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HomeMy WebLinkAboutProduct Approval 1/17/2018 Florida Building Code Online SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Fads Publications FBC Staff BCIS Site Map Links Search i i Product Approval R ECE E D dbpr ``� USER:Public User Product Approval Menu>Product or Application >Application List ST. Lucie County, Permitting Search Criteria Refine Search Code Version 2017 FL# 389 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications fl# TyQg Manufacturer Validated By Status FL389-119 Revision American Shutter Systems Association,Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941)922-3854 Subcategory:Accordion "Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us::2601 Blair Stone Road,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 no:send electronic mall 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 dick here. Product Approval Accepts: U MM® in F W ('�Pdr. Card J Safe LL https://www.floridabuilding.org/pr/pr_app_lst.aspx 1 f 1 GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM WITH H.V. BLADE 03 W/OR W/0 H.V. WINDOW BLADE #3 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.Eo.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (891 EDITION) OF THF FI ORIDA BURaINC.CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION WHERE SHUTTER WILL 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 5, 6, 7. 8& 18. 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 TABLE OF CONTENTS BY MULTIPLY.NG THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5. 6, 7, 8& 16. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.,AS TESTED, WERE NOT OVER STRESSED, A 33 E INCREASE IN ALLOWARI F STRESS FOR WIND LOADS WAS M USED IN THEIR AREA ): HV BLADES C1; & ANALYSIS. HOWEVER, A WIND _OND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATIOu OF FASTENERS SPACING IN WOOD, BERTHA H.V. ACCORDION SHUTTER SYSTEM WITH H.V. BLADE 03 W/ OR W/O H.V. WINDOW BLADE r3 ADEDUACY FOR WIND AND IMPACT LOADS HAS BEEN VERIFIED IN ACCORDANCE GENERAL NOTES. SHFET 1 WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS: SYSTEM COMPONENTS. 1-21 SHEET 2 - T H.V. BLADE 3 0403.01-08 WITH AODENDUMS 3 & #3A DATED 4 30/14,AS PER PROTOCOLS TAS 201, 202 & 203 AND ASTM E-330,ASTM E-1886 AND E-1996 STANDARDS MISSILE SYSTEM COMPONENTS. 22-36 SHEET 3 r r r / ( TYPICAL SHUTTER ASSEMBLY. SHEET 3A LEVEL D. WIND ZONES 1,2,3&4),0825.01-10 (WITH ADDENDUM 02, DATED 4/30/14), 1220.07-10, 1209.01-10& 0422.02-14, AS PER PROTOCOLS TAS-201,TAS 202&TAS-203, LARGE MISSILE. -j H.V. BLADE 03 WORKING IN UNISON WITH 1A H.V. WINDOW BLADE #3 /0829.01-08 WITH ADDENDUM i2, DATED 4/30/14,AS PER PROTOCOLS TAS-201,TAS 202 &TAS-203 AND ASTM E-330,ASTM E-1888 AND E-1996 STANDARDS (MISSILE LEVEL D. WIND ZONES 1, 2, 3 & 4). AREA 2• HV BLADE nt AND HV WINDOW BLADE -'1'H.V. BLADE #3 AND'1A M.V. WINDOW BLADE#3 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENFRA LIMITATIONS AND CONDITIONS OF USE (WHERE APPLICABLEI INDICATED ON SHEET Te. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS. SHEET 4 2. BERTHA ACCORDION PINS X3`3' 34.(7b�OR ALTERNATF R6 SHALL BE AS INDICATED ON SHEETS 3&4, USED AT BLADE'S KNUCKLE. ACCORDION PMIS'32 USED AT HV DIRECT MAXIMUM SPAN TABLES. SHEET 5 _ MOUNT SHALL BE AS INDICATED ON SHEET 3. PINS SHALL BE 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 173.6 KSI YIELD STRENGTH AND 187.4 KSI TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE SHEET 6 PINS SHALL BE COATED WITH BERTHA HV DACROSHIELU COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH ANCHOR SCHEDULE- CONCRETE& BLOCK. SHEET 7 AMERCAN SHUTTER SYSTEMS ASSOCIATION. ANCHOR SCHEDULE- WOOD SHEET 8 INSTALLATION DETAILS 1-6 -CONCRETE& BLOCK SHEET 9 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 8063-T6 ALLOY AN TEMPER, WITH Fy - 27.1 ksi MINIMUM (UNLESS OTHERWISE NOTED). INSTALLATION DETAILS 7-9 -CONCRETE&BLOCK SHEET 10 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA INSTALLATION DETAILS 10 -METAL SND SHEET IDA BUILDING CODE WITH 50 k1i YIELD STRENGTH AND 9C "I TENSLE STRENGTH. INST. DETAILS W/HV CENTERMATES©&® SHEET 11 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. CR ASI 304 SERIES STAINLESS STEEL WITH 35 k1i MINIMUM YIELD STRENGTH. INST. DETAILS W/HV Y LOCK CENTERMATES & ® SHEET 12 6. SEE SHEETS 6&8 FOR ANCHORS SPECIFICATIONS ON DIFFERENT SUBSTRATES. INST. DETAILS W/ HD CENTERMATES 4®& SHEET 12 END CONNECTION DETAILS 1-6-CONCRETE & BLOCK SHEET 13 7. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #6779582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT INSTALLATION DETAILS IW-6W -WOOD SHEET 14 #5458179 ISSUED TO EASTERN METAL SUPPLY, INC. INSTALLATION DETAILS 7W-IOW -W000 SHEET 15 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. END CONNECTION DETAILS 1-6-WOOD_ SHEET 18 CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT wRND/RAIN INTRUSION. AREA 3: HV WINDOW BLADE tTA ONLY 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST1'pICAL WINDOW BLADE& WINDOW DETAIL SHEET 17 PROPERLY CLOSE ALL CENTERMATES AND ENGAGE OR LOCK ALL LOCKS. TYPICAL SHUTTER ELEVATION SHEET 18 10. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABFI ING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 11. BERTHA.H.V. ACCORDION SHUTTER SYSTEM WITH H.V.BLADE #3 W/ OR W/O H.V. WINDOWBLADE #3 INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE.URISDICTION WHERE PERVJT IS APPLIED TO. 12. (0)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. (9) 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 G THIS DRAWING DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CCNSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIB,LITY. SHALL ONLY BE USED TO (c) THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED RY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. ��LL t (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF'.)IEIIMIOlN� ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE Non High Velocity Hurricane Ione `� •.``,U Er,Is•• ✓� =2617 TILTECO.INC. ©2017 EASTERN METAL SUPPLY, INC. F A ffirm o 4-41677�iASSN Accordion Shutter System L E �O , C. H V. BLADE W CR YJ 0 H V. WINDOW MADE #Ei AmerIG17T1 Shutter Systems REV.Ne DESCRIPTION DATE DRAWN BY:L.C. Q Q TILLIT TESTING & ENGINEERING COMPANY �4. P Association, Inc. CLO Is-0es ,m/+ DATE c7/ pR Di . ze/n 1 e]65 N.M.`Lee,.M.1tI,JDJ,N9gNt4 GWO011,f.GR,D,I PnoRe (305)871 (30s)e -15M.Tea: r-Is31JJIe 4268 '',Nestroods Drive z z ea.cweaeem West Palm Beach, FL 33407 s DRAWING No �NALEN EB-0006719 17-108 ri...• .ALTER A IkUT Jr. PC 4 P.E. SEAL/SIGNATURE/DATE FLORIDA LOC Lic.N 44167 s SHEET 6 OF 18 4.873"-- VIb .Door 100 1.915 .-125.4�3 0" —1.882'- 'N .- " . _ :�-1 -:71_ De' -Z2-4.37I*—;W-7 -297" 71083' -125 O'S!' A -034 '4 -2.0O3, 34. '00 695, 3 0031 B. too'- ':4D51" ISO. .090, 072' 1I eel, 711", A 0.334' -0.594* ---OaO* 670' L -- ; 00, HV BLADE#3 1214' —5.ODO'kM. G) -.1a4'- HV WINDOW 8 2 ALUMINUM ANGLES BLADE?- --2.207'- —1.686— 0-8 HV 8.�;*R SEE LIMITATIONS OF HV HEADER _ACK HV HEADERIGILL QUALIFIED FOR U5E W1 HV FOR BLADE @ON SHEET 18 QUALIFIED FOR_YS�_W/ HV QUALIFIED FOR, (9 HV I"B.O.HEADER/SILL BLADES J�g�W1 HV QUALIFIED FOR OUAI IFIED FOR USE W/ LV BLADE�I OA BLADES .13 USE, W/W/ HV --- -3,226' BLADES j jA BLADEX 7.670 -2 OwMx-2 q77 1 -1.491• It Y t l T, Y 2- 2' �0.125' L 2.092'— HI 3 31 -0.090, --.072' 112-1- —"gw- @ -3.226'— 4.436�— n9 HV DIRECT MOUNT HVAW.FLOOR TRACK HV ADJ.ADAPTER W1 LIP (-o-*N NV WALK-OVER TRACK N—leQUALIFIED FOR 180 HV 90'/180'STARTER12 CORNER POSTS SIDE ANGLES OUAUFrED FOR USE HV QUALIFIED FOR USF W/ HV QUALIFIED FOR UX W/ HV BLADES 11%W/ HV QUALIFIED FOR BLADES-1 IA QUALIIiLD FOq SSL vi,' BLADES-�1,.16 BLADES C1 BLADE�I O-7V.1.95',0-125'THK. QUALIFIED FOR USE W/ HV BLADES 1-A A CENTEttMATES/S.S.PLAM < MEOPPEME SPAM BErWM� BLADES O.75*.1.05*.M5W —4.576 �745* TM.304.SS.- -2.29r— /4-0-20 HOLES FOR FLAT WAD f'-2.293'-x.745" ILAT BAR (2)1 THREADED [HE CAST '-20- (2)1/4-0-20.1/2-S.S.M.S. S.S.M.S. HDUwbC ENAMEL 1/1 (2 EYP.) SWLD PANITED THREADED -DE CASI ED M --71 HOUSWG EUMEL o BAKED PAWTEV 00.31W 1.940. .318 L T .318" .875" 1.940 GRESS TUMN 4ROB. r -1.325'- (1 5/168 16 HULL FOR(1)/15'8 5/8' BRASS CYUMM H.V SS THREADED THJUB SCREW VI/ACL &KEYS(CHROME BRASS M44DtR HV CENTERMATE HV FLOATING CENTERMATE S.S.SALT WATER LOCK HEAD PiATED) (CHROME PLATED) Q 813,UALjFiED FOR Ua a QUALIFIED FOR U �E W/ HV .984 %W/ HV QUALIFIED FOR-USF W1 HV al-ADESI:l BLADES I BLADE —.875"— r-4.045' .2 L21 H.V.LOCK -1.753* * A� .16 0 H.V.EGRESS LOCK t, 0.33e —I'- QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W1 HV T fA- (0-0) 0 BLADES I .1.A BLADES r COMPONENTS 6063-T6 ALLOY AND TEMPER SCALE 3/8--1" HV MALE"T"LOCK HV FEMALE"T"LOCK -2.750" HV"T"LOCK 18 CENTERMATE 19 CENTERMATE ^ PLAN FRONT ELEVATION QUALIFIED FOR 45E W/ HV QUALIFIED FOR USE W/ HV QUALIFIED FOR USE HV pil-2 CLIP FOR"T"LOCK CENTERMATE BLADE-1 BLADE'1 BLADEJ .III --&UALIF'!EO FOR USE W/ W BLADE I- FLORIDA BUILDING CODE (Von High Velocity Hurricane Zone) rGEN 02017 TILTECO,RX. Z2017. 2017 EASTERN METAL SUPPLY, INC. Z BERTHA HY" Accordion Shutter System A,S.S,A. FLV. #3 W/OR W//b KV. NARM ft"#3 O TILLI American Shutter Systems KY.N. DE9CRIPTION DATE DRAA1-By'L.C. T TESTING ENGINEERING COMPANY on 6355 GM ]GM.R,54.305,VNDNA GARDENS,RCROA]]IE Association, Inc. I OLD 15-MG --- )7/20/V DATE.C7/28/17 TLUT 4268 Westrocds Drive 2 Ph- '305)1171-15M.Fa,.(335)871-1531 No V N —61:tat—ea— West Palm Beach, FL 33407 —3 DRAWING ES-0006719 -108 OALTER A. Ur.P.E. 1 17 `LOBO"Lk. 0 44151 5 SHE0 P.E. SEAL/SIGNATURE/DATE . 6 z OF 18 1.917' -THUMBTURt, -_—_ 12 RI1H.—_--, CYLIVOER 6R Y 12 KEY CYLINDER 27 7 63" x.0CC7° ,,. H fig 31 a >S g - .545' -��re� -- 0.875•Min. 1 C m c 1 .125•Max. 3i5"^.509' m n oo N m 26 12-LOCKING ROD Q 6"LOCKING ROD Q 2Y HD CENTERMATE 23 HD CENTERMATE 24 HD CENTERMATE'S m e o - o , ° + O �T- go , O QUALIFIED BFOR LADE UT E W/ HV QUALIFIED FOR BLADE L, F '!/ H! WI LOCKING ROD W/NO LOCKING ROD INSERT eoa $ - QUALIFIED FOR USyE LV/ HV QUALIFIED FOR USE W/ HV QUALIFIED FOR UhE W/ HV -' BLADE t BLADE r BLADE 1 • CYLNDER ,,,2 INSTALLATION WILL REQUIRE A OR KEY 3%16" MOLE DRILLED AT TRACKS FOR PROPER MW CYLINDEREMBEDMENT BY REGENT HARDWARE MORTISE LOCKS 25 HD LOCK SERIES 2333 HOOK BULL LOCK. 31/2. -T 1.13D .-.. QUALIFIED FOR USE W/ HV S.S.RNETS N BLADE 1 0.324"•- YION 7/WHEEL lq as•ly) yb �. naN EEL. 1-- Tw ELEVATION A 1 320'0 27 HV 1/4"0-20 AISI 304 SERIES7®HV 3/8"R1-16 ACETAL 48 HV LONG RECESSED 29 HV SHORT RECESSED (B HV NYLON HAT 31 HV WHEEL CARRIAGE S.S.THUMBSCREWS THUMBSCREWS NYLON BUSHING NYLON BUSHING WASHER AISI 302-303 SERIES QUALIFIED FOR U4yE W/ HV OLAI.IFIED FOR USF W/ HV BLADE 1 BLADE-1 365"° wo I ° 401 204" "'" JS1• 2°`• ' COMPONENTS L (CONTINUED) gg NTS 3Y HV DIRECT33 HV PIN(ID BLADE O HV PIN(8 '+ O HV PIN MALE KNUCKLE 36 ALTERNATE PIN MOUNT PIN tM +s, 3e,(19),(22), 27 • [d BLADE& CQ(31). 14-14x1 3/4" W/ 8 HD, #10-18"A2 3/4" W/ J8 HD. (}10-18"x2 3/4" W/ #8 H0, HV / MARKING W/ HV HD MARKING W/ W/ HV HD MARKING W/ 0'14-14-x2 3/4- W/ #8 HD, A10-18"x3" W/ 18 HD, W1 (SEE DETAIL H SHEETS 13 do DACROSHIELD COATING DACROSHIELD COATING W/ HV HD MARKING W/ W/ "4" HD MARKING W/ DACROSHIELD COATING DACROSHiELD COATING 16) W/ DACROSHIELD COATING (E.P A. T/(� FLORIDA BUILDING CODE (Non Hiy7 Ve ccity Hurricolic Z""'," 1 (�S%2017 FASTERN i•ETAI- SJP°LY, INC. F •9 BERTHA HV'" A 11 L 1 E C O N ,sAccordion Shutter System # sA H.V. BLADE W OR W/O H.V. WINDOW RADE AL3 S American Shutter Systems REV.N. DESCRIPTION DATE CRAWN AY:L.C. Q•4�a TILLIT TESTING & ENGINEERING COMPANY • •••,`, Rlyn•. {`�,,� 6355 N.w 36th St..W.305.Yftt GARDENS,FLCRO 33t Association, Inc. 1 G.D is-058 1/2e/1 DATE:07/28/17 Ph—:(305)871-1530.F°.. (305)871-1531 4268 Westroods Drive 2 DRAW NG No �NAL -0008719 EN ,.•''I •-^°L""eCOOaocpn West Palm Beach, FL 33407 3 17-108 ER4 A TILLIT.A.P.E. P.E."SEAL/SIGNATURE%DATE x. WALTER FLORIDA Lc.6 44157 a sI3 F 18 31 I OR©9 '1 I I jl JI t �I.I it II l u u 4t L 4 —; r - EXTERIOR EXTERIOR EXTERIOR EXTERIOR rl n II ® m ISI ® n n 00 06 DO ASSEMBLY AT 61). ASSEMBLY IN BETWEEN(0",!. ASSEMBLY ATA. ASSEMBLY IN BETWEEN_ (5G(- JERI' OTHER INTTR',�R KNUCKLE'; 'er,0 FVFP." OTHER INTERIOR KNUCKLE; TYPICAL SHUTTER ASSEMBLY TYPICAL SHUTTER ASSEMBLY WHENn3 2- LONG NOMINAL PINS ARE USED WHEN 3" LONG NOMINAL PINS ARE USED 4 SCALE. 1/4'-1- s:xe VP- •THE W PINS & BUSHINGS ARE PRE-ASSEMBLED. TO KEEP BUSHINGS ON THE PIN A NOMINAL 0.275'O.D. R 0.130' i.D. a 0.072'THK. RUBBER RING IS PLACED OVER THE END OF THE SCREW, THE RING IS LEFT ON THE PLY WHEN INSTALLED INTO THE KNUCKLE'S SCREW BOSS. .."I"uAn '' FLORIDA BUILDING CODE (Non Hlyh Velocity Hurricane Zone) 1,T .............. ���� �2'? 1 EASTERN tAFTAI. SJWrLY, INC, �cs� 02D17 TR.TECC,INC. BERTHA HV" A.&S.A. � Accordion Shutter Svstem MIL E C O N�. H.V. BLADE //3 W/DR w 0 H V. wtNDOw BLADE TIWT ESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAW.BY. L.C. T 777 : Assoclallon, Inc. , c�D a-Dsa /ie/. DATE:C7/20/11 ••• \ ^.155 N.W.JE<h.St.,Ste.]05,v1RGIN4 GARDENS,FLORDA JJt \ Pw-:(305)671-1330.Foe:(305)071-1531 4268 westroods Drive 2 DRAWING No S��NAL���'\�j11�11 a- el tut—ow— West calm Beach, FL 33407 WALTER A.TRllr Jr-P E. —1"O FLORVA Lk.E 44167 1 P.E. kZ,7NNATUFtE/DAT[_ E 3A OF 18 " �"�� 3 7 9 zm3 .m 2 - smz"5 NOTES ON HV, HV "T" AND HD LOCKS AND CENTERMATES: VALID ONLY FOR INSTALLATIONS WJ HV 1 BLADE 1a * APPLICATION J HV LOCKS _AND CENTERMATES: �l 1:tT ,. MANDITORY CONDITION it: ONE HV LOCK 1-- 16 or 1. SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY D 93oR114 oR18.,1-9 2+23+24 10 SPAN GR 12" ABOVE CR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO_156", AND FOR INSTALLATIONS AT ANY 11 II it n ELEVATION FXCEPT FOR INSTALLATIONS INTO METAL STUDS. HV LOCK 19 or 16 or 17 MAY BE USED AS AN INSIDE OR i 1 I -.21 m 15a23m -\^10•(!' OUTSIDE LOCK,ATTACHED TO 113 or t�CENTERMATES W/(2) 1/4'-20 x 1/2"LONG FLAT HEAD S.S. M.S. IOCATION OF ',16 m'17 LOCK SHALL BE AS MANDATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS 12fi W/27 AN A,is COMPLETELY OPTIONAL ,5 2tnIS f—S 15 i 2. CONDITION Al2 EaR INSTALLATIONS MOAL STILID& ONE MV LOCK 1_4 or•18'or 17 SHALJ BE SHUTTER SPAN 16 a 0 USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP (SEE SCHEDULE 18 TO 156". AND FOR INSTALLATIONS AT ANY ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUD. HV LOCK 15 or ON SHEET 5) '16 or 17 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO T�or .14CENTERMATES W/ (2) 1/4"-20 x d 14 ,/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS BAA W/27 OR�7�TOP AND BOTTOM IS COMPLETELY MANDATORY. 16 1/2 OF SHUTTER SPAN 16 FOR INSTALLATIONS W/ 3. OONWM 93 FOR KEYSTONE WOUNTM INSTALLATKIIIII& ONE HV LOCK 15 or 16 or 17 SHALL BE (1)HV OF,HD LOCKS OR I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12 ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP MAY BE INSTALLED 12'ABOVE 1 i TO 96�. AND FOR INSTALLATIONS AT ANY ELEVATION. tN LOCK 15 or 6 or 17 MAY BE USED AS AN INSIDE OR ! j 1 SHUTTEROR ��Or I OUTSIDE LOCK, ATTACHED TO 13 or 14 SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 26A W/ 27 li 1 OR 27A TCP AND BOTTOM IS COMPLETELY MANDATORY. i 4.OPTIONAL CON OmaN tf: IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, LP TO TWO HV ----'-'-- LOCKS 16 , 1.7 OR 1_5 MAY BE USED AS AN INSIDE CR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 1.3 SEE CONNENCT1pN— OR 14 SHALLBE AS INDICATED ON NOTE (1)ABOVE. DETAILS ON LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. SHEETS 10, 13& 2 d 5 6 B 9 76 HEIGHT. FULL �� Q«IQs 0'70 -8- -- j * APPLICATION W/ HV "T" LOCKS AND CENTERMATES: 04 -g OR®+O oR 41 1. 1,F_COND 1LTER1IITE TO LLlAIOATORY GONDDION�f VLID OIILY EOR RV'T'LOM['�� -AND CF37TEouATES /8 AND 19 Of CENTERMATES ONE ALTERNATE HV "T" LOCK 21 MAY BE INSTALLED IN LIEU OF OTHER LOCKS FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK,f, MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHMENT OF LOCK:21 =.---- --- -------------- UNLIMITED MOTH ------ ------- INCLUDES USING "J•CLIP 2d AS SHOWN ON SECTION 15, SHEET 12, WHICH MUSK BE CONNECTED TO CLNIERMATES 1$.AND 19 W/ 1/4" 0-20x1•S.S.M.S. INTO A 1/4"0 x 5/8" RTVNUT. LOCK MAY BE NSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 26 or 2SA TOP AND BOTTOM IS MANDATORY. TYPICAL j H,V. BLADE #3 SHUTTER ELEVATION * APPLICATION W/ HD LOCKS & CENTERMATES" N.T.S. 1. THIRD ALTERNATE TO UAHDATORY CCY40MON f 1 VALID FOR NO LOCK 2S W/(2) NO CENTERMATES 2 OR 23 OR SEE LIMi(ATIONS OF USE FOR ONEIlu ALTER�TNWA ECMO.LOCK 2S A'AYUL USED IN LIEU OF OTHER LOCKS FUR ANY SPAN AND INSTALLATIONS A' ANY ELEVATION. BLADE to ON SHEET 18. ALTERNATE HO LOCK 25 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK 25TC 24 IS W/(3) #8 x 3/8"F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT 24 AS SHOWN ON SECTION 18,SHEET'12. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 2T or?9A IS COMPLETELY OPTIONAL- FLORIDA BUILDING CODE Non High Velocity Hurricane lone 02017 TILTECO.INC ®2017 EASTERN lAE1AI_ SJFPLY, INC. Nsfi'' BERTHA HVTM IL E C O �N�. A■S■S■A■ Accordion Shutter System ' T4 N.V. BLADE#3 w OR w o TLV. W,NDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Nc DESCRIPTION DATE GRAWIJ BY:L.C. ` Q•'•, F �/ ��` 63%NW.:6tM1.SI.,Sb.305,VIRCMA GARDENS.FLORAA 331 A$$aCfatiOnr Ina. 1 OLD 15-006 ]/M/f DATE:07%78/17 Ph*- (305)871-1530.Fax (305)871-1531 4268 Westrocds Drive 2 DRAW NG No )"���\ N-m k NORoo ft — West POIm Becch, FL 33407 3 17-108 _ 08 NAL WALTER A.TLLI?dr.P.E 4 iiRE/DATE rLORCA Lk. 441D7 6 SHEET P.E •SEAL/SIGNATOF 10 Nnrrc. MAXIMUM SHUTTER SPAN "L+" OR "L-"* (ft.) MAXIMUM SHUTTER SPAN "L+" OR "L-"* (ft.) (,)RA 'MUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE FOR INSTALLATIONS W/ n HV BLADE. A FOR INSTALLATIONS W/ Q1 G.HV BLADE. 0 RATIN •ILIA ALLOWABLE SPAN FOR M OVEN NEGATIVE AS.D.DESIGN PRESSURE (2)PROCEDURE TO DETERMINE MAXMUM SPAN FOR WALL MOUNTINGS(TOP/BOTTOM)OR BOOR/cnLwc POURED CONCRETE,CONCRETE BLOCK t AND WOOD INSTALLATIONS • MAXIMUM FOR METAL STUD IN INSTALLATIONS ■ GIVEN A POSITIVE ASU.DESIGN PNLssuRL "TING,OLIeRNINE MA%!MUN SPAN'Lt MAXIMUM FROM SCHEDULES. A.S.O. A.S.D. FLOOR/CEILING GIVEN A NEGATIVE A5.0.DESWN fYI[SSUR[RATING,DLIERMRNE MA%iMUM SPAN'L-- PRESSURE =PRESSURE WALL MOUNTING FLOOR I CEILING MIN SEPARATION TO GLASS PRESSURE WALL MOUNTING MLII IN.SEPARATION TO GLASS FROM SEDULES MO . RATING MOUNTING RATING MOUNTING (DSII _L FINK -LL+M ALLOWABLE SPAN ri EQUAL TO THE MJ11HSlb DETERMINED SPAN µ`yDi 4 (PHI 1M10 1°NF� I.or- 1Y•AZONES -- (+°f) (FT) (FT) 1w+zonee�_ LWp-.- BEM'EEFI t+'AND (FT) L'(FT) L'(FT) l-(FTN LtKw L L- L+(FT) L(FT) NNNCI°F CFMER�MT +SAT KNrcNLe GEwmN TE (3)PROCEDURE DETERMME MAXNAtrV SPAN FOR COMBINAI!ONS IN BETWEEN WALLMOUNTINGS W//FLOOR/CES.FNC MOUNDNGS: 35 17-7" 13'-9' 1Z-7" 13'-0" 1" 4 11/16" 5 12" 64 7'-0" 7'-0" - - 1" 1 3 7116" 51/8" FOR 1'-10" 12'-3" 1" 4 11/16" 5 12" _.__ - _ OEERRMINEE. POSITIVE ASO.DESIGN PREssORE RATING: 45 11'-9" 11'-11" 11'-9" 11'-11" " 4 11/15' b 12" L,+-MNt.SPAN For+WALL MOUNTING INSTALLATIONS. .- - ---,---- La+.MAX.SPAN FOR FLOOR/CE41NG MOUNTING INSTALLATIONS. 50 11'-5" µ 1T-8'- 11'-5' 11-8"' p• 411/18" 512" 72 8'-7" 6'-7" 37/18" 5118•, 55 11'-4" 1 V-4" 11'-4" 11'-4' 1" 4 11!18" 5 12" FON A GVEN NEGATIVE A.S.D.DESIGN PRESSURE RATING DETERMINE: 1. 5117- 411/18" 512" LI--MAX.SPAN FOR WALL MDUNTux INSTA IATIONs SE --L"-------'-' • E SECTION 10 .11 SNEE' IDA, Is-"NAM.SPAN FOR FLOOR/CEILING MOUNTING RNSTALLAIKRNS. 65 5-e" e'-6" 8-8" 5-8" 1" 35/8" 51B" [85 9-3- 5-3" 8'-3" 8'-3"_ 1"-- 3 5/8" 5118" FINAL MAXIMUM ALLOWABLE SPAN R EQUAL TO THE MINIMUM BETWEEN'LI+.'L2+'. T-91, T-9" r-9- 7'.9" 1T 3 5/8" 5 L6" �' -avD ry'a .-1---- - - r-3- T-3" T-3` -T-8"_ 1" 35!8" 51/8 (q co To A:cHOR SCHEDULE ON SHEETS a ¢7 FOR CONCRETE AND BLOCK.SHEET B 5-10" 5-10" 5-1 5-10" � 3&8' 51/8" R WOOD AND TO SECTION ON SHEET 10 FOR KEYSTONE MOUNTINGS ANO SHEET iCA FOR METAL STUDS WIN FRA MAXIMMN ALLOWABLE SPAN MND NEGATIVE DESIGN 5'-T' 5-7" 5'-7- S-T' 1' 3516" 5118" LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. 5.6" 5'-6" V-6' 1 5-6" 1" 5 116" (5)MINIMUM SEPARATION TO CLASS SHALL BE THE GREATEST MEASURED FROM EITHER 5-5" 5-5" 5- 5'-5" 1" 3518' S 118" RCAN CY NNU NLFS OR REM OF IOCKS CENTER AA F5 AS AFPUCABLE ro cuss s'-3" 5-3' 5-3" 5-3" 1" 3618' 5118" AXIMUM SHUTTER SPAN "L+" OR "L-"* (ft.) FO V-2" 5'-2" -5-2'- -S-2 - 1" 1 3&W 5114" INSTALLATIONS W/J) & L1 *HV BLADES. D A INSTALLATION LEGEND APPLICABLE FOR rj,HV AND ([Aj HV BLADES t EXCEPT THAT M/UDMUM SHUTTER SPAN 1+' OR 'L-'AND CONCRETE.CONCRETE BLOCK UBSTRATFS CONCRETE h MID MAXIMUMAND WOOD INSTALLATIONS MOUNTINGS MASONRY METAL STUD WOOD MAXIMUM A.S.D. DESIGN PRESSURE HATING FOR INSTALLATIONS INTO A s D CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: PRESSUREWALL MOUNTING FLOOR/CEILING TING MIN.SEPARATION TO GLASS 1, 2, 3, 1 W, 3W, 4W RATING MOUNTING WALL 10 7W, 9W & IDV! T- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO 4, 5 & 9 +64,-72 p.3.1. AND 7'-6" SPAN, SEE SECTION 9 ON 1+or) L+(FT) C(FT) L`(FT) L-(FT) 'A:ero z°Ltt— DN SHEET 10. :as xn"snc LOCKr -__ 2W, 3W, 6W FLOOR/CEILJNG 6, 7 & 8 & 8W 55 W-6_9 '-6" 9'-6" 9'-S" 1" 43/8" 41W 62 5-11" 5-11" 8'-11" 5-11" 1" 4318' 4114" 4 EXCEPT THAT MAXIMUM SHUTTER SPAN "L+" CR "L-" •SEE U ATi0N5 OF USE FOR AND MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR BLADE IA ON 5!NEET 18. INSTALLATIONS INTO WOOD SHALL BE LIMITED AS FOLLOWS. 1- CONNECTIONS TO PLYWOOD LIMITED TO ±62 p.6.f. AND 8'-11" SPAN, SEE SECTION 5W ON SHEET 14. 2- CONNECTIONS TO HOLLOW CEILING LIMITED TO 162 p.6.f. AND 8'-0" SPAN, SEE SECTION 2W ON SHEET 14. FLORIDA BUILDING CODE (Hors High Ve�oci,-y Hurricane Zone INNFNA Q 0. 7! ,•'' .'201,-TILTFCO.INC C'2017 EASTERN 11.FTAL SUPPLY, 'NC. BERTHA HVT 1., A■S■S■A■ Accordion Shutter System IL ECO �N�. KV. BLADE#03 W OR W 0 KV. W NDOW BLADE = American ShuHer Systeme Kv.N. DESCRIPTION DATE CRAWN BY:L.C. TILLIT TESTING k ENGINEERING COMPANY 6355 N.W.3M.SL.SW._`OS.VIRGINIA GARDENS.FLORIDA 331A Assccla}1cn, Inc. 1 CLO IS-OSS 7/28/1GATE:07/28/17 ' Fh—:(305)071-1530.FR.. (305)a71-1531 4268 West cods Drive 2 i DRAWING No "k" , .—cit:tGt.o°e.a.— West Paim Beach. Fl. 33407 3 -D/�•'' �:'��FLA LB-COOE719 �+`�• QAID �\ LIL WALTER A,TILLIT J,.P.E 6 �� OS RE- iii rel')ATE R0�°� 111 A1167 5 S 5 OF 18 s 5 4SPEC'FICATIONS ON ANCHOR REOUIREMENTSE POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES »mT+� - MAXIMUM ANCHOR • SPACING n CCHEpui E FOR A GIVEN MAX. SHUTTER ANCHORS TO WALL SMALL 6E AS FCUG'NG Tia W/rL MIT$aA�rawt Fu+xti �(��_- ALL PDTw- -5,-cR SPAN. A.S.D. DESIGN N GARVE PRESSURE RATING AND A CORRESPONDING N) TO POURED eulE AP WnM cAP MOUNTING TYPE FOR CONCRETE OR CONCRE-E BLOCK INSTALLATIONS - 'A•0.3/4'PCCN As POINTSTAIRCOW/ADVANCED ORS AS TECEIAGLff AS MONS SORRED DY LEN.BU:DEJf.(AGn./'D J Inl). TAPPFR. -- - '/''0,3/�'ALL POINTS soup-SET ANCHOR;As osTweuRD er ALL I'C:NS scREw,bar&srEGt•Ltt CO,PMNY.(tA..,rC-J IDM). (SEE MOUNTINGS 1, 1, ! a & 5 ON SHEET 9) - 1/4ETE'P BLUE TAP CONCRRIaWRS 1MTFI CAP,AS MANUFACTURED DY FLORIDA FASTENER;'DIRECT.INC.(W..rt-2 kW). _ - 1/4'0 TAPPER.ANCHORS AS MAUFACTURED BY POWERS FASTENERS,NC.(Min.rc-J.ai).AND DISTRSUEED BY ALL PONES SCREN.BO.T&SPFOALTY COIPAM OR POURED CONCRETE ANY OTHER APPROVED UCCNSED OR AUTHORIZED VILNCCR REGSTERED W/THE AMERICAN SHJTIEA SSEMS ASSOCATXK INC MDU:NTINGS &(4 W^ALT MOUNTING WALL SILL OUN TNG NOrES: W/�+(SI W/®+© A 1)WWJM EMBEDMENT INTO FO.RiED CONCRETE O"TAPCON OR TAPCON W/ADVANCED 74RFADFOFN TECW40DGY RA TAPPER+AN--4ORS IS 1 3/4-,AND 1 1/2'FOR A AN(RJ ASAef3101I meaTAF.LOW(MI ASD.oESIMTI AEW1M IDJD(wI) ASD OEM IIGiM1T L011D(PM KUE LIP W1111 CAP ANCHORS. 30 4o Sv 60 70 80 90 r00 r10 !0 140 3O e0 7o eo 80 r00 rIo JD 40 so so 7o eo l 90 r001"a AR)WWUMI EMBEDMENT ATF 1/4'0.3/4'ALL POINTS SGUo-SEr AIICORS MULL BE 7/e'IMO THE=oIIIEn ca+rnETE.FA oBEDMEM nro sruccD SHALL IK 9 9 9 D 9 9 9 9 9 9 D 1 9 1 8 1 9 1 9 D 9 9 9 9 9 D 9 ' 9 9 9 PEAMITTM 1/4.0-20 S.S. I .MACHINE SCRDY USED SMALL BE 1 1/2•LONG NININUM SWAD STUCCO EXIST.AND I•LWOL•IIM FOR WALES WRH NO STUCCO. 3-O• _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ OR LESS ➢ 9 9 9 D 9 9 9 D D 9 D 0 9 D D 9 9 D D 9 D D 9 0 D D AJ)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANES.PAVERS OR ANY VENEER RE F(Y,A•D ON THE EMISTMO WALL OR FLOOR.ANCHORS SMALL BE LONG _. _. ENOUGH/TO REACH THE AWN STRUCTURE BEHIND SAD WALL FINISHES.ANCHORAGE SHALL HE AS INDICATED ON NOTES Al)&A2)ABOVE.FOR INSTALLATIONS ON VINYL 9 9 9 9 9 9 D 9 9 8 9 9 9 9 9 9 9 D 1 9 9 9 9 9 D 1 9 9 1 9 SIDING Wf(H OR WfRDUT METAL SPUDS OR ETES WITH MOOD STUDS CONSULT THIS ENQNEER.FOR INSUUATONS INTO DES WITH METAL STUDS SEE SHEET 10. 9tz 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 D 9 9 9 9 9 9 9 9 9 4•_p _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -ro EAPCON ORfM Dao H'- -- --- _- --. ... - - - - - - - -- 1/4'0 TIPCON OR TAPCON W/ADVANCED THREAD.ORM TD)IAAOGT ANLTNOffS,DAs MANIIFAGRIRFD BY L.T.W.HUIDFk 9 9 9 9 9 9 6 6 9 9 9 9 9 9 D 9 9 0 0 9 9 9 9 9 9 9 1/4b 13/4'ALL POINTS SOLO_SET RICHCRS AS DSTRBU'ED BY AL POINTS W.tW,BOL7&SPECALTY COMPANYD 9 9 9 9 0 9 9 9 9 9 D 9 9 0 9 9 0 9 9 9 9 9 9 9 _ 1/4'0 eLE TAP CONCRETE ANLHCRS WRH CAP.AS MRNIFA-km BY FLORIDA FASTENERS DIRECT.IK. 9 9 9 D 9 9 9 7.5 6 9 D 9 D 9 9 D 9 9 9 0 0 9 D 9 9 D 9 - 1/4.0 TAPPER+ICHORS AS MANUFACTURED BY POrNERS FASTENERS.�.Rb BU DIS7RfED BY ALL FOIDSW S S ,BOLT&SPECIALTY ODMPR.Y OR ANY OTK R A/'PRaNED 5'-0' _ _ - _ - - _ _ _ _ UaNSED OR AUMDRIZED VENDOR REGSIERLD w'/THE AAEI6CNI SHUTTER SYSTFJMS ASSOCMTEII,INC. _ _ _ _ _ _ _ D 9 D 0D B 3.3 4.5 13 9 9 9 9 9 9 9 9 D 9 9 9 9 9 0 9 9 9 9 1 9 9 9 9 9 8S 7 15 9 9 9 9 9 9 9 9 0 9 9 9 D 9 9 9 8 0 NOTES. MIMMUNI EMBEDMENT 1 7/a'FOR 9 9 0 9 9 6.S 6S 3 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 - TAPPERIN .AND LUES TAP VKIH CAP RaCHgRS.BLOCK TAPCON ANCHOR S t 1/4'NO 1'FOR TAPCON W/ACV/N:CEO iNFE/pffMHM IECEIDLOGY ANCHOR,AHD 6•_O' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ a2)19HIMUM EMBEDMENT OF 1/1'P r S/4'ALL POINTS SOLD-SET RILwORS SNAIL E ENTIRELY EMBEDDED 9170 THF"WNCREfF BLOCK.NO EMBUE EONT KID STJ000 D D 9 D 6.3 4.5 4 3 - 9 9 9 9 9 9 9 9 - D 9 9 9 D 9 9 0 - 9 9 9 1 9 1 9 7.3 15 4.5 - 9 9 0 9 1 9 0 9 9 9 9 9 9 9 9 1 9 1 9 SMALL BE PiRu'TTED'1/4.0-20 S.S.MACHINE SCREW USED SMALL BE 1 1/2'LONG MIN9IUM SHOULD STUCCO EXIST.ANO I'MllwxlM FOR WALLS'MRH%0 STUCCO. 9 0 0 9 0 6 4.3 - - 9 9 9 9 0 9 9 - - 0 9 0 9 9 D 1 9 - - 03)IN OUSE THAT PRECAST SLONE.PIETIST CONCRETE PAWLS,PAVERS OR ANY VENEER BE FOUR ON THE EXISTING WILL OR FLOOR,RNCHDRS sr N- sE LONG 7•-0• _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ENOLIGII TO REACH THE MM'N STRUCTURE 6EMND SAD WNL.FINISHES.A.•ICJIORAGE SHALL eE AS INDICATED ON NOTES&1)&8.2)ABOVE.FOR IVSTALLATTONSi ON MHYL 9 9 9 6.S 4S 13 13 - 9 D 9 D 9 D 8 9 9 9 0 SONG WTH OR W7HCJf METAL SMO'''OR ERS'MRM WOOD STUDS COWMT TFTs E140-J TR.FOR MMSTAL ATDNS INTO DFS WITH METAL STUDS SEE SIECT TO. 9 D 9 D1 7 5.5 4 - - 99 D 0 9 D D - - 9 D 0 D 0 0 0 - - (C) ANCHORS SNWL BE INSTAum Fc wwNG ALL OF THE RECOWXNOATr=MID SPECITCATIONS OF THE ANCHOR'S MAYLEA^.TURER. 8 9 9 8.3 i 6 4.3 - 9 9 9 0 0 ' 9 8'-0* - - - - - - - - - - - - - (D) SEE SCHEDULE BELOW FOR EDGE LNSTANCE(ED.)VLRSJS SPACING RELATAOMLSMIP MR ANCHORS. 9 8 4.5'13 _-_ - - 9__9 9_ D _D_ 9 - - - 9 9 D 9 _D 9 - - - EDGE DISTANCE VERSUS SPACING SCHMUE FOR ANCHORS, 9 9 9 73 5.5 4 9 9 9 9 9 9 - - - 9 9 9 9 8 9 - - - MAXIMUM ANCHOR SPACMS AAE VALID FOR EDGE DSTANCES.NO'CAIED BELOW.FOR F.4 LESS T!AN TME INDICATED.REDUCE ANCI'GR SPAT-NG SY MUL7IPLTENp 9 0 9 6.5 4S 9 9 9 9 9 9 9 9 9 9 - SFACJNC SHOWI ON SCHEDULE BY THE FCL,CMAG rACTORS REDUCED SPAGNG CSTMZO USING FACTOR SMALL NOT BE LESS THAN MMNI:M SPA^N:INDICATED 99-0'N - _ _ - - - - - - -- - - - - - - - FOR EACH ANCHOR TYPE .___ 9 9 AS 15 - 0 9 9 9 9 9 9 9 9 9 - - - FACTOR 9 D 63 SS 4 - - - - 9 9 D 9 9 - - - - 9 9 D B 9 - - - - ACTUAL TAPCON TAPCON WITH ADVANCED ALL POINTS SOLID SET BLUE TAP WITH GAP TAPPER + 9 9 .5 3 4 - - - - 0 9 9 0 9 - - - - D 9 9 D 9 - - - - EDGE THREADFORM TECHNOLOGY MIN. SoACNHG - - - - - - - - - - - - - - - - - - - - - - - DICTANCE MN.SPACING- J' MIN. SPACING - 3' MIN.SPACING- 3 1/2' MIN, SPACING J• J 3/4' 4' 9 8 4.5 J - - - - - B 9 9 9 D - - - 9 0 ➢ 0 9 - - - - E.D. POURED CONCRETE& POLRiED CONCRETE C'ONRETE BLACK-136UPED DNCRETE& POURED CONCRETE& poURED CONCRETE CONCRETE BLODK 9 9 7 4.5 - - - - - 9 9 9 9 9 ;- - - 9 9 9 D D - - - - CONCRETEµR E 9 K MN EEA 3r .D•S 1/2• MN.EIl•2 1/2' CONIC RETE}�K C MINE ED. WR EIDE•BLOCK MINE EQ-3 t/! MN ED.-2 1/Y 9 D 6 4S 3-5 - - - - 9 9 D 9 D - - - - 9 9 9 9 9 - - - - u-o• -_ _ - - - - - - - - - - - - - - J' 1.0 0.90 1.0 0.78_ 1.0 0.54 1.0 9 6 13 9 9 8 9 0 - - - - 2 1/4' - _0.81 1.0 _ - - 0.67 9 9 13 4 - - - - - B 0 9 9 9 - - - - 9 0 9 9 0 - - - - y' - 0.7' - __.__ 0.51 -- - _ _ _ 9 9 0 0 _ _ _ _ _ 0 9 9 0 .. _ _ _ _� ..----_-'---- - - - - - 1 7/4' - 091 0.43 t2'-0' 0.33 9 7 - - - - - - - 9 9 - - - - - - 9 = - - - - - - - 1�; DIM HV BLADE 3 OR 1 HV BLADE 3 W SEE LIMITATIONS OF HV WINDOW BLADE WORKING IN UNISON♦ SHEET 18, - AFp2AnAA,� FLORIDA BUILDING CODE Non High Velocity Hurricane Zone AAMIf"�-J ••••• 4/I C2017 TNLIECC,INC. 0 2017 EASTERN METAL SUPPLY.INC. a P acEn►'' BERTHA HVm Accordion Shutter SystemOA�SSA' IKV. SAM#3 W OR W HV. WINDOW BADE K*j• 1 �� *; nLL1T TESTING k ENGINEERING COMPANY American Shutter Systems REV.NI DESCRIPROH DATE I DRAWN BY:L.C. 9 1•, VATS♦ i ere N.W J6th St_SN.NIS.VA-*A DAMNS FLOMA JJl Association, Ine. ' r„n 15-Dee 7/28/1 DATE:07/28/17 A 4268 Westroods Drive 2 PITero (305)871-15MFe. (.v3s)Rrt-1sJt pRAWiNG No 160 •.,•.•RID•:.\�A(F LAA .-moa:ITn.cIoDD:.can West Palm Beach, FL 33407 3 ,�7_1 O$ Slot �EIt MHFIIA WALTER ALO-OTWJT1 Jr.PE. 4 FLORIDA Lk. k 44167 P.E. 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BUL N E MINIMUM PEFJETRATR7N OF THREADED AREA AS H V BLADE #3 0 R Ll� H V BLADE 3 W RpCATEO AT EACH SECTION ON SHEETS i{8 15. � EXCEPTION:SEE NOTE 2 BELOW. 2.ANCHORS TO HOLLOW GCEILINGSCBE SHALL E As PER 15 SPE I TYPE 2W.SHEET 14 AND H V WINDOW BLADE #3 WORKING I N UNISON * SHALL CCI1S!ST OF LA0 SCREWS AS PER NDS 2015 SPECIFM.ITONS. 3.SUBSTRATE SNAIL CONSIST OF THE FOLLOWING. -SOUTHERN PINE No. 2 W/G-0.55(N.D.S) -DOUGLAS FR W/G-0.50(N.D.S.) *SEE UNITATNONS OF USE FCR -SPRUCE PINE FR NORTH W/G-0.43(N.D.S.) BLADE to ON SHEET 18. -SPRUCE FINE FR SOUTH W/G-0.36(N.O.S.) -M!N. 1/2-COX PLYWOOD(1986 APA) 4.ANCHORS SHALL BE RNSTAI.EU FOIIOMNG ALL OF THF HECGw*NGAT10NS AND SPEC.PCATIONS PER NDS 2015 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 11+ �,.TIL(/` 12017 TNLTECO.INC, m 2017 EASTERN METAL SU-PLY, INC. P ,1 �� '�y z BERTHA MY A.S.S.A. Accordion Shutter System KV. eLAnEw OR w o FLv. WINDOW BL/�E American Shutter Systems REV.Np DESCRIPTION DATE I DRAW,BY.LC. TILLIT TESTING k ENGINEERING COMPANY S s»5 N.W'.aM.51.SM.]O5.NRGINN GMDF'N5,PLORDA JSf Association, Inc. 1 CLO 15-DSA 7/2e/1 DATE.07/28/17 ^ 4268 Weslroods Drive 2 PN :(305 71-1530.F-,:(335)871-1531 DRAWING No OP; a L ,-mal:DR.-D.,L m Wes: 'alm Beach, FL 33407 3 O,E LOB` q� ,, EB-0006719 4 17-108 WATER A.MLR Jr. P.E. �ppc� FLOR,DA Li.A 441157 5 SHEET P.E. SEA 194T,�I_'/DATE 6 8 OF 18 POLRED CONCRETE CONCRETE ANCHORS POURED CONCRETE—. OR CONCRETE BLOCK (SEE SCHEDULE ON SHFFT5 6 iV 71 DR CONCRETE BLOCK WALL REOUIREC WALL REQUIRED { r' E%GL SS ..I CONCRETE ANCHORS 1/4`0-20.3/4'S.S. BOLTS W/ GLASS I i NUT& WASHER O 9'O.C. .SES11.1.1 To O ' (SEE SCHEDULE ON SHEETS 6& 7) .1I _ rGLASI(SEE SCHEDULES- t SNE•r S) • I. F.O.' .. v T I S . . 1/2 11N.SL'MMES :0 GWS ---CUSS(SEE SO£GXF.ES- I i �% 7 1/2'—+ —_NYLON COVER ]p10AA ES(w SHEET 51 I I ON STEEP 57I -�I � 5 l :i ii O ®♦ i j } , 1/UaIL"0E3/4•I.H. S.D.S. W EXIST-NG x EXISTING �55 � TEK SCREW O 9' O.0 POURED CONCRETE -CONCRETE ANCHORS GLASS OR CONCRETE 8.00K (SEE SCHEDULE WJ SHEETS 6& 7) L 1 _ -. I WALL REQUIRED 0 WALL MOUNTING INSTALLATION 0 WALL MQUNTING INSTALLATION (5) WALL MOUNTING INSTALLATION --- —EXISTING Ex15TING—j G1 ASS- I ----, i CLASS NIN SEPARA'"To -1 SQNLRAi T6 CLAS HILL 56AM110N ro GLASS(SEE SCHEDULES- -A ¢SCHWULES am SFw S) i I GIAss�ET 5) SHEET I I O ON SHEET 5) I 0R ♦ 'I I I I I O E%GLASS 1 GLASS . I I' , +... � --+,/'•HLA% . I � n 7.•wa 8 - -- `J - C. D.• _ EDGE CF - :~ NHn. , ..- p LOGE 0� V S _..... __ 51X9 IF OSLAIR IF or O or L- tn• '�. APPUCAB E -� [0-+--__ APFOCCAL'.f: .-- -_. - 1/4.0-20x3/4"S.S. BOLTS W/ POUREC CONCRETE .: NUT&WASHER O 9.O.C. -- -.. --._ - '.-• CONCRETE ANCHORS , RFOUIRFr, _ _ =rh--- _ (SEE SCHEDULE ON SHEETS 6&7) POURED CONCRETE - �' , E.D POURED CONCRETE_ OR OONCRICTE BLOCK---- -_.__.._. CONCRETE ANCHORS CONCRETE ANCHORS OR CONCRETE BLOCK WALL REQUIRED - (SEE SCHEDULF ON SHEETS 6&7) -(SEE SCHEDULE ON 5•-Tf WALL REWIRED �2 WALL MOUNTING INSTALLATION 04 WALL MOUNTING INSTALLATION 6' FLOOR MOUNTING INSTALLATION NOTE FOR COMBei<TK)N OF SFCTx7NE ' E.D. - EDGE DISTANCE (SEE NOTES&-SCHEDULE Ot+SHEET 7) INSTALLATION DETAILS 1- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLE 2- MOUNTING SECTIONS CAN BE COMBINED SEE LINJTAIJONS OF USE EDR� IN ANY WAY TO SUR ANY INSTALLATION. BLADE 1`A.ON SHEET 18. C`•F'!F '� FLORIDA BUILDING CODE Non High Velocity Hurricane Zone R, ES 9 2017 FA`7.FRN METAL SUPPLY,INC. ,TL 1�;�= L2D,; T�LTEGG.INC. BERT HA H�M c�"s `� ASSA Accordion Shutter System �L E C INC. ■ ■ ■ ■ ' ? KV. S ADE W OR W KV. WWMAG E#3 ME T American Shutter Systems REV.N. DESCRIPTION DATE DRAM+W.L.C. CCI TIT TESTING & ENGINEERING COMPANY "t" :•*.' Association, Inc. 1 oto,5-066 7/26/1DATE:07/28/17 6755 NW.34U.S,.,Sb.305.VIRCN GARDWS.FIARZI?J'e. Obi fh.:(3057671-1530.Fe.:(705)871-1531 4268 Westroods Drive 2 DRAW NO No a44 III` • ice 00060719' Nest Palm Beoc7, FL 33407 3- EB-0005719 17-108 OVA L 044",H''1I WRTORE"wALla..0 u167E 5 SHEE- P.E. �Ft S761tIA9'*/DATE 1 6 9 OF 18 CONCRETE ANCHORS POURED CONCRc E (SEC SCHEDULE ON S11CCT 7) REOU,RED EDGE IF ALL PONTS SOLID SEF)(EXCEPT $AB F E.D. APPLICABLE -- ---' - O.C. (SEE NOTE TCN SHEET 5 . POURED CONCRETE OR FOR IIMRATpN$) _Fq F •• REQUICONCRED BLOCK - EO—EO- ,/-tMCHINE SCAM USING 1/2" ©_ 1/4"-20 NUTS O 12.O.C. 2 � -.1/4"MAX. 7 :J 3.00" EXISTING -- _--.__.._I MIN. E.D., fl I 2 -1/4"MAX. CLASS uta s7rAATIw+ I I 10 aAOm i 3N MIST a) I _..O1 Da 0� E%ISTNG O I i cLws ! I , I_ mw srwalon --- m - G Q ® CEILING MOUNTING INSTALLATION EXISTING t GLASS- . I _T/4. 1/4"8 RW BULDEX TAPCON W/ADrMM THREADFCRM • BpwUTgn I I TECHNOLOGY OR 1/4.0 POWERS FASTEF[R$TAPPER+ Taws ANCHORS W/1 3/4'MiN. EMBEON£NT O 3"O.C. FOR 1 (sec scHrr.�:+Fs-- i I �1 OR ®O UP TO 6'-0"SPAN AND 4'O.C.FOR SPANS LARGER to w:sALT.r 57 THAN 6'-0'LP TO 7'-6"MAX.APPLY SEALANT AT � I I EVERY FASTENER HEAD(TYP.)(SEE NOTE tON SHEET s I-- EXISTING � � 1/4•MAX. FOR An«Js) lam- 1/�_ ,� CONI. SEALANT--�- -44 i "410x3/4'HEX WASHER HEAD TEL:SCREWS O 9"O.C. Kms. I , ALTERN ALTERNATE - EXTERIOR CONCRETE ANCHORS 1/4"0--20x3/4"SS MS USING 1/4'0-20 NUTS (SEE SCHEDULE ON SHEET 7) O 12'O.G. �) `/f-- - EXISTING NON STRUCTURAL SLAB BE OF— j) /"� '1"-.,. EDGE OF �% _ .2.00"MIN. .500•• '--WALL TRIM (DECORATIVE APPt ICABLE SLAB IF T.000- E.D. SILL) '-'f0-`�"CQ—" APPLICABLE MM. POURED/ _ POURED CONCRETE CONCRETE- --. ..REQUIRED REQUIRED O.-_ —F. D 80 FLOOR MOUNTING INSTALLATION A Q NOTE:THIS INSTALLATION SHALL BE REMOVABLE (9) KEYSTONE MOUNTING INSTALLATION �W1EN PERFORMED ADJACENT TO AN 4 E.D. - EDGE DISTANCE NA%1!AII.I A.S.D. OE51G1: PRESSURE: 464,-7�Gmf OPERABLE EXIT OR ENTRANCE (SFE NOTES k SCHEDULE ON SI-FET 7) !AAXUAL!A S.AurfER SPAN 7'-6" NOTE FOR COMBINATION OF SECTIONS: * SEE 'IMJTATIONS OF USE FOR 1- SEE SHEET 3 FOR TYPICAL SHUTTERBLADE `A.ON SHEET 18.ASSEMBLY INSTALLATION DETAILS (CONTINUED) 2- MOUNTING SECTIONS CAN BE COMBINED N AN'WAY TO SUIT ANY INSTALLATION. SCALE 3/8"-, FLORIDA BU LDING CCDt Non High Velcaiy NUrriCc-ie Zone) �JJJAJ aA, ~ = .2DI7 TILTECO,INC. 6'i 2017 EA,TERN METAL 5JPPLY, INC �•GE•t. =- BERTHA HVTM `' Accordion Shutter System -% I L Eco . A.S.S.A. KV. � W OR W o RV. WANWIV�E ya Y TICCIT TESTING ENGINEERING COMPANY American $11U}teE Systems REV.No OESCRMTgN DATE cRAmJ LT+ I.C. Sr/�^T�� •* 6355 NW.34m SL,w.305.vncan GARMS,FuaoA 33+F Association, Inc. I OLD 15-053 7/23/+ DATE.m/23/17 Pneo.:(305)871-1530.F..:(303)31-+531 4268 Wes(n;ad, (`,rwe 2 DRAWING No tl ,, .-moil:IIImeo0oo, M West Pclm E+each, F. 3340/ 3 - o,��s �ORIDP EB-0003719` 17-108 ,1T WALTER A TILLIT J.PE 4 P. SS£aiL/�tG�R.41F1R60ATE RORXA Le.( 44167 05 jHEEr0 t8 1` Min. •FLO.O.MIN 6`. 1 1/2'.---- - _-•JARIES_ 0.035`TH1CN M._ASTM - 2 Ma.. .REWIRED DOUBLE A-653 GRADE IG Min.0-60 METAL STUD CALV.STEEL METAL STUDS /OR OOR '4A AT t6"D.C. -- - �./ T- � FXKTING CiA55 • q W LREO•D.MIN, 1 3/4".6 1/4'. 37 0.035•THICK Min.CCM.GALV. O 6"O.C. IN U.l: __%1•u..v. r... I STEEL TRACK CHANNEL,ASTM A-653VAK(S - GRADE 40 W.G-60 GALVANIZED 'EXISTING FINISH 1- . _._. __ _ A ESD TROFSCRE WN(2) AS APPLICABLE I ACE ) ExtST:NG FMUSN �I 1 , /6.1/2"T70 SCREWS ON XITERKR AS APPLKIB-E— MiN SEII TwN TO GLASS I I Il EXISTING GLASS---—(SFE SCNEDMF ON SHEET 5; I _ G; 0) SEE DFTAII.X FOR REO'D.MIN. 1 3/4',6 1/4", I I SIDE CONNECTION- -0.035•THICK Mtn.CONT,GALV. .EXISTING r.NISH TO TRACKS ON STEEL TRACK CT JIYEL,ASTM A-653, AS APPLICABLE I I SHEET 13(TW.) GRADE 40 W.G-60 GMVAN17F0 FASTENED TO STUDS w/(2) -37C 378 N� U OR®OR #6.1/2-TEK SCREWS ON INTERIOR .•EXTERIOR FACE V 6-O.C. a 6'O.C. FEOUIRED Dma+ W u METAL STUD ._-_. _1/4"6 TEK CMET ST DOUBLE 1 O 6"D.C. TO 70 METAL SND REOURED MiN.61 1 1/2'. w 2'N6x. 7 T DWBLE STUD 0.035'TH'CK Min.ASTM f—FXTSRNG CLASS A-653 GRADE 40 IGn.G-e0 6 6� O.C. MIN. EXISTING GLA55 GA:V.STEEL METAL STUDS O.G. --AT-16" QO B.O.WALL MOUNTING INSTALLATION VARIES " -- ,/16-.3'MAX.-- q�o. --- 2.000'-- ---- 5 21C. 12— (6063-T6) CONT. g �Z ALUM. CLOSER 0 063- r _' r-70llJ7lll/Jllllllm7!/ PLATE. (LOCATE AT -_ —� - EITHER SIDE OF 37 1/4"o NOMINAL \ --- — -- — 37 1/4"0-20X3"BOLT ALUMINUM SLEEVE '10.1/2"S.M.S._ N100/2"s.M.s.__ O 16'O.C. O 16 O-C. 1.373"— .250 050' _ L 1/4'0-20 THREADS � 37 1/4"0 ELCO CONSTRUCTION --0 OR®OR PRODUCTS FAB-LOK HD END INSTALLATION INTO METAL STUD WALL INSTALLATION DETAILS (CONTINUED) SCALE 3/8"=I- SCALE 3/8•'=t•' p� // FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 1LI1 •`i,P I�// -2017 Tc TECO, RJ.' G 2017 EASTERN METAL SUPPI V, INC. A'��`P�' NIS,' lL��`� ERTHA HY" 3Accordion Shutter System IL E C O ,Mc. A■S■S■A■ KV. BLADE #3 W OR W RV. VNNWW RAGE American Shutter Systems REV.No DLSCRIPTION DATE I CRAW:,BY-L.C. TILLIT TESTING do ENGINEERING COMPANY STATESTATE [ ' 6355 NW.J6l S!..Ste.305,YRGbP GARDENS ROMP:516 Association, Inc. 1 aD 15-066 712611 DATE:07/26/17 Or AA\ Pnone 305'671-1530. Fa. '05 611-1531 4268 Westroads Drive 1 p A ( :-mall:u:L.aaeaa�nom ) 'Nest Palm Beoch, FL 33407 3 DRAWING No '/�^••..•oA�O�:J ((+AAL fH-ODO6]'.R 4 17-108 WA S 11 TER A.TUIT Jr. V.E. FLORIDA Lk./44167 s SHEE- P.E. SfA! uRf• DATE 6 DA F 1 O � f�N LL CowNECTIQjj -- — - ; INSTALLATION WITH DET Cli ETS IU. 13 k 16 901,- J OR [�• HV BLADE W SEE ASN oR ""° ON SHEET 4. I HV CENTERMATES & OUT IN EXISTING GLASS SCALE 3/8"=1" SEE L'MJTATIONS OF USE roR SEE END WALL BLADE TAON SHEET 18. CONNECTION OR DETAILS ON SHEETS ` --L----------- ---------- 10A 13 A 1B -i--------------------------r---------------T--- — ._- 20OR03 OR&OOR /�� N. SEPARATIO`. _6 :/2" _... (SEE S OR OR®+O OR O+I.'f 1 `moi. SEPARATION '- .. MIN. SEPARATION \J C1A55 W/INSIDE LOCK TO HET 5) MINT SEPARATION (/y���— OR OR(4+® ,GLASS(SEE SCNEDULF W/S(SEE LOCK TO ON SHEET S) OR 4 C1A55(SEE SCHEDULE I N (SEE SCHEDULES ON SHEET 5) ON SHEET 5) D (INTERIOR) ON SHEET 5) I SEE END WALL CONNECTION _ 13 DETAILS ON SHEETS 10, 13 A JA I� �OR� ©OR^ N42t'f �OR 'oR 14 l� OR • OR OF' OUT (EXTLRM) EXTERIOR) �J SECTION AT END T I 11 SECTION AT SYMMETRICAL 1 DIRECT MOUNTS CENTERMATES W/ LOCK 16 OR F11 CENTERMATES W/ LOCK 1§ OR MMLML (6063-1/AHJ.OY)ON A. HM 2',2a -T----------T---- ---------------T--- T------ 1 SHEETS W/(2) t/s'f rAPCDN -----_-- 2 OR 3 OR 6 + � OR 8�------ ---- tOA. 13 k 16 TO CD\t:RE7E(TOP/BORdJ - -i/2' - (4)/1D.1/2'S.Y.S.TO r./104/6'S.M.S.a 12' OR®OR®+O OR O+I M M!",SEPARATION MIN. SEPARATION AT EACH ANGLE O.C.FULL LENGHT \� YIN. S£PMAT.OIJ ON.SEPARATION TO GLASS TC GLASS N /•, � ® TO C1A55 W/INSIDE TO BASS W/OUTSIDE (SEE SCHEDULES (SEE SCHEDULES 1 O OR >IOR 4 LOCK (SEE SC LOCK(SEE SCHEDULES�W/ SLY fOR SECT10T1 70 ON SHEET 5) ON SHEET 5) 1 ON SHEET 5) ON SHEET 5) 'ROTTOSt) l 1 13 OR 1 iD 15 _E 1/2" 11g• SECTION AT SYMMETRICAL SECTION AT OPPOSING � © SECTION AT CORNER POST OUT .1a* CENTERMATES W� LOCK ��" CENTERMATES W fLOCK� FLORIDA BUILDING (NonHiql, Vvlocl.• Hurricane Zone` ,11,1 A•T �� C:017 11LTECC,INC. T.2017 EASTERN META'.- SJPVLY, Illi BERTHA HV" % % A S S A Accordion Shutter System IL ECOHN�. ■ H.V. aAnE#3 W OR W/o H.V. WINDOAF 6tADE / American Shutter Systems REN.NA DESCRIPTION DATE CRAWN eY:It. TILLIT TESTING k ENGINEERING COMPANY 6]ss n :etn.st.,lt..2C5,vA1GM GRDENS,ROPDA 1]15 Association, Inc. 1 OLD 15-M 7/26/1 DATE:07/2e/17 QTATC AE FIw".:(305)571-1530.Fa.:(305)571-1531 4268 Westrcods Drive 3 DRAWING No 20RIOa: `4' West Palm Beach, FL 33407 3 17-108 7_108 WATFR ATA IT J P.E 4 ET P. 'sa AC NkT'JRf•�DATE FItNi#.A Ik./u167 ` 11 or /s M Eta UlL INSTALLATION WITH t SERIES 9444 ALUMINUM � SEE NOTES ON HV'T•LOCKS(D ON IILS ON7024-T3 ALLOY) LARGE FLANGE THIN SHEET SHEET 4. s�s�°13" 16 Cl)i J HV BLADE W/ RT,PART 0820,AS MANUFACTURED NT AVDEL CHERRY TEXTORN, PARSIPPENY, NEW H "T" LOCK CENTERMATES JERSEY 01054 OR EQUAL OORODR©+ TOOK® ,I DETALS-ON 0.®�®+O OR O EXISTING SUBSTRATE IV Ir SCALE�3( S/8"=1" am 10A- 13 k 1�. 1(`Jr•/1 OOROORO4O -- ___._�--MIN.SEPARATION ---IAN hFPARATXN MIN. SEPARATION -_ - --_--- - ------------ ----- ��-��µ8 I EXISTING GLASS ® i/2• OR OR .+. OR TO GLASS W/OUTSIDE TO GLASS W/INSOF 70 GLASS MIN SEPARATION LOCK(SEE SCHEDULES LOCK(SEE SCHEDULES (SEE SI N 0 GLASS ON SHEET 5j ON S-WFT 5) (SEE SCHEDULES IN — ON SHEET 5) SHEET 5) r5 AL 7 _ I 2718 19 �� 26 26 v 14 SECTION AT END OUT to 20 OUT 1/4'0-20 x 1' �- -6 I/2-MAX. SUCK - S.S.M.S. W/1/4'0 x .=_Q SECTION AT HV "T" (�& SECTION AT SLACK DETAIL (1F APPLICABLE) DIRECT MOUNT) MIN.SEPARATION TO GLASS s/B RIVNUT•. 2t CENTERMATES W/ LOCK (21 EXISTING GLASS -(SEE SCHEDULE ON SHEET 5) ------------1------- ------------------------ ----------- - - --------------------------- OROOR 6 7 OR O ^ O O �� 6 1/2' .. _. _-__� MRI_ GLASS R Q OR 8 + 5 OR r ED SCHEDULE`ON INSTALLATION WITH I N .�—J 1/4'.----'-'---_.-4 5/8-__-._., HV BLADE W/ HD CENTERMATES - - — — - - !22 SCALE 3/8 rl--09 r 23 O 22 23 OR 22 �'� SEE NOTES ON HO LOCKS®ON SHEET 4. OUT •• 25 24 22 — •• 25 24 20UT 77 SECTION AT END (DIRECT MOUNT) ® SMTION AT SYMMETRICAL HD LOCK 0 """" ERMATES WZ HD LOQK 16 FLORIDA BUILDING CODE Non High Velccity Hurncone Zone 1t1R Ip �,2111'Pt TFCC.111' C 2017 FASIERN !.ZETA_ SUFI'LY, INC. a' '�\CENSE'•.`�9 _ BERTHA HW IL E C O �D1N:. A■S■S.A. Accordion Shutter System KV. BADE W GR W o KV. WINDOW BADE IAN' Q TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems R[Y.No DESCRt►TKx1 DATE DRAWII fin. I.C. �,• „ Q' beCCialiarl� Inc. t Do 15-0!6 1/70/1 DATE.17/28/11 5155 N,W.30M.SI.,S.306,WRCxiLL CAROM.FLOPC7 331E • PAom:(305)871-1330.Fox:(305)871-1531 4268 Westroods Drive z DRAWING No sS��NAI��G\ ®� eoe D c West palm Beach, FL 33407 3 17-108 7_'08 WALTER A.TILUT Jr.P.E. 4 P.E. SEAL%%MATJRE/DATE FLORCA U. 44167 a 12 L OF 18 END INSTALLATION INTO CONCRETE OR CONCRETE BLOCK WALL♦ POURED CONCRETL SCALE 3/8"-l" ORUCONCR ERED CONCRETE OR CONCRETE _ R - - BLOCK WALL REQUIRED -- ---^_' BLOCK WALL REQUIRED - --- - - - -_.- - - ORCOI RETE RETE _ ,. . POURED CONCRETE OR BLOCK WALL REQUIRED • ''1 Cv CONCRETE BLOCK WA_L ; 1 . ._EXISTING GLASS t/4"�ODIICRE7E� REOUIRED •�� Y"��'' EXIST�NG GLASS MIN. -EXISTING GLASS -,%ISTLNG GLASS .I. LOCATE AT.^,_ __ (6063-T6) CONT. \ ._ / R SIDE Z ALUM. CLOSER FUSE 1'OR 2'MAX. *-'-7" _ PLATE. (LOCATE AT v i (AS APIPLICABLEht2".1/8'x0'-2" / EITHER SIDE OF 4O) �3 ALUMI M CUP ANGLE (8063-T6 ALLOT AT M /10x1/Y S.M.S. 1 W/ (1)#1 .,12"S.M.S- TOi9 1 1 _._I _ _.-_ h (2)1/4'0 ANCHORS TO WALL `'./OR ,6•Q.G. O 16"DC.; / --- SIDE QD.C.(L TE AT EI7HER .��. , OR SEE DETAIL X FON I / XZ� ® SEE DETAIL X FOR 510E CONNECTION 1O—� 'A� SEE DETAIL % FOFL;� OR SIDE CONNECTION- FOR- 10 f1 TO TRACKS J KS OR � SIDE CONNECTION OOROOR©+DOR®- TO .RACKS OOROOR©+ ]TOR®-- IV OR®OR®+OORO+OOR®OR®+® -._0OROOR 6 7 OR® OR®ORC+OORO+OOR®OR®+® OR®OR®+O OR O+O OR®OR(&+@ v 10 END CONNECTION DETAIL END CONNECTION_DETAIL 3 END CONNECTION DETAIL ® END CONNECTION DETAIL 4 REQUIRED ONLY FOR SPANS GREATER THAN '7-0" ___ •_-_ _.E%ISTWG GiASS - -POURED COQYCREIE OR .—EXISTING �. CONCRETE BLOCK WALL GLASS .•• •" -• REQUIRED________ ____ 11035 1/2',S.M.S 90 • 18'O.C. - --� `OOROOR C OR ', 4I'�.. .� I. t 2"MRN. Y - : ANGOR a 1 _ '---�----- (06 • ANCHOR 0;1".O.C.. �I ---.-. _.-:-:::::. ---------_. � \/OR®OR® Ile#COHC9EfE / ittttttt� i j .._• 1� xl (2)�J —(20 2'MIN. ! 10 2"MIN:. t0OROOR QOR_ PLAN VIEW Y OR LA. ©OR®OR® DETAIL X 1 OR 1A - POURED CONCRETE OR AL _O O `/ 77 OR®--� CONCRETE DLOCK WALL 2 OR 3 OR ♦ SEF IIM�(ATIONS OF USE FOR REQUIRED .- n ,� ,.(� ill OR`J OR®+G OR 2.0 OR(.7 OR®+® BLADE ON SHEET 18. C END CONNECTION DETAIL \� t,,,6A 4* CONNECTION DETAIL FLORIDA BUILDING CCDf_ (Nc�n High Ve ocl;y Nurrieone Zone) ,I�t •, ��T �.017 TILTF.CO.II1C 4 2017 EA57FRN VF TAI SUPPLY, INC. NSF•• vj% -�-�-__ BERTHA HV"'IILIEC O �N�. A.S�S.A� Accordion Shutter System KV. BLADE#03 w OR w o KV. 1MNMW BLADE f7 * TILLIT TESTING k ENGINEERING COMPANY American Shutter Systeme REV.No DESCRIPTION DATE CRAM!EFY:L.C. r6355 N.W.3NN.St..SW 304 vIRW"GARDENS,FLORM 3316 Association, Inc. 1 -OLD 15-086 7/28/1 DATE:07/28/17 Ph—.(305)071-1530.Fax (.WSXi71-1531 4268 West,00ds Drve z .-maL N-0-1— `gest Pam Beach, FL 3407 s DRAWING No �"-ss�ONA L ENG�� EB-C006710 17—108 WA, A TR•UI J.P.E. FLOfLDA Lit. A116T 6 s I OF 18 P.E."S`EAL/91G7VATURE/DATE WALL FINISH —EO---EO —2"MIN. 1/4'0 TAPCON OR'APCON W/ - -- __ _. EDGE { .. MISTING -ADVANCED THREADFORM TECHNOLOGY �. -- -. - (IF APPLICABLE) WOOD BEAM REWIRED. .. --' ./ W/ 1 1/2'Min.PENETRATION OF '� STRUCTURAL ADEQUACY OF EXISTING WOOD EQ -- EO THREADED AREA TO EXISTING WOOD '>_ -- - _fXISTINC WOOD BEAM TO BE CERTIFIED }` HEADER. (SEE SCHEDULE ON SHEET 8) TRUSSES OR RY REGISTERED RAFTER O 24' r .—/2• r 1/2". " O.C. REQUIRED ENGINEER OR MCHTEC7 PRIOR TO i Wll 11/2- i _ ______ SHUTTER 1NSTAUAT10N. 1/4"0 TAPCON OR TAPCON W/ / - _-¢--_ ADVANCED THREADFORM -300 R ®OR ® x...� - _EXISTING SOFFIT 0- PEo TECHNOLOGY f THREfD AREA /2-Win AC } I • 3/4`MOO. TANK. 2' I '�> TO EXISTING WOOD BEAM. (SEE MIN. I .y 11/4• I1/4' 3/{• EQ-' G 1"x4•x1/8'CONT.ALUM.TUBE SCHEDULE ON SHEET 8) MAX. TEK SCR (8083-T6 ALLOY)W/(3)5/16"0 LAG • SCREWS TO EACH RIFT OR TRUSS. 2 .• O 8"O.C. IDW LOCATE LAG SCREWS AT MTOTH OF E A" OPEN MOLEACH EXISTING WIJW MEMBER.2- in. Min. IMAX. �•�•:.`. I STUD TO ACCEPT NOMiNAI WIDTH) W/2'Min. EXIST IMAX. '�f,%ISTWG MMI. 2'a4 1/1" PENETRATION OF THRFAOEC AREA.VALID WOOD HEADER I :I OR S/�.G'0 LAG SCREW FOR INSTALLATIONS WITH 62p0f MAX. CLAS EXISTM4C_ REQUIRED AT CENTER OF TUBE. I X' A.S.D. DESIGN LOAD AND 8'-0'MAX. I I GLASS I j SPAN. THIS INSTALLATION IS ONLY VALID EXISTI I I FOR WOOD W/MIN. SPECIFIC GRAVITY I I y ' d 10 aAss GLASS OF 0.50 AS DOUGLAS FIR OR I OR (s4 x'Imuis 6K fN[ET 0) I I SOUTHERN PINE N0. 2. OR EQUAL. I I I u srkwnDR To rN.S %l,n ON s,OaT s) I OR aim xetTAa[s I I WALL CONNECTION AT TOP - -- - - 2W HOLLOW CEILING MOUNTING INSTALLATION 3W SOFFIT MOUNTING INSTALLATION 'O OR MAXIMUM DESIGN PRESSURE: 162 psf IAAX NUM SHUTTER SPAN 8'-0" .9dAMTpN ro UACs IL ' sc�eDlus oN sHr1T s) I I 2 i45CONT, sw soAIVSGN ro etAss I I uAa sswWnOu ro �� - 111 j -{T ; OR f1 A�♦ EXISTING.,] WOOL FUTE (sEE � sHn s) I. I /; samxa ' �J GLASS -[ j j REU'0.- WALL j I � OR (I NOTE 1 N- LEI u I I FOR(SELIMITATIONS)NSHEET 5 ECUS I I J L WALL- 1/1 u _ 1/4'MAX. FINISH "J MAX. ( ____. 1 ANCAL_HOR IL J Max. G LOCATION I k 010x7/4'HEX 3 OR 4 OR 4C41 } V 1n lASHER EO! ! �� - SCREWS O 9 oEc __ '/2•• 2'x6'MR..WOOD - 1/4"0 TAPCON OR TAPCON W/ i O CR 4 OR DECK REWIRED ` / --ADVANCED THREADFORM TECHNOLOGY ,A 11i 2` 1/4'0 TAPCON OR TAPCON W/ADVOIN�O (NO FINSH ALLOWED) W/ 1 1/2-Min.PE14UIIATM OF THREADFORM TECY0A OGY W/1/2"Yn.PDEWAW.: _ THREADID AREA TO EXISTING WOOD Z9 TWO-EA MEA RN'O PLYW00a(SEE NOTE 1 s O _ - PLATE. (SEE SCHEDULE ON SHEET 8) ON SHEET 5 FOR UMITATIONS) EDGE OF DECK - ���- EDGE Of a4"CONT.SILL IF MPUCABLE �6ECK!F _j" 1 -1/2"MON. COX PLYWOOD REO'D. --=2".JRN- - -- APPLICABLE --- PLATE REO'D. EXIST:NG WN. 2•x4'STU05 O 16.O.C. -rte- --_-- 1/4"0 TAPCOII OR TAPCON W/ADVANCER -` 4W WALL CONNECTION AT BOTTOM ----VAX RFQ'D.PLYWOOD TO BE ATTACHED THREADFORM TECHNOLCGY W/1 1/2'Mh. - 2" LAIN.- TO STUDS IN ACCORDANCE WITH PENETRATION OF THREADED AREA INTO WOOD J> 1 SECTION 2306 OF THE F.B.C. DECK. (SFF SCHEDULE ON SHEET 8), 1-SEE SHEET 3 -OR TYPICAL SHUTTER ASSEMBLY i5W WALL CONNECTION AT BOTTOM 2-AbUHTWG SECTIONS CAN BE COMB:NEO IN ANY NAY ilAYT!At11I DESIGN PRESSURE: *62 psf � FLOOR CONNECTION TO SWT ANY INSTALLATION. !AAXIMUM SHUTTER SPAN W-11' ,SEE LIMjTATDN9 QF USE FDR INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS RUDE / ON SHEET 18. SCALE 3/8--l- FLORIDA BUILDING CODE Non High Velocity Hurricane Zone EPI,1 SER A rj"'i 02017 TILTECC, ©2017 EASTERN META SUPPLY. RIC. BERTHA HV" LIE C O INC. A.S.S.A1. Accordion Shutter System * KV. BLADE W/OR w KV. WINDOW BLADE ��py• �*� TILLJT TESTING do ENGINEERING COMPANY American Shutter Systems REY.W DESCRIPTION LATE DRAWN Br L.C. /�••. STA ,' 4355 HW.M. St..Sa.!A,yRGHW GARDENS,FLORD/,33`Fr Association, Inc. 1 OLD 15-006 7/26/1 DATE:07/28/17 (308)071-1530.Fax.(305)871-1531 4268 Westroods Drive 2 :�if1••,•�Rt�A.••'CV'�i NG No •-­ESE�71v-•gym West Pnlm Beach, FL 33407 3 1 7I 08 WATER A MLC J/.PE { SHEET P.E'rSi�AaI.I �Nf4Rf%DATE RORG Lic.p 44,67 3 14 of 18 —_WALL FINISH —GLASS(SEE SCNEDUlES- 1/4-9- ED TH AD TAPCON W/ ) ON SHEtT!) W/ 1 1/2"Min. PENE'RATION OF - .�. —ADVANCED TNREAOFOIW TECHNOLOGY I ., i --.. --.: .:•. THREADED AREA TO EXISTING W000 Mw SEPAIMi'ON TO T, HEADER.(SEE SCHEDULE ON SHEET 8 -V _1 4"0-20x3/4•S.S.BOLTS W/ I 'NUT k WASHER O 9"D.C. -1C, 1•MN.- EXISTING -1/4'MAX. GLASS I I 1 2 MIN `S ". 2•x6"MM. J .� .... �.�rx DE, REQ U1R (NO FINISH ALLOWED) _ -_-. - - •i z,,,_�s EDGE OE DECK -u - BEDGE ECK.OF r f I < I :f APPUCAffiE _ - __ - _ LCXISTD4G MIN. 2"x4' --- APPLICAB:E W'000 HEADER 1 I I �:/ — OUIRED I: -----2'MIN._-.. _1/4.0 TAPCON OR TAPCON W/ EXISTING ux+ SEPAPAIIDN TO ! I ADVANCED THREADFORM TECHNOLOGY CLP "'ASS(SFE SCHFDULUS— I W/ 1 1 2"Min. PENLTRAT,.ON OF EN swTT S> 1I I EXn DECK. (SEE SCHEDULE ONSHE 8) -2'MIN.-- ® WALL MOUNTING INSTALLATION ® FLOOR CONNECTION EXISTING T EXISTING -----_ GLASS /l GLASS- MRI.SEPARAT4)N TO V' M.SFPARA104 TO I I MASS(SEE SCHEDULES --GLASS(SEE SCHEDAES— ON SHEET S) i i ON SHEET S) WALL. 5 l;.•uu. MWALL-- I I FI IS11/ L_I FlNISh ED EO run I — EO 1/4"0-20x3/4"S.S. BOLTS w/ EO , L- A NUT h WASHER O 9"O.C. 1/4"0 TAPCON OR Twcor.4 W/TECHNOLOGY !L._...2 1/2". AAD/VAN ED T READPFORM N OF llJJ -114x3/4"F.N.S.O.S.O 7"O.C. _THREA EO AREA TO EXISTING Y.'OOD -----' -- --- 1/4.0 TAPCON OR TAPCON W/ PLATE. (SEE SCHEDULE ON SHEET S) ADVANCED THREADFORM TECHNOLOGY W/ __2"x4"CONT.SILL WALL FROSH ,_2•x4•CONT SILL 1 1/2"M'n. PENETRAT,ON OF THREADED PLATE RED'0. PLATE REO'D. AREA TO EXISTING WOOD PLATE.(SEE SCHEDULE ON SHEE'8) �91N WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION -SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2-IADUNTNG SECTIONS CAN BE COMBINED IN ANY WAY INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TO SUIT ANY INSTALLATION. scA`F F ORICA BUILDING COCA (Non Hi9t, Yelecitv Hurricane Zone) 1111fI��\�...•.•..... :2O'.i'I..TECO.II�C RJ 2017 EASTERN METAL SUPPLY INC ,,A Y•�',10Er,+s�'(.`'��; L S S A BERTHA ter S o IL E C O �N�. Accordion Shutter System T} y rLv. BLADE W/CR w o►tv. NINDOW eleoE TAmerican Shutter Systems M.N. DESCRIPTION DATE OVAwN Rr L.C. IlL1T TESTING h ENGINEERING COMPANY Association, Inc. , c:c 19-0e6 7/2n/1 DATE:07/28/17 em U.W.sou.sl,w.30.v,RwN+cAKDtNs.ELOREM 331W. 4266 Westrroods Drive 2 Pnon. (307)e71-1330.Fax.(3D3ki71-1531 DRAWINC No .-,-:1:eR..Paow._ Wes' palm Beach, FL. 33407 3 17-108 �7_,�O8 �Rl�n.••\��111L, WALTER -0006719 4\ P.E. < V FLORICA Lk.#44167 a SHFET t8 0 ,p� ��N9 ,, P.E. SEAe/$IC;Ridf7�&TE END INSTALLATION INTO 2"x4" MIN. WOOD STUDS _ SCALE 3/8 T" 2"x4"MIN. #000 2'x4"MIN. WOOD _ —STUDS REO'D. —STUD MIN.WOOD •+ ��'STUDS REO'D. 2"x4" MIN,WOOD y4 1/4"0 TAPCON OR TAPCON k%/ r STUDS REO'D. _ o,a 1/4'0 TAPCOI OR TAPCON W/ • STUOS REO'D. AtANKCFO THRE, Qw TECKIA CY ADVANCED THREADFORM > � .�T ICHNOLOGY ANCHOR O 6"O.0 -- S _AN. •E"O.C.N/1 I/2'MN. + _...- W/ 1 1/2"MIN.PENETRATION i f. 1 TFA1'FIIfRA1KkON TmO�t/?PCOX�. - D INTO STUDS OR W/MIN. 1/2" v- �� i PIYNDM IF N0 STUDS EXAT. —EXISTING PENETRATION TO 1 2,CD% ?,i ,�OSTR10 v� j \ GLASS 112-N'N.C0x_ :Y %. -' PiYMOCO � PLYWOOD IF NO UDS EXIST. GLASS r � EXISTING - 1 i ISi1NC 1%2"MN.CD%__ t. 1/2"WN. CCX CUSS _ A - f ^ 'LOCATE 1/16"x3"MAX. ` WALL *USE I"OR 2 VAX \ / '. /2"MIN.COX _ / 1 R AT 1 2^ (6063-T6)CONT. FINSH (AS APPLIC49LE)x2"x T/8'x0'-2 w,� ELO SIDE " PLYIYOOD. ( 1 ALUM. CLOSER ALUMINUM CUP ANGLE ( I FINISHI OF ) 3 A ERHEROS DE (6063-T6 ALLOY)AT MIDHEICHT_+- (1) 0100/2"S.M.S. TO J R 1 — 1 #1Cx1/2"S.M.9,;__ 1 1 (2)1/4"0 TA-'CONS ANCHORS TO 1 g I WALL AT U.C. (LOCATE AT j OORg O 16"O.C. _ -. _ 0,0.1/2"S.M.S. -- -- ' 016 O.C. i ERW HER SIDE SEE DETAIL% FOR. -1 O— -- -_-- 9 1 �� SEE DETAIL x FOR_ SIDE CONNECTION 9 1 / SIDE CONNECTION I ORlA TO TRACKS ( ` �/ �O OR TO TRACKS l"/ LORI 5 IORC)+C OR®, 1_'OR i_A SEE DE ON x FOND! 9 �J L-T _ SIDE CONNECTK%a OR\J OR®OR®+O OR 2/+� To TRACKS -OOR�OR 6 -` OR®OR�dl 1 END CONNECTION DETAIL (2 END CONNECTION DETAIL C OR�oR®+G OR 021($) .END CONNECTION DETAIL 1/4"0 TAPCON OR TAPCON --EXISTING GLASS 2"x4"M . WOOD (J END CONNECTION DETAIL #/ADVANCED tHFFAUFORM _ -___l__ STUDS REO'D.- —EXISPHG 1/4'0 -APCON CR TAPCDN W/ ----- - ----- - GLASS TECHNOLOGY ANCHORS W/ ADVANCED THREA,)FOFIJ * SEE LII,ATIONS OF USE FCR 4 REOUIREO ONLY FOR SPAYS GREATER -,W. 12'-0- 1 1/2"MIL PENETRATION #10x1/2"S.M.S O 12"O.C. '� ��W/ t t/2' 016 O.C._. BLADE ON SHEET 16. MIN PFNFTRATK%V O 12"O C. 7/2' O v MIN. ? —10 C} -{DOROOR®OR 2"LIP+ 2"MIN. ' =� i OR 1A `t.7J 1 OR 1 A WALL \ — OOR(jOR®OR— PLAN VIEW Y STUD MIN. 'D. ,•IASL 2 oR 3 oR g 7 OR g 6 ®OR¢� DETAIL X STUDS REG'D. — HVISH � O C+O ( ��� OC OO OG IS) END CONNECTION DETAIL OR 4 OR CA) gEi AS,oR 2 + 5 C) END CONNECTION DETAIL FLORIDA RU'I DING CODE (Nnn H. n Velocity Hurricane Lne) 11• '1011 'ii'F CC. NC / $r` 20'1 E'ASTFRN META_ SJPPLY, IINC S .1`II � \GENS' T`�9= V'�- B RTHA NIL EC O iNc. A■S■S.A■ Accordion Shutter System RV. RADE #3 w aR w FEV. WR )Ow R.AOE •* TILLIT TESTING @ ENGINEERING COMPANY American Shutter Systems REV.Nn DESCRPTKM DATE I CRAWL BV-L.C. STATE OF ;'Q; 0755 NN 34m.St.,M•.305,VIRGNM WOOS.FLORIDA 3316 Association, Inc, 1 CLD 15-MS 7/28/1 0A7E 07/26/17 77" Pr:on.:(wsk71-Isro.Fox (305)571-1531 4268 Westroods Drive 2 DP,AW,NC No Co 1\ •-t1ro2:liK.en�oti.cr.n West °alm Beocn, FL 33407 3 •- EE1� 1 EB-0006710 17-108 1S(J` �p tl\ WAITER A TgLIT J..P.E. 4 P.E.'-..'t�SlCl`L;AdJOE/DATE FLORIDA Lrc. 44,62 5 SH 6 16 OF 18 G.1875' — 0.0625" 0.0625" '2"MIN. CLEARANCE 1 1 TO BLADE TOP EDGE f1 -'j" 4 _ MV WINDOW BODE/3 SECTION X—X 0.0625" BLADES- I 3"0 OPENING KNUCKLE(TYP) I / r`.-;--_•i / 0.0625" a POLYCARBONATE SOURCES FOR 3B 81,1.7500 \\ TYPICAL PROPERTIES APPLICABLE STANOARO: RESULT FIAT PORTION . \\ REFERENCE OF BLADE X X —. ^---- 313 KV WINDOW (I --1 SPECIFIC GRAVITY ASTM D792 0.043 ID/in' 0.043 10/in' --� / 1.3750" TENSILE YIELD STRENGTH ASTM 0638 0.100 ps.l. 9,500 p.t.i. \ ?, m2.8750" /r °.EKURAL STRENGTH AT YIELD ASTM 0790 12,500 P.J. I 13.400 p..i. F.E%URAL MODULUS ASTM D790 340.000 P.S.I.: 345.000 p,,, wPACT- ' NO D IZOD ASTM D25e I 18 FT-IbCn 17 FT-Ib/In / ���( /j/ FIRE BURWNG„�HARM;iFk�jL{`$; \ SMOKE DENSITY ASTM D2843 47.2 S 64.5 R MAX. - i/_ _ =_ RATE OF BURNING ASTM D635 C-I CLASS C-1 CLASS -- 03.0000" ��' , SELF-IGNITION ASTM 01929 1040'F 980'F 2 7/8-MIN. CLEAR - 03.7506" MIE'ATHERING' ASTM 6155 SEPARATION BETWEEN t 2 1/4-CLEAR t 5 3/4' I P P BUDS OPENINGS BETWEEN TABS ON CENTERS TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 s.i 884J s.i. - 0.7500" TENSILE STRESS BEFORE WEATHERNG ASTM 638 8461 p.a.L 0880 P.4.L 38 POLYCARBONATE IMPACT RESISTANT HV WINDOW - - -'- BAYER MAKROLON 3103 POLYCARBONATE I RESINS, UV-STABILIZED GRADE \�\ EXTERIOR ELEVATION 12-MIN. CLEARANCE 'D EBOTTDM TYPICAL (1 A HV WINDOW BLADE #3 AND SCALL 3/8"=1" POLYCARBONATE HV WINDOW DETAIL r.L��I�� Fit,;;_��wc c;cor INor. High Velocity Hurricane Zone 4Z [207? TILTECC.OX, 4C 2017 rASTLR'N METAL SUPPLY.INC. \%Z El") •'�- BERTHA HVTM s A S S A■ Accordion Shutter System IL ECO �N�. ■ H.V. BLADE#3 W OR W 0 H.V. WINDOW BADE Q// 7 �•; American Shutter Systems REV.Ne oLxlarnON DATE I DRAWN BY.L.C. TILLIT TESTING k ENGINEERING COMPANY '• ST QF 4355 Nw.34m.m..St..-55.KRCN:w vAVEMS,no ave AlSOCIatIOn, Inc. 1 CLO 15-044 7/x/1 DATE:07/28/17 �� •.. - Ph...:(305)871-15-0. F9a.(305)S71-1537 4268 Westroads Drive I DRAWING No 1 .-,.me tilt-0-11- 'Nest Palm Beach, FL 33407 3 ..•'%� J ES-CCO1719 17 108 ••"' �v`•i'L NALJER A T.j LIT..PE. 4 � FLOR,>LK. ..i 4767 a SHEET17OF 18 P.E. SES N'MAT-RE/DATE r•�GENERAL LLARATTONS AND CONDITIONS OF USE FOR BERTHA (j HV BLAnF J3 ACCORDION SHLRTER SYSTEM WORKING IN 1 7 UNISON WITH 16 HV WINDOW BLADE A3. 1. MAX.A.S.D.DESIGN PRESSURE RATING. +62, -62 p.6.N. —N 2. MAX.SHUTTER SPAN: 107"-8'-11'O+62. -62 pAf MAX. SHUTTER SPAN: 114'.9'-6"O +55, -55 p.f .5.ALLOWED MOUNTINGS: 1, 2, 7 k 8 ON SHEETS 9 k 10; AS WELL AS 12" MOUNTINGS 1W, 2W,3W,4W,5W k 6W ON SHEET 14. MINIMUM 6 ONLY CENTFRMATES 13 14 (80TH W/ 18 OR"ARE ALLOWED WITX 1 �or �� I 1 1 ARRANGED IN A SYM LAYOUT. or I 1 r 5. (A) 1 HV WIIDOW BLADE 3 SHALL ONLY ALLOW A MAXIMUM OF 5 TM. EA I OPENiN�(3"0 HOLES)FUR PER BLADE AT SPAC14GS SHOWN ON SHEET 17. MAX, 5 WKaDOWS ( ` (B)MW.CLEARANCE FROM TOP OR BOTTOM EDGE OF to HV WINDOW BLADE/3 ALLOWED AT ,FN OF ANY 3'0 HOLE FOR SHALL BE 12 YlINDOW BLADE/3 MMIMUTA (C)FIRST ON LAST BLADE COMING OUT FROM STARTERS AT ENDS MAY BE e) SHUTTER SPA+ HV WINDOW BLADE 03. • SEE UMTATION W NOTE 2 (D) 1O HV WINDOW BADE #3 MUST BE USED ALTERNATE TO A SOUDO HV BLADE#3 N3 THROUGHOUT SHUTTERS WIDTH. p � 'S 0 (E) CENTERNATES SMALL.ALWAYS BE INSTALLED ADJACENT TO A SOLID IOHV C BIAOF/3 AT EITHER SIDE OF THEM. (F) POLYCARBONATE HV WINDOW SHALL BE INSTALLED 50 T TABS FACE R U THE INTERIOR CF THE OPENING NG PROTECTED. HV WR�OWLIUST BE SEE EVD_. ;8.. ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PR BY ASSA, CONNECTION 1 jail ! INC. DETAILS ON SHEETS 13 k 18 TYP. FULL 12' HEIGHT. TYR ? L 8 MINVUM e. SEE ANCHOR SPACING SCHEDULE FOR AN AND DESA INTO WOOD FRAME L Li 3� BINIDINCS ON SHEET 8,AS LIMITED 8V SPAN AND DESIGN _DAD(SEE NOTES C 1 k 2 ABOVE). iL.J 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 6 k 7 AS LIMITED BY SPAN (SEE PLAN FOR REOUIREMTNTS) AND DESIGN LOAD(SEE NOTES 1 k 2 ABOVE). 2 (8> TYP TOP k BOTTOM W 8. SEE MINIMUM SEPARATION TO GLASS ON SHEET 5. UNUWTED WIDTFI ELEVATION --�3 aC�,�.�jjj SY CENTERMATES®k 14 ijjp 16 TYP P, 17 / 11.01.1 TYPICAL HV BLADE #3 WORKING IN UNISON WITH HV WINDOW BLADE #3 SHUTTER* N.T.S. FLORIDA 3ULDiNG :;ODE (Non High Veloci`) Hurr.cane Z,rc t,•'�^\LT3 7����� -7p1; 'L'ECO,It:C. 'Z 2017 FASTFRN ME-AL SUPPLY, 11C. ............ . w_w BERTHA HY", /T1LIE C O �M�. A■S■S■A■ Accordion Shutter System j, H.V. BLADE#3 W/OR W 0 H.V. WNDOW BLADE / TIILIT TESTING k ENGINEERING COMPANY -CSB American Shutter Systems REV.Ne DESCRIPTION DATE DRAW!BY: X, VS7A Of :* Association, Inc. 1 CLD 15 7/22/1 OA1F:07/29/1, f� 6355 HW.30tH SL.54.:03.MCNIA GREENS.FLOI"C 3316fl P.o. (305)871-1530.Fox:(305)671-1531 4268 WeatfOOdS Drive 2 DRAW NO No est PGIm Beach, FL 33 3 ,ts,'•� AIDh.• � ,,,� \ 1 WAW407 EB-OOM719 17-108 LTER A iR1R Jr.P.E 11L FE- FLOA Lk./44167 5 SI s RID P. /0 � i �/DATE c 0 /T1 Ll ECO 1NC- TILLIT TESTING 6 ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tiltcco@aol.com FL P.E.Licrne No.44167 Fl.F.B.Liccnsc No.1X106719 CERTIFICATION OF INDEPENDENCE (Rule # 61 G20-3) Evaluation Report#: 17-0728.01 Date: July 28, 2017 Product Category: Hurricane Shutters Product Subcategory: Accordions Product Name: Bertha HV Accordion Shutter System (H.V. Blade#3 w/or w/o H.V. Window Blade#3) Submitted By: American Shutter System Association, Inc (A.S.S.A. INC.) 4268 Westroads Drive West Palm Beach, Florida 33407 Dear Sir(Madam): This is to certify that this Florida Professional Engineer, performing this evaluation does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. This is also to certify that this Florida Professional Engineer performing this evaluation does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the produhtfoi,%,,..,,, Cer)llt ofi�I �d�e. d��uce prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 4A'�6T),Pre�kle�HSpf c�, Inc. (Florida EB-0006719). W 44367 '• 10NAL 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166- Phone: (305) 871-1530- Fax: (305) 871-1531 I L ECO INC. TILLIT TESTING S ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco((r)aol.coln PL RE*License No.44167 PL E.B.l.iccnsc No.Oft,719 CERTIFICATION OF INDEPENDENCE (Rule # 61 G20-3) Evaluation Report#: 17-0727.02 Date: July 27, 2017 Product Category: Hurricane Shutters Product Subcategory: Accordions Shutter System Product Name: Bertha HV Blades 1 and 2 and HV Window Blade 1A Submitted By: American shutter System Assoc Inc (ASSA) Dear Sir(Madam): This is to certify that this Florida Professional Engineer, performing this evaluation does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. This is also to certify that this Florida Professional Engineer performing this evaluation does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Certificate of Independence prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). Cr tljv ON P,\- 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530- Fax: (305) 871-1531 L I ECO INC. TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@Paol.com FL P.E.Liccnw No.44167 FLER Lkmw No.(NN)6719 CERTIFICATION OF INDEPENDENCE (Rule #61 G20-3) p Evaluation Report#: 17-0727.03 Date: July 27, 2017 Product Category: Hurricane Shutters Product Subcategory: Accordions Product Name: Bertha HV Accordion Shutter System H.V. Blade# 1 w/or w/o H.V. Window Blade Submitted By: American Shutter System Association, Inc (ASSA) 4268 Westroads Drive West Palm Beach, Florida 33407 Dear Sir(Madam): This is to certify that this Florida Professional Engineer, performing this evaluation does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. This is also to certify that this Florida Professional Engineer performing this evaluation does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. > VIA Cert, b .Indeprkid face prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 440, 7), P.resid i� ;j�VcQ Inc. (Florida EB-0006719). 0, 441 67 . NAL EN 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166- Phone: (305) 871-1530 - Fax: (305) 871-1531