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HomeMy WebLinkAboutProduct Approval (2) Business & Professional Regulation Fri SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Florida y Product Approval USER:Public User pr oJrt coa.���a Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative 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 I 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 12/31/2018 Validated By John W. Knezevich, PE I Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year(of Standard) Standard YAW ASTM E-1886 2005 ASTM E-1996 2005 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 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Date Revised 09/18/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S S A. INC. DRWG.15-086.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'-7"for 35 psf FL389 R8 AE A S S A INC P.E.R. DRWG.15-086 odf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" 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+6"A psf. See ShPet.5 for other spans and-7t5D pressures. _-_.__..._.._-,____ 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A 5 IS.A. INC DRWG 15-085.odf 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 R8 AE A.S S A INC P.E.R. DRWG, 15-085 HV.odf Lp.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. load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and 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 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A S.S A. INC DRWG.15-084.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. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S 5 A INC P.E.R. DRWG.15-084.Ddf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovnaht 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: LPW ® WN W_ GENERAL NOTES: I. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETFRMIED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISOICTION WHERE SHUTTER WNL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 k 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: lid/ BLADES(l) & BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (AS.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 t 20. GENERAL NOTES SHEFT 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 rW USED IN TH13R SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCOROACE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY SHFLT d TYPICAL WINDOW BLADE h WINDOW DETAIL -HV BADE OO ,0214.01-03, /0715.01-03, 01004.01-05, /1214.01-06, #0317.02-06, fO609.01-10 AND f0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1866 AREA 2' HV BLADE 10 AND HV WINDOW BLADE bA AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2 k 3)k #1220.01-10 AS PER TAS 201, 203 tk 203 PROTOCOLS LARGE MISSILE. (WHERE APPLICAB_LQ -HV WINDOW BLADE 0 fO505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL O, WAND ZONES 1,2, 3)BASIC PROTECTION ONLY AND f 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION k NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2. FIV BLADE n AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT IIADtS KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14x2.75*AND III RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE ALTERNATING DETAJLS HIV SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 ks.'YIELD STRENGTH AND 180 kfi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HN MARKING ON THEIR HEAD. 4,ALL ALUMINUM EXTRUSIOHLS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 kai AND 35.7 kEND CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10ei FOR 6005-TS ALLOY. MAXIMUM SPMA TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE @ BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 MSI SERES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kei MN. YIELD STRENGTH AND 90"i MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE dt BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVAHZED STEEL, OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 k1i MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE Q: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 FIV BLADE Q k 0 WORKING IN UNISON: 12, 13 k 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 h X.WOOD SHEET 16 8.THIS BERTHA H.V.ACCORDION SHUTTER 5MMN BEARS A U.S. PATENT(6'779,582. COMPONENTS OF THIS APPROVAL MINE COVERED, IN WHOLE OR IN PART BY U.S. PATENT#5'458,179 ISSUED TO EASTERN METAL SUPPLY. INC. AREA 3: HV WINDOW BLADE h!U ONLY 9. R SWWL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH RElUW,THIRD FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENTWWD/RAIN INTRUSION. TYPICAL SHUIILR ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMWENT LABEL.IN A VISIBLE PUCE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTER►NTES AND ENGAGE OR LOCK ALL HN AND HD LOCKS. AREA 4: HV WINDOW BLADE n ONLY 11.SHRTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1110.8.3 OF FLORIDA BUILDING CODE. ONE LABEL STALL HE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. _ 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALU71ON SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED 8Y THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (o)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 R THE CONTRACTOR'S RESPONSDIUTY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E-O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS UTTER 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(Mon High Velocity Hurricane Zone ...RA /C��.,��i ®2015 EASTERN METAL SUPPLY. INC. �cf .. . BERTHATM o• Accordion Shutter Sy stemA S S A LLv.aa�A1 w/OR w/b H.v. VNNDOw BADE TILLIT TESTING R ENGINEERING COMPANY American Shutter Systems v. MSCRIP110R DATE DRAW 9Y: ML TE OF . •7 * Association. Inc. OLD ,L-192 yi3 1s DANE: 4/13/16 NS]N W 3MA.St.,Ste.303,VIRGRIU.CJ3GIFNS,r OR"311e (.105)671-1530 .Fm -(305)8/1 1") 4268 Westroads Drive x DRAWING No SS •'�4(. �� -0:tm-0-1- West Palm Beach. FL 33407 s WALTER AOOMEB- 71Jr. P.E. 4 15-085 P.E. S Y�NTEAL IS URE/DATE FLORIDA L c 1 44167 6 --- sH 1 OF 20 3Y+oR weal:MF® ,B VARIES1.9_18_ 1.491' �•�1,�• pp po o Ma • '0� o Fj 0454• $�0 1 I I 4.857' 4. • • 375 s y (5 HV 90' 180' STARTER (�HV SOLID BLADE �HV UNIVERSAL FLOATER ' J f COVERED UNDER US PATENT # 5458179 QUALIFIED OR USE W/ QUALIFIED FOR USE W/ HV BLADE U O HV BLADE tO HV WINDOW BLADE= 6005-T5 ALLOY AND TEMPER QUALIFIED FOR ND W HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BLADF. 1 ® 8063-i6 ALLOY A TEMPER 124• 6061-T6 ALLOY AND TEMPER .3.224'___- 1 , •�• ¢7 _ 2.670' . 56• Z _ .994' 1. Cl .610' 2226' 72 ,842 n o o! • ' �� ____ BIS' .092' .• �HV AOI. ADAPTER �f UP 443°• 120,07r 37s 3- 0.07' QUALIFIED FOR USE W/ HV IC8)HY WALK—OVER TRACK 9z0 ©HV ADJ. FLOOR TRACKBLADE OO QUALIFIED FOR E W/ HV C9)HY TRENCH TRACK 3780• 11 6063-T6 ALLOY AND TEMPER BLADE1 QUALIFIED FOR USE W/ IIV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A D TEMPER BLADE U ONLY. HY RAINGUARD BLADE6063-T6 ALLOY AND TEMPER QUALIFIED FOR UE W/ HV 6063-T6 ALLOY ARRD TEMPER VARIES _ 1916' BLADE 1 1' 1.915 VARIES t.938' 6063-T6 ALLAY D TEMPER 1.917' MCK r 083• .100' 093. .097• '� .1 Til 670 + 70 1.886• 4 , 870 - 3. —1 HV CEIUNG HEADER Cly HV HEADER/SILL 0 HD CEIUNG HEADER/SILL - QUALIFIED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADE�1 ONLY / O () 6063-T6 ALLOrY AND TEMPS QUALIFIED FOR USE W FN BLADE 1 t4 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY." SEE SECTIONS FOR VALIEKY. QUALIFIED FOfg USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER MADE ONLY. 6063-T6 AL10Y AND TEMPER T1 -L 0 COMPONENT A B T1 T2 X Y L N%MNYMKt 2' 2' 123 osz' © 2' 5'MAX. 1/8' 1/6' 3• 3• ® 2' S'MASL. 0.192' 0.192• _ C� SIDE ANGLES ^ �1Q CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES �J 2.5' 7'MAX 0.190• 0.190• 2�5" BLADE� QUALIFIED F0�USE W/ HV UALIFIED BLUE O W/ HV 6063-T6 ALLOY AND IEMPER BLADE 1 ONLY. ® 2' 5'MAX. 0.139' 0.131' 6063-T6 ALLOY AND TEMPER 6063-TB ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity NurFicane Zone EHE +II+, 0 2015 EASTERN METAL SUPPLY. INC. ��•�t�P p.TIL(f✓�''� BERTHA HVTM . �. Accordion Shutter System -- = I L ECO 1 N C. A.S.S.A. H.V.BLADE*1 W/OR W/b KV. 1MKM BLADE *= American Shutter Systema ocsc,.,,a, DATE DRAWN ar M_L *� �l/ �V+ TILLIT TESTING R ENGINEERING COMPANY STATE OF -� 9355 N.W.Sem SE.A. los. ARr+4A cwmErs,r aaw v, Association, Inc. , OLD 11-192 4/t3/15 wrE: 4/13/15 PhD.:(305)871-1530. ra.:(305)871-1531 4268 Weslrouds Drive 2 ._ DRAWING No F(OR10 •-mu':w9°l•.. 1�°'^ West POIm Beach, FL 3340/ s 15-085 '''•Oi4`�.•••, •aV EB-0006719 . SI .11ff�';•^�G�A`\`� WALTER A TILLR Jr.P.E. 3 SHEET P.E. 5 � I RE/DATE FLORIDA u�. /44,67 6 2 OF 20 4.6 0- 4 - ,/4•-20.,/2- 1/4-20 --OE CAST T- - FIA'HEAD nIREAl1ED HOUSM EN"EL 1/4-20 .743- SS..S. SAKED TMMOEO TH-Acw -PE GST (2 M) __ HOUSING ENAMEL BAKED IWWED EGRESS NHN m / KHOO. g n B75' i .I 316 11 BRASS CTUNDER BRASS CIOUNDER 1.1 !KEYS(OIIOME (latlplE PLATED) �21> HV CENTERMATE A - ,_.G - +.323 - � HV LOCK ® HV EGRESS LOCK BY FLOATING C QUAUFlED 063-T6 AUSE LLOY AND ITpEAD �& �1�ONLY OUAIR TED FOR USE W/ ITV DI,AUL 1 & ONLY 4 • - 3' a751 QUALIFIEDLFOR &Q�ONLY. QU BL FADE 0 h 0 ONLY. 6063-T6 ALLOY AND TEMPER (� ER CENTERMATE OUAUFIED FOR USE W/ HV BLADE 1)ONLY 0.0' 16' 2874' 6063-T6 ALLOY AND TEMPER PLASTIC HEM 16- 7.756" 922• 1101DED 70 (,043'. SCREIE -_i 1.753' _ 1 y-4.5,66' 360-AFTER RNEIMO 1/4"1s-20 x 3/4" eEFDRE R1vET1Nc , 1 $ 4"i-20 RIVNUT* S S THUMBSCREWSERIES 9H4 ALUM IM(2024-73 ALLOY)LARGF FAN(:E:THIN - SHEET lA/iS77NT,PART,0820.AS MANUfAC1U6.0 6T AVUEL R/PI FEiOM aEVAnON � w» I:HERRY TE%IL1RN,PAR51PPM1'.NEW JERSEY 070✓4 OR EOUK HV MALE T LOCK CENTERMATE 'T" LOCK ® HV 6063-i6 ALLOY AND TEMPI:.R OV -T*REID ALTER ATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIF D FOR USE W/ HV BLADE(I)ONLY �V� HV FEMALE "T" LOCK CENTERMATHV E ® FOR USE QUALIFIED FO USE w/ HV OUALIFIED FOR USE W/ HV BLADE(1)ONLYQUALIFIED FOR USE W/ M/ BLADE(I)ONLY BLADE�1 ONLY. W/F♦V BLADE O ONLY- 6063-TG ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 5 • 1.817 g r-- I S.ttil 437 0 LTHUMenwN 1.214-' 063 _ .067' KEY CYLINDER r 214- d .545' KING ROD 0.87'3'Yn. _ \ 00 0 HD CENTERMATE Wj NO LOC HD CENTERMATE Wl LOCKING ROD \3t QUALIFIED FOR USE W/ HV BLADE 1 h A �QUALIFIED FOR USE W/ HV BLADE I & QA - 6063-T6 ALLOY AND TEMPER - # HD CENTERMATE'S INSERT - 6063-T6 ALLOY AND TEMPER vAw6s 12-MIN QUALIFIED FOR USE W/ IPJ 1noL��1�3 �inl - 1/4—20&S.THUMBSDNJ�3�de-L6 6063-I6 ALLOY NO TEMPER i I�M THUM0IURN (SW DETAILS) DO _ OR KEY ER t1S _ q7 N:_1 CYLINDlH 1. ® LOCKING RODS 1/4.0 ® HD LOCK QUAURED FOR USE W/ HV BLADEQ 3� HV 1 4" -20 AISI 304 D REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 8063-Tfi ALLOY AND TEMPER HV 3�8"0-16 ACETAL / QUALIFIED FOR USE W/ W BLADE 1 6E A THUMBSCREWS ERIES S.S. THUMBSCREWS � � �LLEDAATAnTRACKS FOR ONI WILL EQUIRE A EMBEDMENT HOLE QUALIFIED F 11 _ EEWS BLADEQI QUALIFIED FOR USE W/ HV HLADF(i; RORIDA BUILDING CODE(Non High Velocit Hurricane Zone O 2015 EASTERN META&SUPPLY, INC. `y�tcR•........ ✓9�i� -----BERTHA H TM L ECO INC. A.S.S.A. Accordion Shutter System :• � xv. BADE#t w/OR wp tiv WtLDOW BLADE ¢_ American Shutter Systems VIESCwimoat r rA TIWT TESTING h ENGINEERING COMPANY A•• S E4,� Association. Inc. / OLD 11-+62 •t +s WD 4/13/15 Dass N.W.3M.Sl.Sw 305.WROIN,A CAROL",EID WI -' '•—�E$ -2 Phan.. (305)571-1530.Fax:(305)VI-IMI 4268 Westroads Drive t pRAWING No -�'.� �F -.....• '��1 ��` mm:BRxvooa.c.n West Palm Beach, FL 33407 s WALTERP.E. A-00067 9 4 S '1jNnFLORIDA Dt 111110 ` 5 SHEET P.E. SEAL/SIGNATURE/DATE ./H167 6 3 SHUTTER ASSEMBLY SCHEDULE FOR _ -- HV HV 3/e"r 12'DAN. 41 TO BLADE i r62' QHV OWE 1t-C) .1675-F_r ® HV BLADE 1A to asas esu' �3 itry rnNDow BLADE .0625" 8LADrS ® HV LONG RECESSED NYLON BUSHING 1 i I i n y OPEN .Dazs^ .1675' Y �� ® HV SHORT RECESSED NYLON BUSHING h ® HV NYLON WIT WASHER Q OR ® & `.Mo m oR ORTIKOLR7 f / 3750' 4� HV WHEEL CARRIAGE AISI 302-303 SERIES I Lk 4' '* 4 n I / n X 0.870"x3/16" THICK NYLON WHEEL. I I ® r a1 2 2/9"WIN. Hv WINDOW 0.188"0 AI51 302 SERIES S.S. RIVETSsEn�ae 0 3' 03.7500' _-. - - __ .0625"_ 0625' ® HV 1 3/4'ACCORDION PIN W/ y8 HEAD * EXTERIOR ova as m s1NTER SELTDN. _ ON �N7ER5••• 7�- ® HV 2 3/4'ACCORDION PIN W/ f8 HEAD * I I 4 4' 2 1/4 ® POLYCARBONATE IMPACT RESISTANT HV WINDOW j j WEN TYPICAL HV WINDOW BLADE Cl AND � i — POLYCARBONATE HV WINDOW DETAIL ® I DOR (D I ® or q)3 ® N_1s. tl� !OUIREMENTS) I ODR ® I *POLYCARBQNAiF IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 12'WL RESINS, W-STABILIZED GRADE OR SABIC --- INNOVATNF PLASTIC LEXAN 103 RESIN NV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR — . v I1_�. i70 KAO! (SEE NOTE 'F" ON SHEET 19). HV fi-)NVR OOR ® i i o (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR ® r I BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR ® i ! POLYCARBONATE SOURCES FOR HV ® BLADE. j.ICAL SN ER ASSEMBLY EXTERIOR " Lf FL75 �T�`--_,---._ rnxx PROPMES srr�oum w� ^�+�, ....71� (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT `"PIN®°E)(TERIOR e3flm" EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV10 00.324' (�rpTENUCKLE. 0 Arn Dm Doo W/W D.m ww BLADE WHEN CORRESPONDING TO INSTALLATION "11', SHEET 7. REQUIREMENTS) •TMP• � TF1191E NE1.0 S6EIIOIN ATIY D6T6 9A00 P•.i. 9.500 v.•.i (3) HV PIN ®OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER 5. , j FTxD ati sEENc 1, ED ASTM am2500 D..... u.oD P•l iIExOWl Ix1pDLU5 ASIY M90 S•DAD6 Pe.l. 315,OD0 P•_E SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. e> eeecc SHEET ® NoreNm Doo �S\1 o2% ,a V-./m 7Bc���eee� WHEEL CARRIAGE DETAIL S401(E X-1 Asn M., 472 x 6sS x I N ASSEMBLY LAYOUT RATE a Dlxarao Nn M35 C-1 a 5 1-1 a.•ss N.T.S. SETT ENff,ON rsn D1129 1—T 960 T ! ASIY c156 TENSIF SiRE1WTM ISTEA M-4 ASn 676 9302D.a.'i. 6610 w (1) HV BLADE SOLID & 44 HV WINDOW BLADE DETAILS N56£SR63B OREW[A>1C1 °" W,, "E°°" N.T.S. FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone \\\ /i// O 2015 EASTFRN METAL SUPPLY,INC. lil of \,\CEN BERTHA TM IL E C O IMS. Accordion Shutter System A.S.S.A. H.V.RAX/1 W/OR W/o H.V. WNWN BIAr>IE • /�'` American Shutter SystemsEV. 013EWiTION DATE DRAWN B1: ML *= TICCIT TESTING k ENGINEERING COMPANY Asso0ation. Inc. T OLE) 11-192 4/13/15 DATE: 4/13/15 OF BASS M.W.36M.A.,5G JOS,NRG M fII rw.doom 331.1 4268 Weslroads Drive x ]0 Phvn.:(305)871-15 .Fay :(305)871-1531 DRAWING No F'. ORlDA .•'� •-",a trlt-0-1— West Palm Beach, FL 33407 3 s/ONA�'EpGN �.�`� WALTER AEB-�T4LR1Jc PE 4 15-085 d FLORIDA !c,/41,6/ 5 SHEET P.E. S�tiL MWURE/DATE 6 4 OF 20 ®•®a 4�« ,0'_ � *NOTES ON HV LOCKS AND CENTERMATES: (8 ♦ N c o s 1 Y N s u : �a�1 1 • ONE W LOCK®or�0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN / 0 OR 12'ABOVE OR BELOW �2 OF SHLMER SPAN FOR SPANS UP TO 105",AND FOR INSTALLATIONS AT ANY ( ELEVATION. FIV LOCK JL4 or AIAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 OR f� 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 Og0q __ TYPICAL SHUTTER ELEVATION. `la � 2. IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES UP TO TWO HV L.% LOCKS, OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR SHALL BE AS INDICATED ON NOTE (1)ABOVE •'-'ivy, LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. -2 (VAUD ONLY WHEN k"Mum CONDITM #j OR LAMED J,2 IS UJED H.V_ IOCKS): LOCKING RODS ARE NOT REQUIRED AT URRICANF POSITION, BUT MAY ® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS `S OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 'y= 4- • ONE HV LOCK® ® er USED AT CORNER CENFERMATES FOR ANY SPAN G AND NSfAL1ATIONs AT ANY ELEVATION. FN LOCK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. �± ( ATTACHED ToCORNER CEN ERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS SA AT TOP dt BO OL BE USED. LOCATION OF LOGIC SHALL BE AS INDICATED ON TYPICAL SNUfTER ELEVATION.xoc Rrc AAA � MAXIMUM SHUTTER SPAN SHALL 13E DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. EM ALTERNME 70 A YMME WIM ONLY FOR LOCK J Sy 994 S ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF W LOCI( or FOR ANY SPAN AND / (1 � i 't� INST TIONS AT ANY ELEVATION. AL ERNATE LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT «2 OF 1/4'0-20x3/4'S.S. THUMBSCREW TO 0 OR 0 CENTERIATES SHALL BE MADE W/ 1/4'4-20x3/4'ALUM. RNIUT AS SHOWN ON SECTION WE, SHEET B. ONE LOCK SNALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO i Cg=lg V j LOCKS AT 1/3 OF SHUTTER SPAN. &� \ 1 � 6. 1Wb11TairY CONI#i w' ITSTu t A7ttfre• ONE FIV LOCK® or®or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHVRER SPAN FOR SPANS UP TO W.AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK 0 or®or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO®or 0 SYMMETRICAL CENTFRMATES W/(2) 1/4"-20 x 1/2"LONG FIAT HEAD S.S. SEE END 1 M.S LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ (S§ CONNECTION 11 OR 6 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON ( E N I SHEETS 10 k D i3 M FULL " *NOTES ON HV "T " LOCKS AND CENTERMATES: L__ OF CORNER 1 SECOND ALIERNM TO MANOAAW CONDMON J11 VALID ONE AND UNu+ Kww_--..-. __. Litl CENTERMATE ®a�a©•Q7 ox�a10•�' a INSTALLATIANY SPAN AND ON AT ANY ELEVATION. ALTENATE HV -r LOCKRNATE LOCKNS'Q�ILED IBE UEUSED AS AN INSIDE OR 0 IDELOCKS q!q OR 0 ROCK ATTACHMENT �•® ®•`�LJ'"'® ® OF LOCK (S�INCLUDES USIIC RONFORC�NG LOCKER- AS SHOWN ON SECTION F1VG. SHEET 9, WHICH MUST BE CONNECTED TO CEMTE 'tom RMATES 0 AND W/ 1/4'0-20 x 1 1/2' LONG S.S- THREADED BOLT W/ 7/B'0 x 3/32' WINGNUT©•O•©at(Qaa•//O��•(®�,v O4_ i MIDSPANS INTO A 1/4"0. 5/8' RIVINUT LOCK MAY BEINSTALLED IS MANDATORY.AN OR 12' IS M ABOVE DBELOWUSE OF TWO LOCKING RODS 6 TOP AND (�-�a�•®"1®•®�•(t3•® *NOTESON HD LOCKS &.CENTERMATES' 1� : ONE ALTERNATE HD Loac LO MAYBE USED IN DED of TYPICAL (1) HV BLADE SHUTTER ELEVATION HV LOCKS OR(�, FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE YIO LOCK 03 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK TO 0 IS W/3 '8 x 3/8'F.H. SS.MS.,AND INCLUDES REJNFORCENENT INSERT�4 AS SHOWN ON SECTIONS HDE1-HV8 AND HDC-KA, SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABDVF MIOSPAN. USE OF LOCKING RODS 0' IS COMPLETELY OPTIONAL [) on High-l—elocity Aurricane one �tiF�A. T114 10 A 2015 EASTERN METAL SUPPLY, INC. �'1�P�'�\CENs�. ✓�,,, HA HVTM I L E C O A S S A Accordion Shutter System / I N . . . . TLV.a",1 w OR w RV. NKM MADE TIWT TESTING do ENGINEERING COMPANY American Shutter Systems xscls,aN DATE DRAWN ac MA_ = STATE OF Association, Inc. 1 OLD n-192 4/1315 DAC 4/13/15 �� s»s N.W.Tern.u..S. w5.voom GNmENS,noxa vi x268 Westroods Drive 2 ---y Phone: (305)871-1530.Fm:(305)871-1531 DRAWING No %f lu' •'���.�` -a:cN«eeam.ean we=t Palm Beach, FL 33407 3 NAL EN�a•`` WALTE® TLUT Jr.P.E 4 15-085 P.E. SF.ACf S11S111�1URE/DATE FLORIDA u�•�M187 s SHEET OF 20 r-CONCRETE ANCHORS POURED CONCRETE PGL�m POUREDOR CONCRETE BLOCK lE (SEE SCHEDULE ON REQUIRE 1/4.0-20.3/4'S.S. REQ SHEET 1J) CONCRETE ANCHORS MACHIN[SCREWS CO"M TE REOIeED rtxl (SEE SCHEDULE ON W/ t/4'-20 CONCRETE ANCHORS © �f:fstO k(sEf uM.'m 0011 SttEET 7) SHEET 13) � NUTS A 12"O.C. (SEE SCHEDULE ON SHEET 13) 2 ORI 4 Min.j 1/4•f-20>ul/4'SS. I Nin. E EQ MACHINE SCREWS EO D __ USING 1/4•_20 NUTS O 12.D.C. S -- - 4R© 1 \ I .250•Mort. 0. -- 1 •�,� I Ma.. w I m a7s(sFE ) FsatnuE a tam ; - MIN.SEPARATION 70 GLASS 1 11 110t eunE OM) 7 OR !� EIeSTMC E%ISi1NG ON amr A a19M I N ' MIN. SEPARATION TO GLASS I - .--f--(SEE SCMEDUIE ON SHEET 11J ,� 0�4-'' '--(SEE SCHEDULE ON SHEET 11) _. EXISTINC1 1 GLASS—, I (C)HV WALL HEADER INSTALLATION J HV WALL HEADER INSTALLATION HV WALL HEADUL INSTALLATION + KEY=NE 1 MRN.SEPARATION TO GLASS oSEPAII a (gE F F 1 OR ®O I 1�1,ti•PARIpf011 aIASS0. 1/4-0�-2W/4- 1 1 1 � (SEF. SCNEOt1lE ON SHEET II)— I�+E OAK i`('rEE SCHEDULE ON BEET 1 w eer a i�OPTIONAL _! e/O0• E74SIM10 � ' - I - 5 F F 1 1/4. f tDPI1WNL --� —13 aR1 5E D.+ p" � it L-EoOR �2 4 -- - 3/4•s.S.RUSS HEAD CONCRETE ANCHOR„ L_ 1/4'f-20.3/4"S5. PHIWPS CREWS USING SEE SCNEDUIE ON USS HEAD MACHINE SCREWS ANCHORS NUTS O 12.O.C. ( / 1/4'-2D NUTS O 12'OC. (SE.E SCHEDULE ON SHEET 13) MinPOURED CONCRETE SHEET 13) POURED CONCRETE OR REQUIRED TE BLOCK OR CONCRETE BLOCK ((',pNCRf It ANCHORS REOUNtED WALL REWIREDO •HV WALL SU INSTALLATION (SCE SCHEDULE ON POHV WALL SI INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REWIRED (1�) HV WALL SILL INSTALLATION y01E FOR COMBINATION IOP SECTION`' INSTALLATION DETAILS W1 1- SEE SHEET 4 FOR TYPICAL SHUTTER ♦E O :EDGE DISTANCE ASSEMBLY SEE SPECIFICATIONS aH SHEET 13) 4 OSUEE�ENQAON 7TIONS OF USy FOR HV BLADE 2- MOUNTING SCCTIONS CAN BE COMBINED ( �jj W ANY WAY 10 SUR ANY INSTALLATION. IIIIIIIFr FLOMDA BULD i CODE Non Nigh Velocity Hurricane Zone m 2015 EASTERN METAL SUPPLY, INC. t�y�?• \GEN .v9 BE TM { = /T11TECO ■�. A■s■S■A■ KvA *rd�on SNh�uttetem RADE*: !a /f * . WNDIX MADE American Shutter Systems oc,cAwncm DATE OFWAIN BY: .O'. - TIWT TESTING k ENGINEERING COMPANY AF :•�Q? Afi>WCIOtIOn• Inc. 1 OLD 11-192 ♦ 13/15 DATE: 4 13/15 '�••• 811'f N.W.JfiM.SE,Ste.303.VYIGIIM GAMENS.FLn 331 PI--: (3D5)871-1530.I. : (305)871--1531 4268 Westroods Drive 2 DRAWING No ��,�'(CSts•.,, ,,NG\``AO rmai�--0006719.._ West Palm Beach, FL 33407 3 15-085 '4q,F/ONALrE��q.``` WALTER A TILLIT Jr.P E 5 SHEET P.E. SEAII04ATURE/DATE FLORIDA` tµ1b7 6 6 OF 20 J cnllcRcrE CONCRETE ANCHORS I „TE SASS(q2 • -.{� O (SEE SGIEDULE ON SIEEf 13) I m aAss err 1 OR 9 AExxinw 1 TO GLASS SCHEDUL E Ow EDGE a -�11�iDR 9AX"r�Ao ' XPwMTgN ~(�7lET i1) N Rn s¢r:o rw � m ay.1N A � �� � MAE6ma� - fsa anxwe- i 9 GU165-�N i ox TxkET NN) � 1 N i ALTERNATE-� i i i EXISTING t ANCHOR IN i N t N N LOCATION /10x3/4•HEX WASHER IrE/Io i i OF 11 a OR 5 Q s/ rAw. TEK SCREws a 12'O.C. i 3 3/ Iw(. CONCRETE ANCHORS -� IR i i © 7 (SEE SCHEDULE ON SHEET 13) N N A/Pl E EDGE OF LXISf91G I EDGE OF N' NI SLAB IF OL'LL"r' DGIE K I 1 1 ELLE OF APPLICABLE SLASAPPLICABLE t Mtt A>'rgiotorl a APPLICABLE POURED QPM �T HEAD CONCRETE ANCHORS ttE91:0014 ♦ POURED CONCRETE REQUIRED 0. (SEE 9C101RE ON SNEE1 14) a sm 1 OR COHCRETF ETAT'�"D COt1TE ANCH1ott5 AIxsm �,. _. REQUIRED L--{•a D. ( 9g1�"LF ON SHEET ") 11 to. INSTALLATION I)HV WALK—OVER NSTALLATION DESIOGN PRESSURE RATING & FOR SSPANS PER �) HV CEILING INSTALLATION (1) HV FLOOR INSTALLATION t SCHEDULE /3, SHEET 11 IX5(NG.,,I - TIN.SEFA ww 1/ CONCREANCHORS GLASSTE A> O (SEE SCHEDULE ON 1/46 TrW SAM TAPCLYN M/ l=OmM[ _F'_--- SHEET 15) ADMAI)ED THSAOFGRM O_ a am,O j t t EXISTI __._ 1EpnpLO6r OR t/a'e rw,vs I 1/4' EXISTING EXISTING GLASS-1 r.Rswrnot ro am CLASS-- FASTENERS T*4PER .waaRS W1 MAX. GLASS "i(sQ sdNNpxt a>f[r iD 1 I SFrAw,nW N 1 3/4'Wtt IL)EIP"O/' '-�1#Maatxxx ox t t) N ' 0 C FOR UP 10 6'-0'STAN AO 0 QC FOR SPANS L4A"THAN u 1/4' OSE AT TE\9M FASTENER NFADY ' N MAX. �N (TYP.)(SEE rNOtE tt ON .g --- .1/2' 8 1 -� • /tOx3/4"NEE( E ♦ AOR LAIR 3 -__ MAX. t wASFiER HEAD cow.SEALANT--- I s TEX SCREWS N 1 0 12'O.C. /14x3/4' EIEIL HEIR I �- T t N I .�( rwO-VpZ04__ r20.3/4'S6 MS TIX SCNEws 9'OF. i - --- /14xS/4•SA.S- _-- I I N 1/4 J 174'•-2o NUTS OR 1/4'I-2o SS.M.S. I CONCRETE ANCHORS T _ _ 6 �O L 3 0 9'O.C. -- - 11mt. Ocw/NUf 0 9'O.C. (STE SCHEDULE ON .i 1SHEET 14) 1 NON SIRIICTUIw w-----_ dt. g 1 . _ 2.gD•IIMEAM(DECORATIVE EDGIE ED. SILL) I / SLAB FJ14x3/4'F.N.S.D.S. ytllN.'1 I 1 7 1 7/il' CONCRETE ANCHORS tl9O.C. POURED CONCRETE- (SEE SCHEDULE ON ON SHEEP txb) SEE NOTE 13(b) OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET t (EDWRED OR CONCRETE BLOC( REuuIRED KEYSTONE MOUNTING INSTALLATION °� � D ® HV WALL ELOOR INSTALLATION (L) HV WALL WALK—OVER INSTALLATION N IuuA A.S.D. frntRt�`e 0-"E '"`' n P� RCOUIRED _ CONCRETE ) UARD INSTALLATION- t nom. -]1?�lE TOR COMBINATION of SECI10N5: t LHREMAINSTALLATION ENPERFORATED ' E 0. EDGE DISTANCE AD.IACENf TO AN OPER-Ell EXIT SEE UMI AEONS OF USE FOR I- SEE SHEET 4 FOR TYPtCAE SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE 1�A�ON SHEET 19 I N S TA L LAT I 0 N DETAILS W/ O HV BLADE ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY wAY TD surT Arc INSTALLATION. FLORIDA BUILDING CODE(Mon Nigh Velocity Hurricane Zone A 2015 EASTERN METAL SUPPLY, INC. !„ l '•, A A Accordion Shutter System L E C O7,,. A A■ H.V. aADE#1 W/at W/o HV.WNDOW RADE 77iAmerican Shutter Systems REV.NA (S 015CWTNIN DATE auwN Em: M.L. TATE 71LU TESTING h ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE- 4/13/15 -o'•_ OF 6355 N.M.Nxx A,a.3051 NfMiN1A G KN.r_ 11 PiV n :(305X!71-1530.Fa. (305)el,.Isr, 4266 Westroods Drive 2 DRAWING No .-'[e-to o�e7ieWest Palrn Beach, FL 33407 3 15-085 WALTER A ODS7.M.P.E. 4 'SII AN FLORIDA U�.044167 s SHEET P.E. SEIGNAyi1RE/ 6 7 F DALE SEE END WALL CONN ETS 10 & 18 SEE NOTES ON LOOKING RODS®.HV LOCKS p cr OUT IN EKisnNG GLASS INSTALLATIONS W/ 1 HV **AND���'"�HV"oc"I�aN aIEr s. 9ADE STACK OF.TAIL HVF 5 VALID FOR ALL BLADE W HV CENTERMATES GENTT3%IA>R�S APPLICATION WITH 9LADE(D ®�©•O°�®a�o-®°' U , OCONNECTION D•0-0.0-0.0 -COSTING GLASS.00 ©•O ©a©•O'®� 3 1/4• �• 6 1/2' 7- (W0.)-Te AI1D17 ALUM. ANGLE w/(2) 1/4/TAiCON I/2' a©'® QP�SING. SYMMETRYCAL ANCHORS io CONCRETE - NTERMAT S CEN T S MIN. SEPARATION (TOP/1101TOM)a - �IOx3/4'SN.S.Y 12' TO GLASS (4)/10,/2-S.M.S.Io TUBE D.C. S. LENGHr. W/ HV LOCK or—¢9 W V OCK r y A7 EACH ANGLE(T1'P)I * Z (ON SHEET 11) 5 ® � * 35* I N J 1 O O Oa0 ®a ,O 134 . © OUT ® �HVB HVC $ ,o 'I 0-0 v ©`©a HVA aoae©+Q7 w 8 , •®°A POURED CONCRETE OR EXISTING GLASS CONCRETE BLOCK WALL �xlmNc 1'®°"0'®°R®'®°A`� SYMMETRICAL -— * — v'l7 `®°"l�J'�'®°t MIN.SEPARATTON _ $ ®�"®+® •��GGLLASSS ' CE T RM S* IN ®`@-0. "®'®°R (SEE SCHEDULE 5 1 (INTERIOR) ©`®a 0'0"/0'@ ON SHEET 11) MIN.SEPARATION ®•® • © ®� 3 i (SEE°GLASS SCHEDULE I N OPTIONAL -- -ON SHEET 11) (INTERIOR) ----- - --`--- —-—- - ---• _---------- =06 --- GaNGRE 0 f� . ( 0—uT] a 1/2•MAX. SLACK OUT (EXTERIOR) HVE HVF** HVD FLORIDA BUADING CODE Non High Velocity Hurricane Zone ,1a►IIHI Hppbq G 2015 EASIERN MLTAL SUPPLY, INC. E � - T1A I L E C O i A.S.S■A■ K�Accordion1WCR /O KY>ter System. RADE *' �yT' ���•'* TICCIT TESTING R ENGINEERING COMPANY American Shutter Systems ry, OESCRIPTIOK DATE DRAwN 9r: ML Association. Inc. 1 OLD 11-192 4 13 15 OATS: 4 13/15 o'. STATE OF r ° W.W.xln.a.,71 OTO. .F-: NOD(305)5,rL FNM153 331 4268 Westroods Drive 2 (3o5)eT1-1530.rm:(305)571-1531 DRAWING No 1p F�DAIpP•:���= —®5�719-� West Palm Beach, FL 33407 3 rJ-085 %yAFSS�O ....a6`�.� WALTER n.ORoA nwr 44107 5 SHEET P.E. �9CAIN/TlA1CJ17E/DA1E 6 OF 20 ALTERNATE N W V "T" OC V MALEIFEMALE " " QC FES LOCKERs wi n1HV BLADE AzENo cTIDN DETALLS GN SHEETS 1D a is INSTALLATION 1 HV BLADE OUT IN '1�EX�»c MAX(D K DETMI NY.41xrwTm aN 5.¢r s W,/ HD CENTERMATES rELL ttNNETtSAL wATtNa BLADE m DETAIL Naa-WO. „(�„©.Qj a 8�..1®•®°i wotuTm ON iNrs sNEST,wr ac trsm T7"rales SEE END WLLL ODNNECTION i �•®'©'�©•®" tNS�MunoN aLTML)nG vi esu w 1Txs DETAIL oN ID t le I 410.®a® ® •® s s ,Hai:z I T.mi t t ® (cPlgw�) (artgwu) mRxaTE p)ryon/2-Ps�t ros itw[ i -itm3/4•sus•tr __ — ---- a rAa IQTO(TTR) a.c.RAI uxtiw. IN (4)KV. IN (.)N.V. -- „�.g . i $ i 3 LOCKNSIDE) O 9"F7 - Pes , 41�"w'�")) 1 -—-—-—-—-— — F -- F — --- 5 1 2® 1 a " w O ^® OUT 3 o3 i 3 1a® 314 3 31 a1 y -1/4" 0--20 x 1 1/2" S.S.M.S. hell 35* (amaRA1) HDC—HVC * -r NOK.a MR Nv 5. * W/ 7/8"0 x 3/32" WINGNUT. roPaawn)HDB—HVB OUT S(M1,4 TRICAL HD CENTEf IATES r Loa,w sN¢T s. ©0 NV 'T" LOCK (OUTSIDE)- SYMMETRICAL HD CENTLItt-ATES W LOCK (I RIOR �* W/a! LOCK (EXTERIOR) W/ SD41ES 91M MLIYINUY 2024-13 MID!)LARGE FLANGE nes v®^'©•07 at®v®•®°� SHEET Nt11SERT,PMT I umo. 0• AS wM.1TAGTLRm Rr AvOEL CHERRm ''7' TEXTORI,PMSIPPaf1.NEW JERXf ©•O.©v©•O•®v 7054 OR EOUra. 3 � �ssE taTTs a tncwnc 441441®�w®TOAs ON sNErr 5 w..msM R.O.—11,1OE®OENt ROD-Nes a hv.o TOR Na cuOTnuA1ES M+vvutORs rnt a.VEO r Z! HDD—HVD*e FLOATING STACK (RDA BU MEMon Ni h Velocity Hurricane Zone w- A 1(�', O 2015 EASTERN METAL SUPPLY, INC. T H TM AA� --- - IL EC�oi . �SS� Accordion Shutter System KV. MADE 11 W/OR'i KV.MANDOIY MADE ¢/ ��iJ'�* American Shutter Systems ona.now DATE DRAWN BY: Ki STATE F Q TIWi TESTING k ENGINEERING COMPANY Association. Inc. I OLD 11-192 4/1]/15 DATE • t3/15 axe N.w. Drive zd troos 3411".St-Sh 305.VIRGINIA GARDENS FLORIDA MI Ph.—:(3D5)a(305)571-1530.re.:(M5)571-1"14268 WesDRAWING No , mal:61111 West Palm Beach, FL 33407 3ED- 5-085 F '•.......• ' \ 'yip S/ONALE�A�``� WALTER A.OTLUTT'Jr.P.E. 4 P.E./SrEALII�WATURE/DATE FLORIDA L"'1 441B7 a SHE9 OF 20 7� POURED CONCRETE OR F11\7- -POURED CONCRETE _ POURED CONCRETE RED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE REOUIRED BLACK WALL REWIRED BLOCK WALL REQUIRED BLOCK WALL REWIRED /7 T /-�FXIST�a� /- EXISTING GLASS p1�T1Nc,GLASS �NCRETE NICNOR" EXISTING �' ...5 Y i6'Q.G. l 1--�---� M►L r m _F 2'MIN. - TO QASS(SEE ON SHFIET EQ I EQ TO GASS((SFE , nON MIN.SEPARATION fXADE TO S�R(SEE TO QASS((SEE r// TO QASS(SEE I j SCHEDULE ON s1RT ,/,e'.3'MAIL ON SHEET 19 FOR 1 E1 F43R ms-mH� ' 1 SCHEDILLE a�� 11 FOR BLAaE mATo (sols-m)carr. MADS m a® / aADa m a FOR 1/2- ONSHEET®a O (LOCATE AT CI S,£ET 19 FOR ALUM.CLOSER FOR rmHFR s1oE i wDES0a PLATE (LOCATE 1/2 OF�1) AT OTFIEYt SIDE MIN - I IkV IIJJ + © a USE T•aR z•MAUL. 1— /10■1/2•sxs. I ----- G`s APPL>cweL�z' 1,e.o-2'110ai/2'S.M.SO 16.O.C. ALUMINUM CUP ANCL.E.C , (6063-T6 ALLOY)AT MIDIAL4X0.1/2's.M.s. roQe+(2)1/4'/ TAPOONS ANCHORS TOSEE DETAIL X FORD �yy� WALL AT ,'D.C. (IASIDE CONNECTIONOR ,(J EITHER SID!OF Q)6OR llSEE DETAIL X FOR OR TO TRACKS S�CONNIECTION SEE DETAIL X raL/-0-©•Oz s ®" s,DE CONNECTION ®" .s T 6 1 •®" TO TRAas -C3= 0-a ®" 1 ®-® 0-03-0- TO TRACKS ®-© 0-© 0-©0- ®-© ®-©©- L-©•O•©-©•O.0- L-©•(D-o-©.(D-0 ©•O•Q�-©•O ®- ©O p-© OO ®" 0.0-0•®-©'p- 0.0-0•®-0.©- ® 0.0-0.0-® 0- © ®-® ®-® 0-®® O 0-0.0-0•0-0.0 " -� CONNECTION® ®® ) END CONNECTIONDETI END D ®QEND CONNECTION DETAIL 03 END CONNECTION DETAIL40 4 REQUIRONLY FOR SPARS GREATER THAN 12•-0' POURED CONCRETE OR ED cuss CONCRETE eLocK WALL /— cNG n 4 REWIRED /( �J 7 - / MIN SEPAMTION /1 /2'S.M. _ - ----------- -------- MIN ro QASS(SEE o te• MN.SEPAPAnoN Y : "------- 1 IlION SH „a' LYN. TO GLASS( D ------_-_- -_------- _---- �o ORO ONSDIS�19 Fat ANCHOR 0 I SCHEDULEON m ----- - - © ® ® ANCHOR REHOR —-- aAOEs m a maADEs(s m 9 FOR B 4 ---- - -- 1 oR oR 1 O 1 O 16• -- j O.C. - 1 2 MIN. 4 2'41N. -- $'1MN. ♦ SEC LRAI ATIONS OF USE FOR '(D4)-0 OR 5 BLADE di ON SHEEP 19 ©OR�OR�OR�OR� MEW Y OR Q� ELM DETAIL X d OR (fr POURED CONCRETE -© O-Ofi� 0- END INSTALLATION - CONCRETE BLOCK WALL •0-©•0-©•0- REWIRED ' 0-©•0-©•0- �©•0 0-©•0•0- 1BLADE OR (14 HV WINDOW BLADE INTO -®•®"©.e.p•p_ ®"® CONCRETE QR CONCRETE BLOCK WALL. END CONNECTION DETAIL 06 ®-® ®-® ®"Q END CONNECTION DETAIL© -®® FLORIDA BUILDING CODE(Non High VelOCit Hurricane Zone SIN Al4P a, j��l/q''�. _ -®20+5 EASTERN METAL SUPPLY. INC. ° BERTHA HVTM = •' SCE A S S A y IL ECO .Na. Accordion Shutter System RV. �#1 W/OR W/O RV. WNDON BADE American Shutter SystemsEY, DAn DRAWN Br M.L.- TIWT TESTING d ENGINEERING COMPANY - STATE OF r = 6355 M#.3 -R..Z 3os.Vg*W GARDENS,rI7 33, Association, Inc. 1 o+D 1+-,sz i u s DAie 4 13 Ts 9Q r Pnon.:(305)071-1530.F6�: (305)871 1531 4768 Westraads Drive 2 DRAWING No 4�y�Ss• DRi •G��`` .-�u�6719 •gym West Palm Beach, FF 33407 3 _ 15-085 ONAL �A� WALTER A TILLIT,Ir.ac SHEET P.E. tNiF91LA�URE/DATE nnRK1A Lk. 44167 6 10 SCHEDULE i1 SCHEDULE J2 SCHEDULE f3 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+' (ft.). FOR INSTALLATIONS W/ OR 'L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INS' IAIMN LEGEND &®or or INSTALLATIONS W/ NSE Rlr".AI CENTS CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or 0 or or X81 & & / ONE HV LOCKS MANSORY POSITIVE A.S.D. OESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or 0 or ® OR W/ NO LOCKING WALL A B, C, D, E, M, N, O, P, O, AS.DESIGPRESSURE ABLE RATING.A GLEN NEGATIVE CENTERMATES ®&®W/ ONE HV 'T' W/ NO LOCKING RODS® ODS MOUNTING F. K & L R. S. & V. LOCK® W/TWO LOCKING RODS® TOP & (SEE NOTES t,tt) (VALID FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES SHEET 7) FLOOR/CEILING G, H, I, 11, J T, J. W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CUUNG: wt�lu CONCRETE t W000 INSTALLATIONS A WOOD MOUNTING TALLA110N5 FIFICNIAI IFA1l4NI CONCRETE & M GIVENA POSITIVE AS.D. DESIGN PRESSURE RATING, INSTALLATIONS ASD.OfS101 ASD.DE.M ASD.015 0 INSTALLATIONS Pry% WALL MOUNTING FLOOR/CDUNG Pflr, � WALL MOU NG' �� FLOOR/CFMING YOIRIIING DETERMINE MAXIMUM SPAN 'L+ FROM SCHEDULE. NAnno Ww k ;F M- GIVEN A NEGATIVE ASD. DESIGN PRESSURE RATING. GP•_r.) (P.•.I FLOOR/CEIDNG MOUNTING FS`W OR DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE. (• -) (•OR ) (. -) 1101M1111C O MAXIMUM ShIUTTER SPAN "L+"OR Z-" FOR l i L- L+ l-(l) l i (t) L-(A) l♦ l- FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LESS16'-0' 16'-0' 16'-0` 16'-0' 30 ,6'-0' 16_o- 30 18'-0' M'-0" INSTA lAT14N5 INTO WOOD SFIALL BE UMRED TO 35 14•-10• 14'-10" 15-2• 16'-0' -35 14'-t0' 14'-10" 35 15'-2' 18'-10' 105 psf. AS.D. DESIGN PRESSURE RATING. lLltllld51.14 DETERMINED SPAN BETWEEN t+• AND "L-'- 40 13•-10• 1T-10• 14'-2" 15'-2' 40 13'-10• 13'-10' 40 14'-2' 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR _ 45 13'-1" 13'-1• 13'-4' 14'-3" 45 13'-1" I3'_I 45 13'-4` 14'-3•_ t HV CORNER CENTERMATE /3 MAY BE USFD AT ALL COMBINATKINS IN BLIWFFN WALL MOUNTINGS 50 12'-5' 12'-S" 12'-6• 13'-7' 50 12'-S' fY-5' 50 12'-3• 13•-1 MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CFTI UNG MOUNTINGS: -- - SHALL BE AS INDICATED ON MANDATORY CONDITION /2 55 1i'-10' 11'-10• 12'-1' 12'-11' 55 I1'-10" 11•-10' 55 11'-1• 11'-11' - FOR A GIVEN POSnTVF A.S.D. DESIGN PRFSSURE 60 11'-4' 11'-4' 11'-7' 1r-4' 60 11'-4' 11'-4• 60 10'-2' 10•-11' NOTE /5, SHEET 5. RATING: 65 10'10' 10'-10' 11'-1' 11'-11" 65 10'-10• 101-10" __ 65 _ 9'-5' 10•-1` DETERMINE: LI+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-0• 10'-6• 10'-9" 11'-5• 70 _10•-6• f0•-6' 70 E-9" 9-4' __......... ..... Lei= MAX. SPAN FOR fEDOR/CEILNC MOUNTING 75 10'-1" 10'-1• 10'-4' 11'-1' 75 10'-,' 10'-1' 75 - 8'-9' ttt7(CEPT THAT AL47GIIIUM SF(URER SPAN 1+'OR INSTALLATIONS. 80 9'-10• 9'-10' 10'-0' 10'-9' 80 9•-10" 9•-10" 'L-"AND MAXIMUM AS.D. DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURF 85 9'-6• 9'-8• 9'-9' 10•-r 85 9'-8' 9'-6' INSWJ.ATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 909'-3• 9'-3• 9'-S' 10,-1• 90-- 9',3' 9'-3' SHALL BE LIMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING Lr MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 p'-0' 8'-9" 9'—r 9'-10' 95 �9'-0' W-9• LIMITED TO +84,-72 p.s.1. AND 8'-0' SPAN, SEE U-- MAX. SPAN FOR FLOOR/CCIUNG MOUNTING 1oO - 6'-r r-11" 8-9• 9'-4" 105 a'-r r-11• 110 8•-4• r-7• 8'-r 9'-2' 110 r—r, FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THF. 115 5'-2' r-3' 8'-4" 8'-11• 115 W-2' r-3'- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN Z,+', 7T+', 'lI- AND 'Lz 120 8'-0• r-11• 8'-2` 81-9• 120 a'-0" 6'-11' (4) Go TO ANCHOR SCHEDULF WITH FINAL MAXIMUM 125 7'-10' 6'--6• 8'-0" W-5' 125 7'-10' 6'-W ALLOWABLE SPAN AND NEGATIVE AS-D. DESIGN r-6' 6'-S' 7'-10" 6'-1• 130 r—a' 6'-S• WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 130 135 7-r W-2' r-9" r-e' 135 'r-7" W-2* MINIMUM SPACING. SEPARATION 140 r-0• W-1 I" r-r r-6" 140 'r--5. 5-11' ASTM E-1996 -T4s r-r W-9• 7'-5• r-3' 145 r-r S'-9• TO GLASS —ISO r-r 5-7' 7'-4' 'r-O' 150 r-r W-r 155 r-O` W-s• 7-2 6'-9' 155 r-0' W-5' 1 THRU 3 1" 160 6'-tt" W-2• r-1' 6'-r 160 6'-11, 8'-2" 165- W-10• 5'-1- r-a• 6'-4' 165 W-10• 6•-1• _ 170 W-9• 4'-1Y 6'-T1" 6'-2' 170 W-9• 4•-11' 175 6•—r 4'-9• 6•-9' 6'-0' 175 6'-r 4'-9" 180 6T-6' S•-10' - ,Bo W-w 4'-6' 1 H V BLADE 185 6•-Y 4'-6• 8-r W-a' 165 C-5" 4'-6' 190 6•-4' 4'-S• 6'-8• W-6" 190 6'-4' 4'-5' 195 W-3• 4'-r a-r 5'-5• 195 W-3' 41-3' 200 W—r 4'-2• 6'-4• 5'-3' 200 6•-2• 4'-2- 205 W-1• 4•-1' W-r W-1' 205 a-1' 4'-1• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02015 EASTERN METAL SUPPLY, INC. ��AAAA"1P A 11TIL�jIBEI iM Shur s- stem IL ECO -Nc. A.SI.S.Am H.v.a"flW/ORR/ W/O KV WWW RAE TIWT TESTING # ENGINEERING COMPANY American Shutter Systema Ev, ocKR,PnoN R DRAM MkQY. G. *_ &'45 NM "6 -Sl.St•.M5,NRfiPtlA GN✓DEMS,rLORW 3J, Association, Inc. L OLD 11-192 4/13/15 DATE 4/13/13 4268 Westroads Drive = Ph :(305)071-,530.Fa. 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SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NEGMM PRESSURE RATING AND A CORRESPONDING NOLR111NG TYPE FOR CGNO&M OR CONCRETE EADC(INS01LADDRS (SEE MOUNTINGS E.G.Nk H ON SHIM 6 t 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POl1RD 9DCK PORED WI'IOEfE (A) TO EXISTING POURED CONCRETE: (Min.fc -3 1,20 MAl01RA1 E@WALL SILL MOUNTING ©CEILING MOUNTING HO FLOOR MOUNTING -. 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUIDEX.(Mn.1'c =3 ini) SPAN ANCHORS SPACING LEGEND - 1/4"0 x 3/4'ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT k SPECIALTY COMPANY.(Mn.F'c =3"1 (R) k&M®ITN NOWNE FMMK AOi OEM 1®AID[NMx WORD OF9B1 IEGTM PIBS,l06 fUTNC - 1/4"6 BLUE TAP CONCRETE ANCt1ORS W/CM AS MMIUFACTURED BY FLORIDA FASTQERS DIRECT. 61C.(Yin. rc>•2 Imi) 30 40 100 175 190 1120 160 30 40 00 75 90 120 100 205 30 40 SD 75 -9-01-120-F16-0 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED Orf M AL PDS SCREW.BOLT h SPECIALTY f O 6 e 6 14 1 I 14 1 1 0 9 8 6 6 TAPCON WITH ADV/WCED C0IAPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 3'-0' 14 12 to • 0 S 6 6 14 12 10 9 • 8 6 6 14 12 10 • 0 0 6 0 7HfLL POINTS TECHNOLOGY SET (10h. fc = 3 k6i) OR LM 14 12 10 O 8 e 6 6 14 12 10 9 8 9 6 a 1{ 12 10 9 8 8 e 5 ALL PDMS SOLID- 14 12 to • 8 6 6 7 14 12 10 9 • • 6 • /4 12 10 0 6 • • 9 BLUE TAP W/CAP NO7F5: 14 12 10 9 a 7 0.s 33 14 12 10 9 6 6 6 14 12 1 0 8 6 6 6 TAPPER+ 0.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 ll 10 9 a 8 s 6 14 12 10 9 0 • 6 6 14 12 10 0 6 6 33 ANCHORS 6 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2-- 4'-0' 14 12 10 9 8 0 0 4 14 1s 10 9 • 9 4 43 14 12 10 0 8 0 4 3S 0.2) MINIMUM EMBEDMENT OF 1/4'9 x 3/4"All POINTS SOUD-SET ANCHORS SHALL RE 7/8'INTO TF1E POURED CONCRETE. NO EMBEDMENT 14 12 10 9 • 8 6 AO 14 12 10 f 8 • 8 116 14 12 10 0 6 8 6 43 INTO STUCCO SHALL BE PEFMT1rD. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO FXIST,AND 14 12 10 f 73 SS 33 - 11 12 10 9 • 0 6 a 14 12 10 • 6 7 5.5 4 •SIX�Alg1E a USE Fne 1"MINIMUM FOR WALLS WITH NO STUCCO. t4 I2 f0 f---• 6 a 6 14 12 10 9 8 a 6 83 14 12 10 0 6 6 • 43 elAOE ON e11EEt n 5 14 12 10 9 0 7 4 - 11 12 10 0 8 U 5 33 14 12 10 5 L5 5 33 3 0.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE DUSTING WALL OR FLOOR, 14 12 10 8 • 7.5 f.S - 14 12 to 9 8 8 8 43 1 12 10 0 • • 4.S ANCHORS 4141 BE LONG ENOUGH TO REACH THE MAN STRUCTURE RF14ND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON 14 12 93 73 0._S 43 - 14 12 10 9 6 73 S.S 4 14 12 1 0 6 8 43 NOTES AL1)t AL2)ABOVE.FOR INSTALLATIONS ON VWVYL SEMNG OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR 14 12 10 9 6 a 8 - 14 12 10 0 a a 6 6 14 12 10 9 8 •3 S ]3 INSTALLATION INTO ETES WITH META.STUDS SEE SHEET 20. 6�• 14 12 10 9 73 5.5 3 - 14 12 to 63 7 a3 4 3 f 12 6 0.S 03 4 3 - 14 12 10 9 8 6 - - 14 is 10 9 5 0.5 a 14 12 19 a3 • 5 4 - (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 14 12 8 63 SOI 3 - 14 12 10 • 8 83 43 38 14 12 10 6 7 5 33 3 - 1/4"0 TAPCON OR TAPCON WTH ADVANCED THFT"ORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY Lr.W. BUIIDEX. 14 12 10 f 5 8 - - 14 12 10 9 0 7 6 4 14 12 10 9 73 53 4 3 - 1/4'0 x 3/4"ALL P01NRS SOLLD-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW. BOLT 6 SPECIALTY COMPANY. 7'� 14 12 10 a 03 4 - - 14 12 f 73 0 4.5 3.5 - 14 0.S M 43 33 - - 1/4"0 Bt UE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 12 10 03 7 ♦ - 14 12 10 0 73 33 4 - /4 12 e 7 73 ♦3 - _ - 1/4"0 TAPPER♦ ANCHORS AS MNIFIFACTURED BY POWERS FASTENERS,INC..AND DISTR6UTED BY ALL POINTS SCREW.BOLT k SPECIALTY 14 /t 7 SOI f3 - - /4 12 10 9 7.5 53 4 - 14 12 S 7 6 43 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR APHORIZED VENDOR WaSTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATON,INC. 14 72 10 0 0 W - - I♦ 12 10 9 • 6 4 - t4 t2 10 • IIMI 1 6 1331- NOTES: 14 112 •.6 7 13MI 3 - - 14 12 1 0 0.6 53 4 1 3 111.5 03 6 a 14 1 3 1- - B.1) MINMNM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TM W/CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4'AND TAPCON 14 12 Aa 73 - - - 14 12 94 6 L55 - - 1! 12 ■ 0 6.S 4 - - WITH ADVANCED THIREIDFORM TECHNOLOGY ANCHORS IS 1". 13 03 •.6 6 33 - - 14 12 10 8 035 - 14 12 8 L5 4 9.-0. 14 12 10 9 _• - - - 14 12 10 0 7.5 43 - 14 12 6.6 7 &A 4 - - 8.2) MINIMND' UM EMBEDMENT OF 1/4'0 x 3/4'ALL POSOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED IMO THE CONCRETE BLOCK. NO 14 13 73 a 4 - - - t+1 it 7 " 5 3A - - 11 63 43 33 - - - EMBEDMENT INTO STUCCO SHALL BE PERINTTIED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 83 44 - - - N 12 SA 7 53 4 - - 14 10.3 7 13 A.4.S - - EXIST,AND 1'MINIMUM FOR WALLS WRIT NO STUCCO. 13 a3 ALS 4 - 14 12 8 7 6 44 14 11 7 S3 43 16 - 10'-0' 14 12 10 • 73 - - - 14 12 10 IF M 5 - - 14 12 6 • 5 4 - - B.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 WA 7 S 35 - - 13 93 63 S 4 3 - to 73 3 4 b _ _ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON 14 is 73 - N 13 9 4 a 4 IL5 93 • S 4 4 NOTES B.1) 6: B.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT META_STUDS CONSULT THIS ENGINEER. 03 S S -114 112 • 0.6 53 4 - 13 to M a 4 3 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - 11 12 0 7 • 43 - - /4 AS 7 S3 N 33 11'-0' 2.5 9.5 6 - 12 9 6 43 4 3 f 7 43 33 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING AL OF THE RECOMMENDATIONS NO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 10 7 - - - - - 14 10.5 7 ISJ 4d - - I- 11.5 ds S3 IA A - 93 7 4.5 - - 14 13 7-9 4 - 12 f • 43 4 - _ _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12•-0, 14 12O - - - - - 1412 a 19.5 53 - - - 13 10 635 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: id e.e 4.5 - - - - 11 8 5.3 4 33 - - - • • 4 3 - - - MAXIMUM ANCHOR SPACNCS ARE VALID FOR EDGY DISTANCES INDICATED BELOW.FOR E D.LESS TIWT ED THE INDICATED.REDUCE ANCHOR SPACING 3.6 .5 8 - 13 9.5 63 5 { • 5 4 FY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. • 63 - - - - - - 14 0.5 7 - - - 11 63 53 33 - - - REDUCED SPACING OBTAINED L19MG FACTOR STALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 12 - - - - - - 14 11.5 73 6 a - - - 12 9 5 43 4 - - - FACTOR 03 8 - - - - - - 10 75 a 4 3 - - - 73 53 4 3 - - - - ACTUAL TAPCON WITH ADVANCED + 25 LS - - - - - 7--F-2 9-_ 43 4 - - - 93 7 8 4 - - - - - EDGE TAPCON TFWEADFORM TECHNOLOGY ALL POINT SOLD SET BLUE TAP W/GIPACING - - - 13 93 63 s - - - - 10.5 73 s 4 - - - - (1)HV BLADE OR DK;UNICE 14 /2 - - - - - - 14 05 7 S3 - - - - 11 63 5.5 43 - - - - /\ E.O. Irl SFACING- 3' WIN.SPACING- J" MN.SPACING - 3 f/2' WM SPACING . Y 3 3/4' 4' 4'� 10 7a - - - - - - 9 7 43 3S - - - - 7 6 33 3 - - - - �11 HV BLADE W/ E POl26D COM UE DUMETE aDGX PO tr POURED CONCRETE h POUm 0010E1E Do11rLERE ODOR 13 8 - - - - - - i t 8 S5 43 - - - - f 82 13 - - - - - ACK M.M•3 1/Y REL EA•2 1 COIICRETE CONCRETE at" Nl E0.•s 1/Y EA•2 1/2' 72 _ _ _ _ _ (1& HV WINDOW MK M•r 14 - 3..5Lz- 10 6..5 - - - - - 5 - - - - - BLADE WORKING 3• 1J0 ofo /A 0.78 10 oe4 1.0 - _ _ _ - _ 6.5 65 4 - - - - - 6.5 6 - - - - - 2 Ile - ---0.M 1A - - 0.57 1.0 10 - - - - - - - 0.s 8 a - - - s 4 - IN UNISON ♦ 2- 0.71 Oat - 1s 6s _ 0 63 - - - - - 1 3/4' - 0.51 -__ - 0.43 N74 - - - - - - - 2.5 93 - 10 73 S -16'-0" 6 4 - - - 6 43 3 11 _ - - - 0.35 i s = _ - - - e 6 4 - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A�AA�P P.TIC(/T gNyi ID 2015 EASTERN META.SUPPLY. INC. �•' EN-""-..- y/: BERTHA uffs"wTM -- ---=� Ili.S■S.A■ Accordion Shutter System FIV.HARE#1 W/CR WHO RV.WMI N EXAM American Shutter Systems tiv.N. Dowrtim -o1-E rn 8Y: M.L TIWT TESTING & ENGINEERING COMPANY 6355 N W Sea,St,SW 365,VPGMcARGtNs, 3316 Association, Inc. t OLD 11-192 4/13/15 WE- 4/13/15 (305)571-1530.Fox: (305)671TaaO 1531 4268 Westroads Drive 2 M-e DRAWING NO 2 •.• 0 e-mail:USecoOaal.com West Palm Beach, FL 33407 3 FF ��.�� ES�G067,9 _ 15-085 A, SSIONA&�AXR` WALTER A TIWT Jr.P. 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DESIGN PRESSURE RATING f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE, (SEF MOUNTING. ON SITFFTS 16 h 17). !EE3 L-J B F::-- SOUTHERN PNE NG SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 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 MIN W/ W/ MIN. G=0.43 W MIN. G-0.36 NAIUA Y SPAN(R) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N, 0 3 R FLOOR MOUNTINGS M. N, 0 h R FLOOR MOUNTINGS M, N, O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL IgUNTN16S W & X W & X W et X P & 0 S&V S &V S!V ®1.ellls..o lq msEtaEslrl mslTmEs(1+1 mEIIWEI®fEsrq mle6tlatiM mslelflEs(,q mI®WE149E1Es114 ameYf lets(14 ams[lafEsyT e\1tlE lets» 30 40 60175 90 05 30 40 60 75 90 05 30 40 160175 190 05 30 40 160175 90 05 30 40 60 5 90 05 30 40 60 90 05 30 40 0076 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 90 05 -0'OR 2 10 10 9 8 8 6 6 [&5 6 6 6 12 10 10 9 6 6 8 8 8 8 8 8 12 10 10 9 6 8 8 6 6 6 8 6 8 S 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1 12 12 4'-0' 12 10 10 9 8 6 6 6 6 6 f 12 10 10 9 8 6 6 6 6 6 6 6 12 10 10 9 8 8 8 8 6 6 6 6 8 S 414 4 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 9 8--8 6 6 6 6 S 12 10 10 9 8 8 6 6 6 6 8 S 12 10 10 9 8 7 5 6 6 6 6 5 6 S 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 2 12 12 12 0. 6'-0' 12 10 10 9 6 .5 6 6 6 .5 .5 12 10 10 9 6 S 6 6 8 .5 5 .5 12 10 10 9 6 .5 8 6 6 6 5 4.5 6 S 4 4 3.3 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 &5 7'-0' 12 10 10 9 6.3 4 6 6 .5 .5 t 12 10 10 9 5 3 6 6 6 5 4 12 10 10 7 .5 - 6 6 6 5 4 3.5 5 S 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 0. 12 12 12 Q &5 7.5 12 10 107-5 4.5 3 6 6 S 4 12 10 10 6 .S - 6 6 5 5 3.513 12 10 10 4 - - 6 f S .5 3 0 S t - - - 12 12 12 12 12 12 12 12 12 12 11 95 12 12 1 9 7.5 3 9'-0' 12 10 10 S 3.3 - 6 6 5 5 J 12 10 9 4 - 6 6 1.5 t J 3 12 10 4 3 - 6 6 4. t 3 3_ 65 AS- - 12 12 12 12 12 0. 12 12 12 1 9.5 83 12 12 10 8 .5 3 10'-0' 12 10 73.4 - - 8 6 4 3 - 12 10 6 3 - - b 6 t 3 - 12 10 3 - - 6 8 4 .S 3 - 6 5 - 12 12 12 12 1 9.5 12 12 12 0. &S 5 12 12 9 7 6- 6 0 - - 12110 4.3- - 6 .S 3. - - 12 10 - 6 .5 4 - - 6 5 - - - 12 12 12 12 10 8.5 12 12 12 95 8 7 12 12 6 12'-0' 12 10 - 6 6 t - - 12 10 3. - - 6 S 3.5- - - 12 10 - - - - f S 3. - - 6 S - - 12 12 12 1. 9.5 8 12 12 11 8.5 7 6 12 1 7.5 8 5 4 13'-W 12 10 - - 6 0 - 12 10 - - 6 5 - 12 .S - - 6 A - - B .8 - - 12 12 12 0 6.S 5 12 12 10 8 53 12 0 7 45 4 1{'-O' 12 10 - - - - 8 .5 - - - - 12 7 - - 5 5 - - 12 7 - - -S5 - - - - 6- �3 - - 12 12 12 &S 6 6 12 12 f5 .S 6 15 12 5 5 S t 3 1 S'-O' 12 - - - - ! - - - - 12 - - - - - S - - - - 12 - - - - - 5 - - 6 - - - 12 12 11 9 .8 5 12 12 6.5 7 6 t 12 . 0 S 4 12 - - - - - 6 - - - - - 12 - - - - - - - 1 - - - - S - - - - - 8 - - - - 1 1 0. 3 4 12 12 6 3 S 7 1. 5 .5 45 I In HV BLADE OR (1) HV BLADE W/ �A HV WINDOW BLADE WORKING IN UNISON* .IEE D IM,of.FOR A tEAOE ON 9NEE'T I9 } NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLD WOOD SOFFIT SWILL BE AS rOUOWS: 3.SUBSTRATE SHALL CONSIST OF NE FOLLOWING: -SOUTHERN PINE No.2 W/G-O.56(N.DS) - 1/4'0 TAPCON ANGIOR%AS MARUFACTURED RY I.T.W.BUILDER W/MNMMUI EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.O.S.) EACH SED110N ON'SHEETS 10 At 17. -SPRIACE PINE FIR NORTH W/6-0.43(N.D.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUE PINE FIR SOU01 W/G-0.36(N.D.SJ -ILW. 1/2"COX PLYWOOD(1966 APA) 2 ANCHORS TO HOLLOW CEILING SHILL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2012 SPECIFIC TIONS. 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 0 2015 EASTERN METAL SUPPLY. INC. BERTHA HVTM 4118"Il,A./ 'a� A�S�S�A� Accordion Shutter System c FW .9.10E#1 W1 OR W/O KY. WINDOW SIAM �.''• American Shutter Systems KV0 NII DLSCAIFrIQN DATE DRAWN BY' M.L. TILUT TESTING R ENGINEERING COMPANY A6SOCIatiOnN Inc. 1 OLD 11-192 ODE: 4 •ln QY1 U7 5 N.W.301N St.SU.305.WWLNIA QN ,TLORIM MI 4 17/15 63513/15 Phone (305)071-1530.FSA:(305)671-1531 4268 Westroods Drive 2 DRAWING No --d:61baa0aw.- West Palm Beach, FL 33407 3 CC_ EB-0606719 15-085 STATE OF :�= WALT"A TK1JT Jr. P.E. 1 p; EAL4, A1DI� BTE FLORDA Lia./14167 6 SHEET .S10NN\-