- - - -- ------ --- --- --------------------- ---------------- - - ---- 1 ) - ---- - - -'--_ -- _ -._�-- - --'---- _ _--'------ - --'---- -- -------------- - -----_--------- --=- - --------- - - --- ---— -- -- r a -------- - ------� w - --- -- - -- _ --- --- ----------- z)(42 21 I) \ _ l.f (2 HOY�tiFAp / 1 E/G _. L N 1 DS V ER 51 IEW Y (6"Min.) .7 24 SIDE CONNECTION TO TRACK t3 4 1 2' - 3 1/4"(TYP.) "6 1/2•(TYp.) 7• 6 1/2"MAX. SUCK ## (cont) �A �.�ADE_SLACK-.DL.TAIL HYF BYC FLORIDA BUILDING CODE(N,..n Nigh Velocity Hurricane Zone �IAE�� 02020 EASTERN METAL SUPPLY,INC. ttUN 4 02020 TILTECO,INc ,,•�A�� /•TAB,,, — BERTHA H rM A S S A Accordion Shutter System ' No.44 6 - 1 L E C 0 1 N c. ■ ■ ■ ■ H.V. KAM#1 W/OR W/O KV.WINDOW BLADE TILUT TESTING d ENGINEERING COMPANY American Shutter Systems REV,No DESCRIPTION DATE oRARN BY: M.P ws5 N.w.3Nn.s,.,s,4.Jos.--NAc4w[Ns,rtDRUM aT, AteOC10t1011. IrIC. tOLD 17-107 2/20Y DATE: 7/2/2020 STATE FV- 1Pe .:(305)871-1530.Pax:(305)671-1531 4268 Westroods Drive 2 DRAWING No 9 F .-mnil:WWII 0.a.cam West Palm Beach, FL 33407 3 0.�'•.. . '��r CORI P•• a-aooe719 20-1 644 FS •••.... — WALTER A T1LLR Jr.PA S, \ Ov FLORIDA Lb.�44157 3 SHEET DNA, SEAL/SIGNATURE/DATE 6 Component & Cladding Wind Loads Prepared for Edwing's Unlimited Shutter Services Calculations by Seaside Engineers Project: Raymond and Anne Quinn Residence Certificate of Authorization No.32048 Location: 2700 N HWY AlA,APT 205 4265 60th Court Hutchinson Island,FL 34949 Vero Beach,Florida 32967 Project ID: (722)202-8008 info@seasideengineers.com Date: 7/29/2021 www.seasideengineers.com Design Information Risk Category II Windspeed 170 mph Exposure D Int.Press.Coef.,GC,i(+/-) 0.18 a 11.50 feet Select the appropriate fastener size and spacing using the pre-engineered attachment schedule for the Florida Approved Product(s)or NOA used on this job.The contractor is responsible to ensure the use of the proper material,reinforcement,components,etc.to meet the indicated pressure per the product approval engineering document.The contractor is responsible to verify the component is in the appropriate zone using the"a"dimension shown above and diagrams shown below.The building pressures are calculated using the Allowable Stress Design.Contact Seaside Engineers immediately if the substrate at the attachment locations appears to have deterioration,abnormalities,damage,or other conditions resulting in questionable integrity. Florida Product Area Approval# Building Design Product Design ID Opening Description (sgft) Zone or NOA Manufacturer Model Pressure(PSF) Pressure(PSF) 1 Accordian Shutter 73.7 4 F1_389.2 ASSA Bertha HV Blade 1 55.6 -58.0 120.0 1 -100.0 2 lAccordian Shutter 335.0 5 FL389.2 JASSA Bertha HV Blade 1 47.4 -74.2 120.0 -100.0 3 JAccordian Shutter 52.0 4 FL389.2 JASSA Bertha HV Blade 1 57.5 -59.2 1 120.0 -100.0 4 Accordian Shutter 82.3 4 FL389.2 ASSA Bertha HV Blade 1 55.0 -57.6 120.0 000.0 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC •1e COPY ```0111111 T1 D 000.AQs�ii •�\GENS�.�'T� �i No. 7222 �O OF � �% •t` •<O R 1 O P••� �: S/��NA�10`��``` WALL: h Edward K Roske, PE 5 July 29,2021 5 j ® 0