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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 - �.. } �"t7`,,...,^tA,•s •,.{��r JI,�"`;, 1��3`+�r�(^/"°�Ky �{� '�k�i <�f'`I �'�'� t �� �� • ars��4}Wh 'U � D�l' � M '�^ 4� •C'�tcu"rv';4 �tl il }x_. 4'7� s'�} '�, F �(,._sK � f 3 3 F,O,ida DepaamenNf BCIS Home Log In I User Registration Hot Topics _ Submit Surcharge Stats&Facts Publications ( FBC Staff` Bas site Map Links Search Business IJ' }�^] 1,1(4'&Product Approval Pr01 essi8 IU I I"-,'t USER:Pub li[USer ., ;regulation Product Approval Menu>Product or Application Search>Application List>Application Detail $ Ps ��� ���•f2a; ,�Y FL# L389-R8 ® ' 6 np�gg(('' Application Type Re APR �!'ICi Code Version :Approve 14 PERri�-TiNG Application Status C— Sit. Lucie County, FL Comments Archived El Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category (:Accordion hutters Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R 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 12/31/2017 Validated By John W. Knezevich,PE 0 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year(of Standard) Standard Year 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 httnc•//flnriclahiiilrlincr nrcr/nr/nr ann rltl nlenv7rnaram=cxr('�F'XTVClxxrtTlnx,VVT7T-T).,T.rvGZT/T.., A/77/7!11 A Florida Building Code Online Page 2 of 2 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 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Nan-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.Ddf 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+64,-64 psf.See sh r other spans and ASD 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.S.S.A. INC. DRWG.15-085.1)df Approved for use HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resist t:Yes Created by Independent Third Party:Yes Design Press e:N/A Evaluation Reports Other:Large mis a "D".Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.odf 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. 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 HVI and HVSA 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- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-084.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.Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084.odf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Baclt Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: M 5L-HRI EChect. FRI securlt'N L'Ylt[G`ti' ■ httns://floridabuildina.orLy/nr/nr ann dtl.asnx?naram=wCTF,VXOwt.DovYYHH?.v.TvxS*IMw... 4/?.?./?.016 GENERAL NOTES: 1.BERTHA H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.) 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. C DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE Or CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA-1: HV BLADES(1) & BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX. (AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED,WERE NOT OVER MESSED.A 33 9. INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. 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 ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 36-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE 0 10214.01-03, 0715.01-03.01004.01-05.#1214.01-05.#0317.02-06.$0609.01-10 AND$0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA 2: HV BLADE(D AND HV WINDOW BLADE CTAT AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE ®#0505.01-08 AS PER ASIM E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND# 0725.01-88 ASAER AS 202 PROTCICOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2 HV BLADE(D AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMITARONS 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 J14x2.75`AND#14x1J5'RESPECTIVELY. 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 k.1 YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTIRA EN DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CE NTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE TN MARKING ON THEIR HEAD. 4.All ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 k i FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 I� 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 72 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 k9i MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEEP 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE O: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE 0&Q WORKING IN UNISON: 12, 13&15 INSTALLATION DETAILS S-X.WOOD SHEET 17 8.THIS SUPPLY. H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 6'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PARI BY U.S.PATENT X5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 METAL SUPPLY.INC, 9.R 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/GWIX AREA 3. HV WINDOW BLADE (tAl 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 BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS.MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE n ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER W ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. •13.(c)THIS RED.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.ED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.ED., 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 THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THISP.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(EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATE)ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SUE 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. 111111 FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone 'ERA.Z/�A��i ©2075 EASTERN METAL SUPPLY,INC. ; BERTHA H TM 0.. _ _ ® eAccordion Shutter System ® ® ® ® H.V.BLADE#1 W/OR W/O PLV.WINDOW BLADE •O: . American Shutter Systems .x D S=Fnc)m DATE DRAWN BY-. N.L TE >i`= TILLIT TESTING & ENGINEERING COMPANY AggOC(atlOn Inc. 13 /15 ����• Of •• 6355 N.W.36th.S6,St..305,VIRGINIA GARDENS.FLORMA 3316 fr1C. OLD it-t 92 4/ 15 OATS 4/13 L Ph-:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 �. Rr•'••. ACr`� a-maR:blteco®col.wm West Palm Beach, FL 33407 5 DRAWING No ;0NAL EDAG��.``�``� WALTER A TII_UT1Jr.RE 15=085 4 P.E. SEALI�SLI RTERE/DATE FLORIDA Uc. 44167 s SHEEP 6. 1 . OF 20 .. FOR IY W.BIGDE�A ¢s N VARIES .918• 1.x91° !6 .200' a 234 c ?o n c l o Max. N .09 0 o85q• 4.385' o O9 HV SOLID BLADE .a7s O5 HV 90'f 180° STARTER ®HV UNIVERSAL FLOATER m J QUALIFIED FOR USE W VERED UNDER US PATENTQUALIFIED FOR USE W/ HV BLADE tO ®HV DIRECT MOUNT 1 1 OW n.-r* 6005-T5 ALLOY AND TEMPER ALIFIED F 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BLADE pQ1 •� $ © 6063-T6 ALLOY A D TEMPER Ir 6063-TES ALLOY AND TEMPER 3.226` 1.500' .12a' U85" R 670• y� 2.670` 3.556' '� ) .gga• 67 1.000' .670^ ,'�., o !oJ',+A• O7 .072' o 84 2 B1 092' aa6' 212 R� o 'a7s" 0.072' 007 HV ADJ. ADAPTER WfIP .920 322 . . 6' QUALIFIED FOR USE'W/ HV ®HV WALK-OVER TRACK ®HV M. FLOOR TRACK BLADE 10 QUALIFIED FOR USE W/ HV 0 HV TRENCH TRACK 3.750 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/HV 6063-TES ALLOY A D TEMPER BLADE( ONLY. HV RAINGUARD BLADE(D Q063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ 6063-T6 ALLOY AND TEMPER 'r VARIES "t 1.936" BLADE 1 1' 1.915" c VARIES 1.936' - TEMPER Max. ax. • 1.91,7' , `o 083' 083' 083' ° '0�" 093' .093^ _125.100tY _ .060' .060^ o .093" ,093•. ,4 .060^o :? 670 6'r 670 1.686' " 0�-1A 670 3.520' 5 670 11 HV CEILING HEADER HV HEAD/ER/SILL 13 HD CEILING HEADER/SILL Q IFlED FOR USE W/ HV BLADE(i)ONLY. QUALIFIED063-T6 ALLOY AND TEMPER QUALIFIED QUALIFIED FOR USE W/ HV BLADE(D 14 HD WALL HEAD WILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER - BLADE0 ONLY. 6063-T6 ALLOY AND TEMPER T > COMPONENT A B T1 T24- �:) MN.%MN.Y MN.tt' 1' 0.062^ 2' 0.125° 2" 5"MAX. 1/8` i/8" 3' 0.090'2- 5"MAX. 0.192` 0.192`QUAu usE w/ Hv ALUMINUM ANGLES ,� z.s" 7•MAX- 0.190' 0.190BLADE01QUALIFIED FO USE W 6063-76 ALLOY AND TEMPER B 2` 0.131"-16 ALLOY AND TEMPER FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY, INC. 13ERTH A HVTM Accordion Shutter System ® ® ® H.v BLADE,w/oR w/o Kv w NDow amE =k= American Shutter Systems ZEV.N DESCRIPTION DATE DRAWN BY: M.L. TIWT TESTING & ENGINEERING COMPANY SSATE DF 6355 N.W.36th.SL.Ste.305.MRGINIA GARDENS.FLORIDA 3316 ASsoclation, Inc. t OLD 11-192 4/13/15 DATE: 4/13/15 Ph.-:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No O FCDRID •'S\� e-ma6:hlteee®aalcem West Palm Beach. FL 33407 3 15-085 i ��'•• •�� EB-0006719 ,SSIONA�.�.�,%` WFuioRlDn v U 4416P7E 5 SHEET P.E. 5��1/�GfY415"�RE/DATE 6 2 OF 20. 4.660• .929' 4.5 6' .745• 2.293' t/4'-2Da1/' THREADED O CASE 4.33. FIAT S.S.M.S. 1HREADm HOUSING FNED 1 4'-20 2.293° .745' SS.MS. BAKED'PAINTED FADED DIE CAST 3 hp0 m p (2 TYP.) HOUSING FRED 40• 0 0. ry m I&AKEL PAINfFD- Y�J ' 3113 m M w06TURN 0 .0 •O m N n N sem, osz' _ . n O m n M M -875` oQ.a`t• n .318 DDi BRASS CfUWER t4_ - a &KEYS E (CHROME PLATED) PLATED) 21 HV CENTERMATE yy'�� ss, os" 1.325 a ® V O ® HV EGRESS LOCK LIMED FOR USE & T�A ONLY HV FLOATING 'ENTER /TE 0. 3.023' S' o QUALIFIED FOR US HV QUALIFIED OR USE W/ HV -T6 ALLOY AND TEMPER QUA ED FOR USE W/HV BLADE(j)& to ONLY BLADE ONLY. BLADE 1)&®ONLY. 6063-T6 ALLOY AND TEMPER (2� HV CORNER CENTERMATE. Q ALIFIED FOR USE W/ HV BLAOEO ONLY 250.O.D. 1a" 2.874• 6063-T6 ALLOY AND TEMPER P[ASOC HEAD MOLDTO [[['''III518III•��� ED 1.756• .922" 4.045• -=2 SCREW 2.079' 7.753" •o .H360"AFTER RIVETING 1.000• N p6ti o .825' -00. BEFORE RIVETING _ N . o °0 1/4"0-20 RIVNUT* S.S. Q� THUMBSCREW N r m *SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN 2 I I 2_75U• I 622• SHEET NIITSQiT.PART E 0620,AS MANUFACTURED BY AYD0. PLAN `7 FRONT FIEVAHON "' " LOCK C LATER ATE 0.666' " " CHERRY TFMORN,PARSIPPENY,NEW JERSEY 07054 OR EQUAL. ® � " " HV T LOCK ® HV ALTERNATIVE LOCK ©7 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY ® HV FEMALE T LOCK CENTERMATE ® QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ FP! BLADE 7Q ONLY 6063-T6 USE AND TEMPER QUALIFIED FOR USE W/ HV BLADE ONLY QUALIFIED BIADEQ) ONLY. BLADE(1)ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' .5' 1.917 t-1.917• 3.167 .0 3' °+ 2 D THUMERIRN m .063' • 1 (.YONDER OR 214•m .083 .062' KEY CYLINDER 214' = 12 545" n 0.875'Min. 1 .125"Max. 31 HD CE TER ATE NO LOCKING ROD ® HD CENT R ATE W LOCKING ROD - .4D m OQQ 0 QUALI6IEDD-TB ALLOY AND TER FOR USE BLTADE & A QUALIFIED FOR USE W/ HV BLADE(j)& 1A HD CENTERMATE'S INSERT 804 6063-T6 ALLOY AND TEMPER m o VARIES. 12"MIN. QUALIFIED FOR USE W/ HV BLADE 9&0 t/4'0-20 Ss.oR 3/6'0-16 1.130' 6063-T6 ALLOY AND TEMPER =- _ THUMBNRN ACETAL THUM69CREW5. 1.1/2' - CYLINDER (SEE DETAILS DO _ OR KEY 1.57 Min. CYUNl1ER ---- ,n m aE Max. ® LOCKING ROD D vee HD LOCK 375'0 ......CCCCCC����Q 6063-T6 ALLOY AND TEMPER 6 WV 3/8"�-16 ACETAL 3 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. Q u,JINSfALLATION WILL REQUIRE A 7/16° HOLE THUMBSCREWS 'QERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 7O& OA DIIFFILLED AT TRACKS FOR PROPER EMBEDMENT , BLADE 1O QUALIFIED FOR USE W/ HV BLADED FLORIDA BUILDING CODE(Won High velocity hurricane none `����• •:••� �i�� ©2015 EASLERN METAL SUPPLY,INC. �� '•• 1/ '. WI�Imo®®®q�p,pp p �,p rrm✓ELQT14 Y HA H� Q�!•'��JEPISF •. TM Accordion Shutter System American Shutter Systems TILL IT TESTING & ENGINEERING COMPANY Y fv.rc DscaPnox DATE DRAW" Em M.L. S 14� Association, Inc. 1 oLD 11-1sz 4/13/15 DATE 4/13/15 i A•. Q`•^_ 6355 N.W.36th.St,Ste.305.VIRGINIA GARDENS,FLORIDA 3316 �_•. F0�1` one 4268 Westroads Drive 2 t Ph (305)671-1530.Fax (305)071-1531 DRAWING NO •••......•��`��� ,-mae:6lE�a®aal.eom West Palm Beach, FL 33407 3 SSION A� .•� EB-D05719 4 15-085 ��fit,$ flow777tN\ WALTER A.TIWr Jr.P.E. 5 SHEET P.E_ SEAL/SIGNATURE/DATE FLORIDA u`•g 4x157 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 0, H Vq; 3/8'•0 12 I PCE 6 HV BLADE 1 `t0 TO BLADE® 1 GE 1e75"r EK BHIOR ® HV BLADE 1A ! HV WINDOW BLADE '0625" `FGTGN x-x •aszs .'0626 ® HV LONG RECESSED NYLON BUSHING x IIT h IBLADESE "0 OPENIN 0625 1875• Y 3 t= N (TYP) 0.0625" HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER OR ® y 0 i ! �T PO oN ON Rl 75�/ 3 50' ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I N 4i qp ! ///02. 750" X 0.870"x3/16"THICK NYLON WHEEL 3 I I, 0�1 HV WINDOW LE N 2 7/8"MIN. 0.188"0 AISI 302 SERIES S.S. RIVETS i 315'0 SEPARATION SON O6�" 062503.00 3.7500" ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR 1 f j oBLADEs f 5 3/4" SFCnON Y-Y 4 `fop ON C TERS n*+ .7500• ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD q1 4 " o 2'1/e "HOR EIMMON CLEAR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW _ ! I1 B TT WEEN TYPICAL, HV WINDOW BLADE 1nA AND I I; POLYCARBONATE HV WINDOW DETAIL ® (DOR ® ® or ®3 3 ((SEE NOTE FOR I ! kEQUIREMENTS) i 100R ® I �cPOLYCARBDNATE IMPACT RESISTANT HV WINDOW I BAYER MAKROLON 3103 POLYCARBONATE RESIN HV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR Y I 1To eluDELEIBGDE M INNOVATIVE PLASTIICZEL.EXA N1030 ESINBIC i,r1, ,rl ! i i �� i I 0 OR ® I (SEE NOTE F" ON SHEET 19). ELiLto1L>1ri ! i 0 (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR (3�4 N13o ; BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 0 I'I I POLYCARBONATE SOURCES FOR 44 HV @ BLADE. TYPICAL SHUTTER ASSEMBLY EXTERIOR �PROPFRI6 PPUoAMFTYPIC STANVRD N.T.S. - HV PIN 420 R 43 AT (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXT IOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 00.324BLADE'S KNUCKLE. BmsTrel (SEE NOTE*FOR SPEMC GRAVITY ASM 0792 0.043 IbAI' M043 1b/u1 BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. R. 3 REQUIREMENTS) TESIUN �- IT- ® 1 TEN9IE YIELD STRENGTH A5111 OGS9 9A00 Rai. 9,SW Pmf. FLEXURAL STRENGTH AT YIELD ASTM 0790 12,500 PaL 13,400 p-L (3) HV PIN © OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® I j FLEXURAL MOOMS ASM 0790 340.000 P.4.T. 34S,000 pal. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X > ! II Immo SHEET ® 1 wmcRm zDD ASH MS. 18 Fr-mf 17 FT-/ j min IHc x,,.^.�nrv+� WHEEL CARRIAGE DETAIL SMOKE DENSTY ASn4 02843 476 x 846 x MWN_T.s. ASSEMBLY LAYOUT RATE of BURNING ASTM DWS C-1 CLASS D-1 CLASS N.T.S. SERF mrnou ASM-01929 104D.F 980"F )S ASM 6155 TENSILE SMENGM AFTER m1me""G ASM 639 9302 TW. 9840 P.nL nHb BLADE SOLID & HV WINDOW BLADE DETAILS TEM9LE SME55 BEFORE%ZVHFNG AM 636 6461 psi 8860 psJ. N.T.S. FLORIDA BUILDING CODE(bon Nigh Velocity !Hurricane Zone A. 7.fill, � ©2015 EASTERN METAL SUPPLY,INC. A L E C® e aalc ® ® ® Accordion Shutter System H.V.MADE#r W/OR W/O KV WINDOW BLADE �!("' = American Shutter SystemsEy,x DESCRIPTION DATE DRAWN Be ML TILUT TESTING do ENGINEERING COMPANY Association, Inc. , OLD iT-1 sz 4/13/16 DA 4/4/13/15 O•• ATE OF _ 6355 N.N.J618.SL,Ma 3W,VIRGINIA GARDENS,ROwDA 3316 PMne:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No pRIDP ��`� a-4T,L Lift— -1-9 West Palm Beach, FL 33407 3 rj-085 •�� OF GER-0006719 4 ONA 'ENG%"" WALTER A.11LL1T Jr.P.E P.E.VWffl 11W%RE/DATE FLORIDA Lt.. 6 44167 65 SHE OF 20 i ®•®� C1 ©�� 0.0m t®�°" © * N HV LOCKS A ONTERMA a e c G ®t® u N s 7 u ®"lJ�` �� 1.MANDATORY CONDITION i1:ONE HV LOCK® ®SHALL BE USED AT 1/2 OF'SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE ORB OW 2 OF SHUTTER SP FOR SPANS UP TO 105",AND FOR INST TIONS T ANY ELEVATION. HV LOCK or MAY BE USED AS INSIDE OR OUTSIDE LOCK,ATTACHED TO OR CENTERMATES W/(2) 1/4'0-20 x 1/2"LONG HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Om®m •IF DESIRED BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16 m+ LO AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR SHALL BE AS INDICATED ON NOTE(1)ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. °Bp 3. OPTIONAL CONDffiON $7 NALD ONLY WHEN MANDATOKY CONDITION Al OR LIMnED MANDATORY CONDITION $2 IS USED�yIhWD H.V. LOCKS): LOCKING RODS®ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 0 40R 256 ORO qR®a °R® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS® OR AN ALTERNATNE DEVICE y MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATORY CONDITION i2.ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN 1�SB�I Cy 11 o e AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, EH ATTACHED TO®CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS Nx-xvc AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. in> o MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. o ® 2 g S. #= o� a o �» F3 • ONE ALTERNATE FIV LOCK Zq MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND Qj ory1025 IN ST TIONS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS AN NSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4.0-20x3/4'S.S.THUMBSCREW TO©OR®CENTERMATES SHALL BE MADE W/1/4'0-20x3/4"ALUM. xoo-xvD gz�mg —y p g� RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION &3 FOR KEY4rONE MOUNDNG INCT UMO c• ONE HV LOCK® or @ or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK® or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2"LONG FLAT HEAD S.S. CSEE END-J M ONNECTION OR.®OPON OF LOCK SHALL BE BOTTOM IS COMPLETELYASIINDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ®W/ DETAILS ON D F E K SHEETS 10 8, is HEIGHT FULL 11 *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1.SErVJt<'D�7ERNATE TO M,"4'OATORY CONDITION a1 VAUD ONLY FOR W'T"LO[`v�( AND CENTERMATES G.4 AND N0�1n MD CENTERMATE R ONE ALTERNATE HV'T'LOCK MAY BE IN ALLED IN LIEU OF HV LOCKS OR®FOR ANY SPAN AND ©°R®°R©•O°"®oR 10•13 OF LOCK IA CL DES USING REINFORCING T ANY ELEVATION. AL LOCKERR V,AS SHOWN ONE LOCK _tAAY BE USED AS ASECTION HVG, SINSIDE OR HEET 9.WHICH IDE LOCK. �MUST BE 10•15 eR�•O3�+7�+1©DR CONNECTED TO CENTERMATES®AND®W/ 1/4'0-20 x 1 1/2"LONG S.S.THREADED BOLT W/ 7/8"0 x 3/32" WINGNUT OR W/1/4'0-20x1"S.S.M.S. INTO A 1/4'Ox 5/8"RNNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12" OR MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. + 8OR1 • 8m8 + 7O ®+®°"09•©3 eR t 9+Q�t©+® ' NOTES ON HD LOCKS & CENTE MATES: n 1.BD } (D /W: ONE ALTERNATE HD LOCK MAYBE USED IN ILEU OF C:::TYPICAL n HV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3#8 x 3/8'F.H.SS.MS.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HOB-HVB AND HOO-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPnONAL FLORIDA BUILDING CODE( on igh elocity Hurricane one 0�R P.Tj�"'/ © s�P\''• \ E ',,�p�, 2015 EASTERN METAL SUPPLY,INC. BERRNgiH3TM v — 1 ECO , C Accordion Shutter System H.V.BLADE#1 W/OR W/0 FLV.WINDOW BADE American Shutter Systems qEv.N DESCRIPTION DATE DRAWN M. M.L. TILLIT TESTING & ENGINEERING COMPANY ? a= STATE OF 6355 N.W.36tm St,Sim 305,VIRGM GARDENS.FLORIDA 331a Association, Inc. 1 OLD 11-192 4/13/15 DAZE 4/13/15 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No .<'•• ORS a-men:elteeoaeel.eem West Palm Beach, FL 33407 3 % E �� WALT 3t A.-00 Lrr 671Jr.P.E 4 15-085 ,� NAL N���` FLORIDA Lk.#44167 5 SHEET P.E. SEACnIGN�IURE/OATE 6 5 OF 20 CREPE ANCHORS POURED CONCRETE POURED POURED SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE ( REQUIRED 1/4'0-20x3/4"S.S. CONCRETE REQUIRED SHEET 13) CONCRETE ANCHORS MACHINE SCREWS REQUIRED FOR (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS 1 18 R A�Y .KE(SFE MOUNNNG®ON SHEEP 7) SHEET 13) NUTS 0 12"D.C. (SEE SCHEDULE ON SHEEr 13) MT.- 1/4'0-20x3/4"S.S. Min. OR 14JE. E EQ MACMNE SCkEWS E Q USING 1/4'-20 NUTS12"O.C. E D.* .250'Mox. 13 OR315 I .250`Max. I `� IMOx. \II II OPTIONAL I I t i l I �OPRONAL 'I' Tiar(s'�p I I t I i ' ' U5N5--Ii-taOn c�m®woi i 1 i III l i 1 SEPARATION OR ®♦ EXISTING SCHEDULE ON SHEET IXMIN.SEPARATION TO GLASS I 1 (SEE SCHEDULE ON SHEET 11) III I EXISTING r i GL"Ss f ©HV WALL HEADER INSTALLATION Q HV WALL HEADER INSTALLAT101y HV WALL HEADER INSTALLATION + KEYSTONE MIN.SEPARATION TO GLASS ���ON ousnNc_, (SEE SCHEDULE ON SHEEP 11) 1 I I I I 1 OR I III I 1 ro ais(� I I III I MIN.SEPARATION TO GLASS I I GLASS I �so¢nute al stEr i�i IIIi �`(SE E SCHEDULE ON SHEET 11) 1 11 FOR SAVE ON SHEET lug I BLADES mad {rye ' I E111 G i II.I OPTIONAL E till liiil I I I OPTIONAL i I 1/4 13 aB 15 II E.D.; i i I I D. --- T CIE i t /2' --- 19 * EO EQ 1/ c-- 13 OR 15 1" ---- 1 Z OR® _-_ 1/4'0-20x3/4"S.S. Min. EQ Q PHILLIPS TRUSS HEAD 1/4"0-20x3/4'SS.PHIWPS 17 O 1$ MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS CklQRS 1' 1/4'-20 NUTS® 12'O.C. (SEE SCHEDULE ON W/1/4'-20 NUTS® 12O.C. POURED CONCR (SEE SCHEDULE ONZHEFrr 13) Min. POUREDC ET04CRETE BLOCK SHEET 13) OR CONCR LOCK C NCRETE ANCHORS REQUIRED WALL RE FRED Op HV WALL SILL INSTALLATION (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION I�� A A A �A� NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS YY 1-SEE SHEET 4 FOR TYPICAL SHUTTER *E D.-EDGE DISTANCE SEEOF 22-SEMBLY MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) C• BLADE M AAONNSHE ETU19 FOR � H\/ BLADE 1 A®C IN ANY WAY TO SUR ANY INSTALLATION. "J 1�T9 BUI L L1ILI711T7 FLORIDA BUILDING CODE(Non High Velocity hurricane Zone ````��,`�R..:•.���/T���i' ©2015 EASTERN METAL SUPPLY,INC. 13ERTHA HVTM �- Aa m Accordion Shutter System * _ KV.RADE#1 w/OR W/O KV.WNDON BLADE �� /,� = American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: M.L. .a'. - TILLIT TESTING & ENGINEERING COMPANY SAT 0' �; Association, Inc. I OLD 11-192 4/13/15 GATE 4/13/15 9'•, 8395 N.W.JSU.St,Ste 341,W G9LA GARDENS,fLGROA 3716 4268 Westroads Drive z y Phone:(30.5)871-1530.Fax:(305)871-1531 DRAWING No � a-Ines:tiEtemeaol.com West Palm Beach, FL 33407 J / NAL iG',G��`\ WALTER A TTLUT 006719 P.E. 4 15-085 P.E. SEALJS1t�1NATURE/DATE FLORIDA Uc Q 4}767 a SHEET OF 20 POURED CONCRETE ANCHORS NEW.SEPARKRN Is.a E .(SsEtEtT i i i I 1 tVYAR47104 CONCRETE (SEE SCHEDULE ON SHEET 13) TO. E OR EXISTING i SCD(SE HE :oN nt I1 II 1 I I REQUIRED -I I GLASS--` I I i t ' I I EDGE OF 1aN suEtiB F�oR�i I t trw.sTrAtunaN SLAB TO Gess D. APPLICABLE IE GLASSGS� �A1T6m&® �; t \ rl SO¢D�nE \ II I 9 �I II I tI tt I I I I II t I I I I ALTERNATE I tt I i i I I t EXISRNG t ANCHOR 1 I 1 GUS I LOCATION I t I I I t I I I $70x3/4"HEX WASHER HEADI I t 1 11 OR 30 is . 3/e NM. TEK SCREWS® 12"O.C. j EDGE$ SLAB OF I 3/8 NRL CONCRETE ANCHORS I I APPLICABLE t t ©+ 7 (SEE SCHEDULE ON SHEET 13) E I E EDGE OF EXISTING III i i —.R I IlI SLAB IF D. GIASS�i i I E OF I X1/2 �1 ME OF APPLICABLE IF un.Sy�w i APPLICABLE Q. EQ. APP CABLE POURED POURED FLAT HEAD CONCRETE ANCHORS samro DLE a(s�EeT t CONCRETE -D. CONCRETE REQUIRED (SEE SCHEDULE ON SHEET 14) ED 11 FLR<>lfrE WANG A POURREQUIRED FLEA AT HD CONCRETE ANCHORS Wi6RET,B t OR ® CONCRETE REQUIRED (SEE SCHEDULE ON SHEET 14) 11 •TRENCH INSTALLATION BlmEsma® VALID ONLY FOR UP TO +70, -75 PSF A.S.D. O HV WALK-OVER INSTALLATION- DESIGN PRESSURE RATING &FOR SPANS PER ® HV FLOOR INSTALLATION t SCHEDULE#3, SHEET 11 © HV CEILING INSTALLATION EXISRNG NN.6F➢APAlION CONCRETE ANCHORS G1A55—I (se To CLAS t CHEDULES— MK sFPNelilox O (SEE SCHEDULE ON / i 'ON SusEr 11) —(yE SaiDmE I I t SHEET 15) 1 4'b �T1a�FORRM . O oN sx¢r i0 I i y I i R SGSTING TECHNOLOGY OR t/4"¢POWERS I 1/;• EXISTING i i ,\ E Gam—mn.SEPAR n ro j I GUSS--� I FASTENERS TAPPER+ANCHORS W/ MAX. GLASS i -ITS¢MHED E on sN¢r tt) I —O I yw.moron,D I I I 1.3/4"WN.EMBEDMENT O 6' O.0t i i I i i I i i I i (sEE sfi�utE ON Sx t t) i i I i up TO w-T sm AND 4.O.C.FOR SPANS LARGER THAN C-0•UP TO 8•-0'MAX APPLY I t I I I MAX I i SEALANT AT EVER!FAStFNFA F1FA0 .4 ^ I I I i I t I MAX. i I I (M.)(SEE NODE ft ON sE'EE f 7 7/2• i t II FOR 11MIpOW6 3/B' p x• //10x3/4'HEXn I I I MAX. IXt tJ I I t WASHER HEAD i I i CONT.SEALANT— Ulm EALANT 1 MIN. TER SCREWS -1 ® 12"O.C. 8 Iii I #14x3/4' Ha(HEAD I I g 1 8' 1 8• (•,'T�'-".. 3 7/4'0-201/4'SS MS lEK SCREWS®s"D.C. ---- ;) / --- i I - ''.:�3 '',• " o T2'o.c / I CONCRETE ANCHORS _ _ 6 +O 3 8 14x3 4"S.D.S. -- - 1/4 , USING 1/4'0-2o Nurs OR 1 4'0-20 S.S. M.S. (SEE SCHEDULE ON 1 7 / ) ®9"O.C. Mak. 'x� W/NUT QD 9"O.C. I a',', ... . 1 SHEET 74) ! ., '• N " EXISTING NON STRUCTURAL 1/2" i" 7 R)S -•+2.OD"MIN.'.'A WAIL TRIM(DECORATIVE ".1.-• ED, SILL) IIt )I EDGE OF $1423/4'F.H.S.D.S. !l t,MIN:::' 01 I,I CONCRETE 1 7/B' 1 7/8l'I APPLICABLE ®B"O.C. „= POURED CONCRETE ANCHORS SEE NOTE 13(b) EE NOTE 13(b) D POURED CONCRETE (SFE SCHEDULE ON ON SFlfa=r 1Y. D. OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 REQUIRED OR CONCRETE BLOCK POU REQUIRED ®KEYSTONE MOUNTING INSTALLATION oPnoNa. RET OK HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MAXOMIMUM ASD.DESIGN PRESSURE:464,72 pet REQUIRED MNUM SHurrm SPAN W—O' HV RAINGUARD INSTALLATION f t-THIS»: INSTALLATION SHALL BE NO COMBINATION 0 F N: s _ REMOVABLE WHEN PERFORMED DISTANCE O ADJACENT TO AN OPERABLE EXIT 6 SEE UMITATIONS OF USE FOR \�� /L 1—SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE 1A ON SHEET 19 INSTALLATION DETAILS Z ® HV BLADE ASSEMBLY INAMOUNTING Y w Y"GTO IT ANY I SrBAENC¶ON_ FLORIDA BUILDING CODE(don High @lelocity Hurricane Zone 2015 EASTERN METAL SUPPLY, INC. `��:� •,.:..... T�,, BERTHA HVTM ALL ® e�e�_ e ® � Accordion Shutter System KV.MADE#1 W OR W/0 RV W=ff MADE American Shutter SystemsN oEscRLPnoN DATE DRAWN BY: M.L. TIWT TESTING & ENGINEERING COMPANY o'• TATE OF ::� 6=N.W.36th St,SM.305,MRGMN GARDENS,FLORIDA 1716 A990CIat1011y Inc. f OLD 11-192 4/13/15 4/13/15 DAT1s Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No F'•., OR •'� o-m 1 Ulteco®eol.wen West Palm Beoch, FL 33407 3 SS�ONALENWALTMA°TLU'�T.P.E 15-085 4 P_E. SE1JCSfu"NA�f 6/DATE FLORIDA u`#44167 c SH�Er OF 20 SEE END WALL CON ECTIONAI ON SHEETS ID & 16 SEE TES ON LOCKING RODS(D,W LOCKS IS°,Q I N r I N STA L LAT I O N S W I 1 H V AND A TET2NATE 14V LACK 0 ON SHELT 5. QUT gp� r�-01 G1A55 BLADE W HV CENTERMATES BLED SLACK DETAIL MIF W H BL FOOC MALES APPLICATION WffH BLPDE 1©°R@°"©*Q7 DR0° OR SEE END WALL CONNECTION +�aR©+5°R©* aR IXISIING GLASS DETAILS ON SNEEM-�� 1©+O] +QOR©+O*1 8 on— E——————————————————————t 2"x2"xI/8`x0'-2 1 I ®445°54 3 1/4' 7' 61/2` 7" (sos3-Ts Alio>7 aLUM. OPPOSING SYMMETRYCAL ANGLE W/(z) 1/4.0)TAPCON I 1/2' M@+@ ANCHORS TO CONCRETE CENTERMATES (TOP/BOTTOM)& #10x3/4'S.M.S.0 12- � CENTERMATES MIN. GLASS SEPARATION (4)#10x1/2•S.M.S.70 TUBE I O.C.FULL LENGHr. W/ HV LOCK o or 1251 W/ HV LOCK a To cuss 3 * 3 (ON SHEE�ETSCHEDULE AT FAC.ANGLE(TYP) 0 ® "R 35* IN 5 0 90 1/ 2" 1/2` O + ® O ® + O � _ Fo-u-T] OR HVA HVB 5°fl®�©O ®°A 10+5°R EXISTING GHVCLASS POURED CONCRETE OR V ——— CONCRETE BLOCK WALL ©+O+'QaR©+(�+'�-•I + aR OR R REQU EO +®OR 5+®OR®+©ORI �——_—_—_—_ r IXISTING 6 ] OR s ] +1$OR r GLASS . O O Q O © I SYMMETRICAL * IN *O*© *O O MIN.SEPARATION 8 + 8°R 9 Z//\F'�j + 3 Da 19* 5 IXlsnnc * To crass _J cuss CENTERMATES 6 © ®DR�+18 aR®+ °R 5 1 W/ HV LOCK 26 OPT10NAL (SEE SCHEDULE —�— — El ©.® -- * q (INTERIOR) O9+©aa 19+O$ ON SHEEP II) MIN. GLASS SEPARATION ® m ro cuss (SEE:SCHEDULE N OPNONAL ON SHEET 11) (INTERIOR) ___—_—_____ _—_—___ - - - 0 UT �IES CONCRETE ANCHORS®V 3 90' `Z m ® 0 U T 5 1/2'MAX.SLACK OUT 3 * 5 (EXTERIOR) HVE HVf** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. TJ1C1% ...... .,• BERTHA H Vi'�p TM P ENC�e Accordion Shutter System 1 E C® I m c. ® ® ® ® H V.BLADE#1 W/OR W/O H.V. N1N=BADE r 7r American Shutter Systems EST•N DESC1aPT1Dw DATE DRAWN 13Y: N.L _ TIWT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/I3/15 o: STATE OF 6355 N.W.36tH.St,Sta 305.MGM GARDENS.FUI A J316 4268 Westroads Drive z �.��� Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No FCORIOP.G��` a-mm®-0008®91—r. West Palm Beach, FL 33407 4 15-085 ..y.L.����`�� wFLORIRIDA u#44167 5 SHEET P.E. L��I&N'I< /DATE 1 8 OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE OURED CONCRETE OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL •BLOCK WALL REQUIRED BLOCK WALLREQUIRED BLOCK WALL REQUIRED REQUIRED WALL. IXISTING GLAS�S( —EXISTING GLASS CONCRETE ANCHOR �IXISTING GLASS —i-— ) / - 2'MIN EXISTING.GLASS ®16'O.C. 2"MIN. r— MIN.SEPARATION T --1'- ) TO GLASS(SFE t MN.SEPARATION SCHEDULE ON SHEET TAN.SEPARATION I MN.SEPARATION EQ '' EQ TO GLASS(SEE 11 FOR S ABE OAS TO GLASS(EE ; TO GLASS(SEE SCHEDULE ON SHEET 1/16"x3'MAX. ON SHFET 19 FOR 11 FOR BLADE DAND SCHEDULE ON SHEET 1 FOR 11 FOR BLADE OAND (6063-T6)CONT. BLADFS O&Q9�J ON SHEET'19 FOR 1/2' ON SIffEf 19 FOR ON SHEET 19 FAR ALUM.CLOSER T—'_ (LOCATE AT \ BLADES 1O& aLAOFs O& EITHER SIDE 1 BIJ+DESO&Q9� PLATE. (LOCATE 1/2 OF 5Q) AT EITHFIR SIDE MIN. 1/2'MIN. OF®) I A.USE 1°OR 2•MAX. #10x1/2'S.M.S. (AS APPUCABLE)x2'x1/8"x0'-2' I #10x1/2"S.M.S. __—___ ® le 00 ALUMINUM CUP ANGLE ® 16`O.C. ----- 4 1 / (6063-T6 ALLOY)AT MIDHEIGHT l (1) $ioxl/2•S.M.S.TOO4& 4 ` / (2)1/4'0 TAPCONS ANCHORS TO WALL cj SEE DETAIL X FO 1 OR ®o El1HERA SIDE OF®)(LOCATE AT ) OR & SIDE CONNECTION 1 OR ®o SEE DEFAIL X FOR 1 OR- TO TRACKS SEE DETAIL X FO ow o• 3 m 4 1 CON ION m6+7 8 m m SIDE 0 ECT w 6,7 m 8 0. ©m® O O O SIDE CONNECTION ® ®"©• ® 1 D+® ®m r0 TRacKs m Qm io+®mQ+®m©•©m To TRncKs 10+®°x� ©•®m 10+©m®.®w©.©m 10•®m©a®m©.®m 6 a . • m 6+7 . 6+ l'.H`®u 1®,®m®•®" ®,®®I©`®mO.®°° (9)-@-&(9)-@+0 m©+® ® ®m® ®m�+®mom OO•®'® ®m'®�m0-® END CONNECTION DETAIL 3 END CONNECTION DETAIL END CONNECTION DETAILQ END CONNECTION DETAIL &REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR �IXISRNG GLASS CONCRETE BLOCK WALL GLASS 4 4 REQUIRED MK SEPARATION #1 1/2'P.M. D ----------- _ ___ TO GLASS(SEE ® 16• .C. hM SFPARAMoN Y ------ C SON SHEET CHEDULE RANO CONC ETE 1/2"MIN. TO GLASS(SEE _____ ____ F) OR®ORQOR ON SHEET 19 FOR ANCHOR 0 S1C1 F�B[AADDE�AND _____ _ QOR©OR(qOR(5 CONCRETE BLADES(D 1z• o.c. 5 e o60& 4 --- -- -FOR OR 1© ANCHOR EQ 16' 1 2'MIN. O.C. - 4 _1 2'MIN. 2"MIN. 2'MIN. O SEE LIMITATIONS OF USE FOR Y 5 BLADE(DON SHEET 19 Q OR 1 3 OR(qOR(gOR(9 VIEW 1 OR W PLAN 1 ®' ©m®m© pi m®m10•®m DETAIL X OR _� POURED CONCRETE OR a®m©•Om 8Q 10 ®® END INSTALLATION CONCRETE BLOCK WALL 10+®®�•�©+©" REQUIRE 0.640-540- ©.p.©m©.p,®m 1 W BLADE INTO p.®mom+®m®+®�, ©+pm®.®m�•� CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIEND CONNECTION DETAIL© mp FLORIDA BUILDING CODE Rion High Velocity Hurricane Zone T4""',� ©2015 EASTERN METAL SUPPLY,INC. S'.:v9: BEIRTHA HVTM \GEN _ — , �: � H Accordion Shutter System ¢/ � ® . c ® ® ® H.V.R.ADE#1 W/OR W/0 H.V.WINDOW IKADE 71LLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV-He DESCRIPTIDN DATE DRAWN BY: M.L. STATE OF 6355 NX 36th.St,Ste.305,VIRGREA GARDENS;FLORIDA 331 AS$GOIOtICn, Inc. 1 DID 11-192 4/13/15 DAZE 4/13/15 .' Phone (305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No J�.<ID ` a-mal®uou sG.W.— West Palm Beach, FL 33407 3 15-085 S/ON AL �� WALTER A TRLr Jr.P.E. P.E_��5�1`lLIP-9 rURE/DATE ARIDA u�.#aa1s7 8 SHEET OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN'' "L+" OR 1-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+" * 0 (ft.). FOR INSTALLATIONS W/ CA OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS IN4TA AL T1oN I FCENO CENTERMATES. ® &® or or INSTALLATIONS W/ W SYMMETRICAL CENTER CONCRETE & (1)L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE N.V. LOCK ® or ® or�or gS„�fi ® MANSORY WOOD POSITNE A.S.D.DESIGN PRESSURE RATING. ®® �- 8c W/ ONE HV LOCKS HD LOCK ® W/ NO LOCKING RODS or ONE HV LOCK or or L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV "T" W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, B. C. D, E, M. N, 0, P. D, A.S.D.DESIGN PRESSURE RATING. ® ® ® ODS MOUNTING F, K & L R. S. &V. LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES f.tt) (VALID FOR MOUNTING II (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES t.tt SHEET 7) FLOOR/CEILING G. H. 1, 11, J T, U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: //�� CONCRETE&WOOD MOUNTING CONCRETE&WOOD INSTALLATIONS V .I Sr CATIONS CONCRETE & M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, q,IL4=U.,jOry Asp puE9l AS.pppE4cN INSTNIATIONS PRESSURE WALL MOUNTING FLOOR/COLING PRESSURE WALL MOUNTING PRESSURE Fl.00R COLING MOUNTING DETERMINE MAXIMUM SPAN `L+" FROM SCHEDULE. RATING RATNO & RAMG / GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (P�r) MOUNTING (Ax c) FLOOR/CEILING MOUNTING (P-f. OR DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE. (+OR-) (+Ofl-) (+OR-) FLOOR ALL NOU NG �L L+ (ft) L-(N L4 (ft) L-(9) L+ (8) L-(ft) L+ (ft) L-(ft) V MAXIMUM SHUTTER SPAN "L+"OR "L-"FOR 30 OR LES 16'-0" 16'-0" 16'-0" 16'-0' 30 16'-0' 16'-0' 30 16'-0" 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psf.A.S.D. DESIGN PRESSURE RATING. MINI DETERMINED SPAN BETWEEN "L+°AND'L-". 35 14'-10' 14'-10" 15'-2' 16'-0' 35 14'-10" 14'-10" 35 15-2" 16'-10' 40 13'-1.0" 13'-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' 73'-1" 45 13'-4" 14'-3" t HV CORNER CENTERMATE()3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-B" 13'-7" 50 12'-5" 12'-5" 50 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-t0" 11'-10" 12'-1" 12'-11' 55 11'-10" 11•-10" 55 11'-1" 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 it'-+" 11'-4" 11•-7" 12'-4" 60 11'-+' 11'-4" 60 10'-2" 10'-11" NOTE$5,SHEET 5. RATING: DETERMINE: 65 10'-.-10' 10'-10' I1'-1` 17'-11" 65 1 10-I0" 10'-70" 65 9'-5' 10'-1" L7+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" 10'-6" 10'-9" 11'-5' 70 10'-6" 10'-6" 70 8•-g" 9-4' L2+=MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-1" 10'-1' 10'-4' 11'-1' 75 10'-1" 10'-7" 75 - W-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN"L+OR INSTALLATIONS. 80 W-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 PRESSURE 85 9•-6" 9'-6" 9•-9' 10'-5" 85 9'-6' 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" 9'-3" 9'-5` 10'-1" 90 9'-3" 9'-3" SHALL BE LIMITED AS FOLLOWS: DETERMINE. j g•_0" 8'-9' 9'-2" 9'-10" 95 9'-0" 8'-9" 1- CONNECTIONS TO KEYSTONE MOUNTING LI-- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 8'-9" 8'-4' 9'-0' 9'-7' 100 8'-9" 8'-4' LIMITED TO +64,-72 p.s.(. AND 8'-0' SPAN, SEE L2-=MAX.SPAN FOR FLOOR/CEILING MOUNTING 1 MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11" 8'-9" 9•-4' 105 8•-7" 7'-11" 110 8'-4" 7'-7" 8'-7' 9'-2" 110 8'-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 6'-2" 7'-3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "L1+', "Lz+"• "L1-"AND••L2-" 120 8'-D" W-11' 8'-2' 8'-9' 120 8'-0' W-11" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM - - - - 125 7'-10" 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5" V-10" 8'-1' 130 V-8` 6'-5" PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR WIND ZONE MINIMUM SPACING. 135 r-7" 6-2" 7'-s• 7'-9` 135 7'-7' 6'-2' SEPARATION 140 T-5" T-11" 7'-7" 7 T '-8" 140 -5" 5'-1r S ASTM E-1996 E GLASS 145 7'-3" W-9" 7'-5' 7'-3" 145 7'-3" 150 7-2" S-.7" 1 7'-4' 7'-0- 150 7--2' 5'-7" 155 7'-0" 5'-5" 7'-2' 6'-8" 155 7'-0' 5'-5" 1 THRU 3 1„ 160 W-11" W-2" 7'-1' 6'-7" 150 W-11" 5--2- 165 W-10' 5'-1" 7'-0' W-4' 165 V-10" 170 8'-9' 4'-it" 6•-11' 6'-2" 170 6'-9" 4'-11' 175 6•-7" 4'-9" 6'-9' 6'-0" 175 6'-7" 4'-9" 180 W-6" 4'-8" 6'-8" S'-10° 180 6'-6' 4'-8" O BLADE- 190 185 6'-5" 4'-6" 6'-7 '- " 5'-8" 185 65" 4'-6' 6'-4" 4'-5" 6•-6" 5'-6' 190 6'-4" 4'-5" 195 6'-3" 4'-3" 6'-5." 5•-5" 195 fi'-3" 4'-3" 200 6'-2" 4'-2" 6'-4" 5'-3" 200 W-2" 4'-2' 205 6'-1' 1 4'-1' 1 6'-3' S'-1' 205 W-1' 4'-1" FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. A,1,rrL��T,,,, BERTHA H YS TM ' � �L E c® �Ily c A w S �.ccor1 OR Shutter System , E I{v W I�AOE�i w/OR w/o H.v wlrmrnv BLADE AmeflCan Shutter Systems REV.N DESCRIPTION DATE DRAWN BY.MaY.L_G. TILLIT TESTING & ENGINEERING COMPANY AssOClctlOn, Inc. 1 OLD 11-192 4/73/15 DATE a/13/15 6355 N.W.36th.St.Sta.30.5.VIRGNIA GARDENS.FLORIDA 3316E 4268 Westroads Drive z 2 Phona:(305)871-1530.Fax:(305)871-1531 DRAWING No e-man:6l,eca®aoLcom West Palm Beach, FL 33407 3 15-085 O'•.FLORIdP �� EB-0006719 WALTER A TILUT Jr.RE 4 FLORIDA U.P 44167 6 SHEET E/DATE 6 11 OF 20 1 1 � � :111. :I� :.1 _ 1:: . 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WAITER SPAN. 't:.SPECIFICATIONS--O-N-A-NC-H-OR-REQUIREMENTS:POURED CONCRETE ORCONCRETE BLOCK SUBSTRATES AS.D. DESIGN W G MD A CORHERPNIIING MOUNTING TYPE FOR CONCRETE OR CON013E MM NSTM-LA71ONS (SEE MOUNTINGS E,G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS. POUND E EC POURED WANE (A) TO EXISTING POURED CONCRETE:(Min.V.=3 ksi) 1W0MUI1 @WALL SILL MOUNTING ©CEILING MOUNTINGHO FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEY (Min,rc=3 ksi) SPAN ANCHORS SPACING LEGEND - 1/4.0 x 3/4'ALL POINTS SCUD-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.V.=3 ksi) (ft) .DESIGN MTANE PIISAP,E PAONG W kW.DESIGN t1EWNE IDD W)kSD DESIGN!NETANE P 11NG W 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min. f'c=2 ksi) 30140 160 175 190 120 160 205 30 40 60 75 9(120 60 205 30 40 6D 75 0 120 0 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW.SOLT&SPECIALTY 14 t2 10 s a 8 s 5.5 to 72 to s a 'e e e 14 72 70 9 a s g TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 3'-0' 14 12 10 s 8 8 6 6 14 12 10 9 8 8 6 6 14 /2 10 s 8 8 6 6 TAPCON TECHNOLOGY (Min. f'c 3 ksi) OR 14 72 10 9 8 8 6 6 14 12 10 9 6 8 6 6 14 12 10 9 8 8 6 5 B POINTS STUD-SET 14 12 10 9 8 8 6 7 14 12 10 9 8 e 6 8 14 12 f0 9 8 8 6 6 BLUE TPP'W/CAP NOTES: 14 12 la 9 e 7 55 35 14 72 10. 9 8 e 8 6 14 12 10 B e e s 5 TAPPER+ A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2•. 4'-0' 14 1210 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 B 6 55 14 12 10 9 8 8 6 4 14 12 10 9 8 8 645 to 12 70 9 8 6 .4 35 A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS STUD-SEr ANCHORS SHN1 BE 7/8'INTO THE POURED CONCRETE.NO-EdBEDMENT 14 12 10 s 8 8 6 4.5 14 12 10 9 B 8 8 5.5 14 12 10 9 8 B 6 45 INTO STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHAD.BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST;AND 14 12 10 1 9 17.5 55 35 -114.12110 9 8 8 6 5 14 12 10 9 D. 7 5.5 4 O SEE It4RATI0N9 OF USE FOR BLADE IA arl sHEErT 1'MINIMUM FOR WALLS WITHNO STUCCO. 14 5'-0" 12 10 1 9 1 8 6 6 6 14 12 10 9 8 8 6 55 14 112 10 9 8 1 8 1 6 45 Is Q 14 12 t0 9 8 7 4 - 14 12 10 9 8 6.5 5 35 14 12 10 8 6.5 5 3.5 3 A3)IN LASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 0 8 76 a.5 - 14 12 10 9 8 8 6 4.5 14 12 10 9 8 5 4.5 3.75 ANCHORS SWILL.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FlNISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 7.5 65 45 - - 14 12 10 9 8 75 5.5 4 14 12 10 9 8 6 45 35 NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON"ANYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 10 9 a 8 6 - 14 12 10 9 8 8 6 5 14 12 10 9 8 65 5 3S INSTALLATION INTO EES WITH METAL STUDS SEE SHEET 20. 6'-0' 14 12 10 9 75 55 3 - 14 12 10 8.5 7 55 4 3 14 12 8 65 5S 4 3 - t4 12 10 8 8 6 - - 14 12 10 9 8 a5 5 3.75 14 12 10 LS 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) ' 14 12 8 6.5 5.5 3 - - 14 12 10 9 8 6.5 46 3.5114 12 10 8 7 5 J.5 3 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX. f4 12 t0 9 e e - - 14 12 70 9 e 7 5 4 14 12 '10 9 7S SS 4 3 - 1/4'0 x•3/4'ALL POINTS SOLID-SEr ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 7'_0. -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC_ 14 12 10 8 6S 4 - - L 12 9 7.5 6 4.5 3.5 - 14 0.5 7 5S 4S 3.5 - - 1/4!'0 TAPPER+ANCHORS AS MANUF=ACTURED BY POWERS FASTENERS,INC.•AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 1M1 72 10 B.5 7 4 - - 14 12 10 9 75 4 - 14 12 9 7 7.5 - - - 14 11 7 55 4S - - 14 72 10 9 7. 5 4 - 14 12 s 7 6 4S 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 8'-0'01 14 12 10 9 8 6.5 - - 14 112110 9 8 6 4 - 14 12 10 8 6.5 35 - NOTES: 14 12 8:5 7 55 3 - - 14 12 8 6.5 55 4 3 - 25 BS s 5 a 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,_BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON to t2 95 7S 6 - - 14 12 9.5 B 65 5 - - 14 12 8 6 8.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 13 9.5 a5 5 3S - - 14 12 10 B 6.5 5 - 14 12 B 6.5 5 4 9._Da 14 12 10 9 8 - - - 14 12 10 9 z-_5 4: - - 14 12 .5 7 5.5 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SCUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 115 75 6 4 - - - 14 11 7 55 5 3.6 - - 1t 8 55 45 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 14 12 8 6S 45 - - - 14 12 B.5 7 6.5 4 - - 14 10.5 7 55 6 45 - ENLIST,AND i"MINIMUM FOR WALLS tYflti NO STUCCO_ 116 8.5 56 4 - 14 12 9 7 8 4.5 - - 14 11 7 5.5 45 3.5- 1 0.-0. .510•-O' 14 12 TO 9 7.5 - - - 74 12 10 8' .5 5 - - 14 12 8 6 5 4 - - B.3)IN CASE THAT PRECASr STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE E)GSTNG WALL OR FLOOR, 14 Dos 7 5 3S - - 73 95 65 5 4 3 - 14 75 5 4 3 - ANCHORS SHALL.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FIMSHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 7.5 55 - - 14 115 B, 6 5 4 - - 25 95 6 5 4 4 NOTES B.1)&B2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR BFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 0.5 8 5 - 14 12 8 a5 5.5 4 - 13 10 6.5 5 4 3 FOR INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - - 14 12 9 7 6 4.5 14 10.5 7 5.5 45 3.5 - - 25 95 5 - 12 9 6 4S 4 3 - 9 7 45 35 3 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 2 711 7 - - - - - 14 10S 7 5.5 45 - - - 1.5 85 5.5 4.5 3.75 - - - 14 7 7 - - 14 115 7.5 6 5 - - 12 9 6 4.5 (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12•-0" 14 12 f0 - - - - 114 12 8 6.5 5.5__ - 13 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 11.5 2.-S 4.5 - 8 SS 4 S5 - e B 4 3 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E 0.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 13.5 95 6 95 65 5 4 - - 0.5 8 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 65 - 10.5 7 55 4.5 - 11 BS 5S 4S 3S - REDUCED SPACING OBTAINED LASING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 14 12 - 11.5 7.5 6 5 - - - 12 9 6 4S 4 - - - FACTOR 05 8 - - -- - - 75 5 4 3 - - - 75 s5 4 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER.+ 2S a5 - - - - - 9 6 45 4 - - - 95 7 5 4 - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP a 6 - - - - - 95 65 s - - - - O5 75 5 4 - - - - HV BLADE OR DICTANCE THREADFORM TECHNOLOGY MIN.SPACING 14'-0' 14 12 = - - - - 105 7 5.5 - - - - 0 85 5.5 4.5 - - - - E.D. MIN.SPACING=3" MIN.SPACING=3' MIN.SPACING=3 1/2• MIN.SPACING=3' 3 3/4" 4' 10 15 78 - _ _ - - 8 5.5 45 - _ _ - 9 BS 45 3 - _ _ _ ') HV BLADE VII POURED CONCRETE B & pD.RED CONCRETE CONCRETE 2UM POURED CONCRETE& F ONCRRED CONCRETE BLOCK �M-3 11r N% 2Ilt t2Da( 7.5 - - - - - - - 12 9 6 - - - - - 94 7 4.5 - HV WINDOW MN ED.-.T L7fL EA=31 MN.ED.•3' 14 - - - - - - - 3.5 10 6.5 - - - - - 0.5 B 5 - - - - - BLADE WORKING 3" 1.0 0.90 1.0 0.78 1.0 0.67 1.0 15'-0' 2 1/2' - 0.81 1.0 - - 0.87 1.0 JL - - - - - - - a.5 5.5 4 - - - - - 6.5 5 3 -_ _ _ _ _ IN UNISON* 10 - - 0.5 8 5 - aS 6 4 - - - - 2' - 0.71 - 0.51 - 7 - - - - - - - 1.5 85 5.5 - - - - - 9 65 4S - - - - - 0.91 - - - 0.43 - 16'-O" 14 - - - - - - - 25 95 6 - - - - - 10 76 5 8 B 8 4 6 45 3 - 95 - - - - - - - .5 7 5 - - - - - B 6 4 - - - - - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone P:TICS/�.,,,7 ©2015 EASTERN METAL SUPPLY, INC. � VTIM EN "LEAccordion Shutter System c® I Ari C. �'1® ® I� ® KV.BLADE#1 W/CR W/O H.V. VANDOW RADE American Shutter Systems EW,N DESCRIPTION DATE: DRAWN BY: M.L. �= TILLIT TESTING & ENGINEERING COMPANY • STATE OF .�` 6755 N.W.36th.SL.St.30.5.MRGINN GARDENS.HDRIDA 3716 Association. Inc. 1 0[D 11-782 4/13/Is DATE: 4/13/15 Phone:(30.5)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No ON D `'- a-mail:Ultec.7191 0aol.com West Palm Beach, FL 33407 3 WALTER A LUT J,P.E + 15-085 I NATURE/DATE FLORIDA Uc.B 44167 5 SHEET s 13 OF 20 MAXIMUM ANCHOR* SPACING (Ips SCHEDULE FOR A GIVEN 0.'BX SHUT'TFR SPM &S.0 DESIGN NECATTHE PRESSURE RATING ANDA CORRESPONDING MOUNTING TYPE FDR CONCRETE OR CONCRETE BLOM INSTALL ONS (SEE MOUE)0N6S 4 J,K&L ON SHEET 7)• POURED CONCRETE POUREWD CONCRERE CONCRETE,BLOCK ANCHORS SPACING LEGEND SPAN 1 ALK OVER& 1 TRENCH O Q ALL/WALK OVER MOUNTING TAPCON OR MiWNUM ORAINGUARD MOUNTING K WALL/FLOOR MOUNTING L W (ft) ASD.OECGt1 NPAINE Pf2ESSlIRE PA791G OE90i EE:OI7N: 1B1G D.OE9Gt1 NEGA7IYE PRMM ROM .OLSICR RE641NE PRESSME RUM TAPCON WITH ADVANCED 30140 60 75190 120 160 205 30140 80 75 1 9E 12&4601205 30 40160175 90 120 160 205 30 40160 75 9D 120 160 205 THREADFORM TECHNOLOGY 14 12 10 9 8 8 6 6 12 12 12 12 12 iS B.5 a5 7 7 7 7 7 7 7 a5 5 5 5 5 5 5 s s ALL POINTS SOLID-SET 3'-O" 14 12 10 9 8 8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 S 5 5 5 5 5 5 R LESS 14 12 10 9 8 0 8 8 12 12 12 12 05 0 8 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 B 8 6 6 12 12 12 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 8 8 6 B 12 12 12 12 11.5 8S 6S 5 7 7 7 7 7 7 5.5 4. 5 5 5 5 5 5 5 4 4'-0' 14 12 10 9 8 8 6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 72 eS 8 8 45 35 7 7 7 7 7 7 a5 5 5 5 5 5 5 5 5 5 14 12'10 9 8 B 6 6 12 12 12 12 10 7S 5.5 4 7 7 7 7 7 7 7 TS 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 55 4 3 5 5 5 5 5 5 4 3 14 12 10 9 B B 6 6 12 12 12 12 10 75 S5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 8 6 12 12 9.5 75 8 4.5 35 - 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 9S 8 6 4.5 - 7 7 7 7 7 7 5.5 4 5 5' 5 5 5 5 5 4 * SEE ANCHOR 14 12 10 9, 8 B 6 6 12 12 15 9 75 5.5 4 3 7 7 7 7 7 45 35 - 5 5 5 5 5 4.5 as - SPECIFICATIONS 6•-0' 14 12 10 9 8 8 6 6 12 12 12 10 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 14 12 10 9 t1 e 6 6 12 12 B 6 5 4 3 7 7 7 7 7 55 4 5 5 5 5 5 5 4 3 14 12 10 9 B 8 6 6 12 12 10 8 6.5 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 -5 5 45 - 14 12 10 9 8 8 6 6 12 12 10 8 8•P 5 3.5 - 7 7 7 6.5 5.5 4 5 5 5 5 5 4 3 7'-0' 14 12 10 9 8 8 6 6 12 l2 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 6 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 10 6S, 5 4.5 3' 7 7 7 7 65 5. 3 5 5 5 5 5 5 3S 3 T4 12 10 s a 6 6 6 iz 12 8.5 7 ss a - - 7 7 7 7 r S - - 5 5 5 6 s 5 4 - Q VAUD ONLY FOR UP TO +70, -75 14 12 10 9 8 8 6 - 12 12 0.s 7 5.5 4 3 - 7 7 7 5.5 4.5 3 - - 5 5 5 5 45 35 - - PSF A.S.D DESIGN PRESSURE 14 72 10 9 8 8 6 12 12' OS 7.5 8 45 3S - 7 7 7 7 7 7 7 4 5 5 5' S 5 5 5 5 8'-0' to tz to e e a 6 - 12 9 s a5 a 3 - - 7 7 7 7 SS' 4 - - s s s. s s a 3 _ RATING & FOR SPANS PER 14 12 10 a a e s - 12 n 7.516 5 .75 - - 7 7 7 zs s 45 - - s s s s s as - _ SCHEDULE /(3, SHEET 11 .14 12 10 9 8 B - 12 1.5 7.5 6 5 3.5 - 7 7 6.5 5 4 5 5 5 5 4 3 9•-0. 14 12 70 9 8 8 - - 12 12 95,BS 5S 7 7 7 7 6 3 5 5 5 5 5 5 5 5 74 12 10 9 8 B - O.5 8 5 4 3.5 - 7 7 7 8 5 3S - 5 5 5 5 5 4 3 14 12 10 8 8 8 - - 12 10 5.5 5 45 - 7 7 7 65 5.5 - 5 5 5 5 5 4 14 12 10 9 8 8 - - .12 0.5 7 5.5 4S 3.5 - 7 7 55 45 3.5 - 5 5 5 45 3S 10'-0'14 12 10 9 8 8 - - 12 11 a5 6 5 3.5 - - 7 7 7 7 7 7 4S - 5 5 5 5 5 5 5 45 14. 12 10 9 8 8 - 95 7 4.5 3.5 3 7 7 7 5.5 45 - 5 5 5 5 45 3.5 - 14 12 10 9 8 8 - 12 9 6 5 4 7 7 7 6 5 5 5 5 4.5 5 14 12 10 9 8 8 - 12 M. 4 5 4 3 7 7 5 4 3 5 5 5 4 35 11'-0"14 12 10 9 8 8 - - 12 10 7 5.5 a5 3.5 - - 7 7 7 7 7 7 3S - 5 5 5 5 5 5 5 4 14 12 10 9 8 B - - 85 65 4 3.5 3 - - - 7 7 6 5 4 - - - 5 5 5 5 4 3 - BLADE ONLY 14 12 10 9 8 8 - - 11 8 5S 4 - - - - 7 7 7 5.5 4S - - - 5 5 5 5 45 - - - �I/ 14 12 10 9 8 1.5 85 SS 4.5 3.5 - 7 7' 4.5 3.6 - 5 5 4.5 3.5 3 12'-0'14 12 10 9 EI - - - 12 95 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 35 14 12 10 9 8 8 8 4 3 7 7 5S 45 35 - - 5 5 5 4.5 4 3 14 12 10 a 8 - - 10 7.5 5 $43 7 7 8 5 5 5 5 5 4 14 12 10 9 8 - - - :0.518 5 - 7 16.514.5 3.5 - 5 5 4S 35 3 14 12 10 9 B - - - 1S BS 8 3 - - 7 7 7 7 7 45 - - 5 5 5 5 5 5 4.5 35 14 12 10 9 e 7 SS 3S 7 7 5 4 3 5 5 5 4 3 74 12 10 9 9 - - - 9 7 45 - - - 7 7 55 45 - - - - 5 5 5 45 4 - - - 14 12 10 9 - - 10 75 5 7 6 4 3 5 5 4 3 14'-0'14 12 10 9 - - - - OS 8 5,5 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 12 10 9 - Bs 5 3 7 7 5 3:5 - 5 5 5 4 T4 12 10 9 - - --3.5, 6.5 4 - - - 7 7 5 4 - - - 5 5 5 4 - - - - 14 12 10 - 9 7 4.5 7 5.5 3.5 - 5 5 j5 - FLORIDA 14 12 10 - - - - - 10 7,5 5 - - - 7 7 7 7 7 3.5 - - 5 5 5 5 4 3 74 12 10 - 6 45 3 7 7 4.5 3 5 5 - 14 12 10 - - - B 6 4 - - - - - 7 7 5' - - - - 5 5 - - - B5 6.5 4 35 - - - - 7 5.5 3S - - - - - 5 5 - - - - 16'-0"14 12 10 - - - - - 9S 7 45 as 3 - - - 7 7 7 7 6 3 - - 5 5 5 45 3.5 - 14 12 10 - - - 6 4.5 3 7 6.5 4 5 5 - '4 12 10 - - - _ - 75 55 .75 = _ _ _ - 7 7 4.5 - - - _ = 5 5 _ _ = BUILDING CODE(Mon High Velocity hurricane Zone A. �'����/ ©2015 EASTERN��M,pETAL SUPPLY, INC. �P�. B ' BER®HA l7Tls tFY TM A 6M Accordion Shutter System ® ® ® ® H v.BLaoE#1 w/oR w/o Hv wlNDow roE /l American Shutter Systems EV.N DESCRIPnox -GATE DRAWN t3: M.L TILLIT TESTING & ENGINEERING COMPANY S 9 STATE OF 6355 N.W.36th.St,Ste.305,VIRGINIA GARDEM.FLORIDA 3316 Association. Inc. t OLD 11-192 4/13/15 DATE 4/13/15 Phone (305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 d- H:utters®aol.com West Palm Beach, FL 33407 3 DRAWING No %., cr•••••.,,,.•• \ .� EB-0006719 15-005 ALTM u a16i 5 SHEET P.E. ON DATE 6 14 OF 20