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HomeMy WebLinkAboutPRODUCT APPROVAL - SHUTTERS1/4/2018 Florida Building Code Online - Business & 'Profession A Regulation r r��a�mam BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search 1Fip lod a � Product Approval R USER : Public User Product Approval Menu > Product or Application Search > Application List Search Criteria 99pp ST. Lucie Coil Code Version (:::2017 F Dty pe�j�jn9 A I' t' T Product Manufacturer PH Ica Ion ype Category ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL Co h Raciiltc - Annlirahinnc Refine Search (::::D i�389 ALL ALL ALL ALL ALL ALL t��+ �� qjour)j r FL# Tvoe Manufacturer Validated By Status FL389-R9 Revision American Shutter Systems Association, Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Accordion -Approve0 oy LJbFK. Approvals Dy uurn snail oe rewewea ano ranne0 oy me rut, ano/or me uummission it necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: S50-487-1824 The State of Florida is an AA/EEO employer. 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Product Approval Accepts: ® = liffi= 99 M Credit Card Safe File COPY. building.org/pr/pr app_Ist.aspx 1/1 I. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (61h EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SMALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE- FOR A BASIC WIND SPEED RED RED 8Y THE JURISDICTION ERE SHUTTER µILL BE INSTALLED WITH A DIRECnONALRY FACTOR Kd-0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, UL71MATE DESIGN WIND (DADS DETERMINED PER ASCE 7-10 SMALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/ MAX. (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED., AS TESTED, WERE NOT OVER STRESSED. A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS: HOWEVER; A WINO DURATION FACTOR CD -1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V. ACCORDION SHUTTER SYSTEMS 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: -MN BLADE Q) 10214.01-03. 00715.01-03, 01004.01-05. 01214.01-05. #0317.02-06. 00609.01-10 AND 00210.01-11 AS PER TAS-201. TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS (MISSILE LEVEL D. WIND ZONES 1. 2 & 3) & 01220.01-10 AS PER TAS 201. 203.& 203 PROTOCOLS LARGE MISSILE. -HV WINDOW BLADE ® F0505.01-GS AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D. WIND ZONES 1, 2. 3) BASIC PROTECTION ONLY AND / 0725.01-88 AS PER TAS 202 PROTOCOL 2. W OWE (D AND MY WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UUITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 J. BERTHA H.V. ACCORDION PINS .(HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14x2.75' AND /14X1.75' RESPECTIVELY. 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksK YIELD STRENGTH AND 160 W TENSILE STRENGTH. PINS. SHALL BE COATED WITH BERTHA HV OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THOR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-TS ALLOY IS 30.0 k3I AND 35.7 ksi FOR 6005-T5 ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH SO k5) MIN. WELD STRENGTH AND BO ket MIN. TENSILE STRENGTH. AND SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.d.3.4. 8. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH, 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE (D : 12.13.14.15 AND 20 MV BLADE QQ & Q WORKING IN UNISON: 12. 13 & 15 B. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT /6'779.582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT 05-458.179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. T 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 S ALL SHUTTER COMPONENT EAL/COMPONENTEDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TO- 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. I I. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 17D9.9.3 OF FLORIDA BURRING CODE. ONE LABEL SMALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE 12. BERTHA H.V. ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APFKJEO TO. TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2• W BLADE CTD aND W WINDOW BLADE 1Q E (WHERE APP .Ag ) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 LNSTALtATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS MN SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE -.CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- MOOD SHEET 15 INSTALLATION DETAILS M-R. WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET IB AREA 3: HV WINDOW RLApF 1& ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: W WINDOW BLADE n ONLY INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 13, (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. I.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS P.EO.. PRowOED H£/SHE DOES NOi OLVIATE FROM THIS DRAWING SHALL ONLY BE USED -TO THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (C) INS P.E.D. µ1LL BE CONSIDERED INVAUD IF ALTERED BY ANY uEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (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 DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (0) ORIGINAL P-LO. SHALL BEAR THE OATE.AND ORIGINAL SEAL -AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FJpuAUAA��'' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon, 111 ........... . • •. �%✓ • jENs•...9 02017 TILTECO. INC. ® 2017 EASTERN METAL SUPPLY, INC. B RTHA MVTM 3�_IITEMT A■S.S■A. Accordion Shutter System f/[*,��(•,N �81AIt ; - TILLIT American ShuHer Systems v elrloE yT w/ aR w/o N v. N(NDOW IiIIDE U1' •••, •.'•� A� TESTING & ENGINEERING COMPANY ease D.N. 3e.e. St, Sts. 105• MR M OAWr+ FLoRCA 3316t Association/ Inc. N. N I DISCRIF110N OLD 15-085 DAN DRANK ITr — 7/27/1 ate 07/27/17 .......... tl�y`G+\�LL1� Phom! a (305)871-IS30 . Fax : (3D5)e71-1531 ­an: a an: t7EB-�8 79.. m 4268 Westroods Drive West Palm Beach, FL 33407 2 DIiAWINC No 3 '- F`- �i11 NALTM k TttMT Jr. P.E. 4 -f 1 / - 1 07 FS/01YA P.E. J fSffiOAYURE/DATE rIOROA Ua 1 44167 3 cuccr (DHV SOLID BLADE COVERED UNDER US PATENT #,5458179 1� HV WINDOW BLADE•/ OF USE OF BLApI-RON SHEET 19 ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W1 HV BLADE 1Q 63-T6 ALLOY ARRO ]EMPER 1.917- 0083- r 60• m 0- S;i 88- 15 11 HV CEILING HEADER OXIFIED FOR USE W/ HV BLADE(i)ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER N11 %MNYEQLt 1• I 1' 0.062• 16 SIDE ANGLES Q AUFlEO FOR USE W/ KV BLADE Q f063_-T6 ALLOY AND UUPrli 3OHV UNIV RCAI FI n w QUALIFIED FOR USE W/ HV BLADEQ 6005-TS ALLOY AND. TEMPER .085- FOR DLADE VARIES 1- Aar, .100 .060• c h' o. 1' 670 ip HV HEADER/SILL QUALIFIED FOR USE Vy HV BLADE�ONL' 6063-76 ALLOYY AND TEMPE ALUMINUM ANGLES QUALIFIED FO USE W/ W BLADE a ONLY. 6063-T6 ALLOY AND TEMPER ONV DIRECT MOUNT QUALIFIED FOR USE W HV BL A DE �1 6063-TS ALLOY AANNDD TEMPER_ ®HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE 6063-TS ALLOY A O TEMPER COMPONENT A a TI T2 1© 2- S• MAX. Vs. va. IB 2' 5• MAX. 0.192• 0.192- 19 2.5• 7• MAX, 0.190• 0.790- e 2' 5• MAX. 0.139• 0.131- "' 02017 TILTEC0, INC. ENSFC; 2 IL ECO e��� TIWT TESTING & ENGINEERING COMPANY ,t 6733 N.q. 36IA. St. St-. 305. V.RCM CARWZ. RDRa4 33 Phone 1 (3051871-IS30 . Fa. a (30SWI-1531 a male tzt-60B — !RN t �t'G 11t n AxnAir /n.Tr WALTER A. li Jr. P.. FLOROA U. / 44167 O5 HV 90'/180•r STARTER QUALIFIED FOR USE W/ W BLADE 1 6063-76 ALLOY AND TEMPER 994• 1 WO' 842 g n" ry 1 - .ezo O HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE (1) ONLY. 20 CORNER POSTS UALIFlED FOR USE W/ W BLADE Q 6063- LLOY AND TEMPER A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 1C0 HV RAINGUARD OUALIFED FOR UkE W/ HV BLADE (I ) 6063-TS ALLOY AND TEMPER, CODE (Non High Velocity Hurricane 02017 EASTERN METAL SUPPLY, INC. rr�r>• • M MA MM Accordion Shutter System Kv. BLADE y1 W/ OR W/O H.V. WINDOW RAM AWING No 17-107 HV CENTERMATE � a T USE W/ HV BLAME 1O& 1 LY Fes) �E 3-76 ALLOY AND TEMPER QUA ED, FOR USE W/ HV BLADE 1& IA ONLY �? 6063-T6 ALLOY AND TEMPER 1L31 HV CORNER I 9.TSe 1 � • I :.iso' I PLAN MINT n"ATION DOCKER FOR "T" LOCK CENTERMAT QUALIFIED FOR USE W/ HV BLADE IOONLY 6063-T6 ALLOY AND TEMPER t.91 083' .214' 7 H 0 -2z874* Q ALIFIED FOR USE W/ HV BLADE(UI ONLY 1.7 6' 6063-76 ALLOY AND TEMPER 4 a45' • O6Z e�Ony' . •OB . O HV MALE 0 " " I OCK CENTaRMATE 4.0 QUALIFIED FOR USE W/ HV BLADE 1 ONLY �1 HV FEMALE "T" LOCK CENTCRM U 6063-TS ALLOY AND TEMPER OUALIFED FOR USE W/ HV BLADE (1lONLY 6063-T6 ALLOY AND TEMPS 31' QUALIFIED FOR USE W/ HV BLADE 1 & AA 6063-TG ALLOY AND TEMPER LOCKING R000 QUALIFIED FOR USE W/ HV BLADEQI 6063-T6 ALLOY, AND TEMPER INSTALLATION WILL REQUIRE A 7/1§. 1LLED AT TRACKS FOR PROPER EA(BEI 6063-TG " 0 375'0 i6 HV 3f$"0-16 ACETAL THUMBSCREWS 3.161 4 N h h • U3 HD CENTERmars INSERT QUALIFIED FOR USE V// HV BLADED& 6063-T6 ALLOY D TEMPER 31/2' I/4 0 0-20 AISI 304 FRIESTHUMBSCREWS QUALIFIED FOR USE W/ HV BLADE Q iKNliLDEO CAST mI BAKED PMMD GRESS tURN R fFORW BA/65 CYUR001 (CKRDvr PLATED) ® HV EGRESS LOCK HV QUALIFIED OR USE W/ HV BLADE t & ®ONLY. .-.250' D.C. SIBS PLASTIC HEAD 2 MOLDED TO SCREW in 360' AFTER RIVETING 1/4"0--20 X 3/4" BEFORE R1Vr:ONC ^ S,S. THUMBSCREW 1f4"0-20 RIVNUT* *SORES 9444 AL %LWM 2024-73 ALLOY ) )URGE rW1cE THIN 8 SHEET HUMERI, PART 10820. AS MANUFACTUREO BY AVDEL CHERRY TD%TORN. PARRMENY, F-TW JERSEY 07034 OR EQUAL ® HV "T" LOCK HV ALTERNAT LOCK QUALIFIED FOR USE QUALIFIED FOR USE W/ HV 1V/HV BLADE01 ONLY. BLADE 10 ONLY. 44 M o `P= . r Ls vi o 0 - m .BO4' DQ -�-THUMBTURN CYUNOER OR KEY CYLINDER 0.875' MaL. 1 .125' Mac �mm m ^ S N CYLINDER OR KEY 1.57 MIn CYLINDER 1.76' MD.. HLLOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. OUAUFIED FOR USE %V/ HV BLADED& @A FLORIDA BUILDING CODE (Non High Velocity Hurricane Y11111Q���� - 02017 TaTEw, INc, 02017 EASTERN METAL SUPPLY, INC. 11 �ZEIy''•••._✓� BERTHA H TM L E C O �N�. ASSAAccordion Shutter System ,r 7 .■.. KV. RA E #1 W/ OR W/o Kv WINDOW BLADE * TILUT TESTING & ENGINEERING COMPANY AmeNcan ShuNer Sysfeme Ev. Rc DESCRIPTION DATE I DRAWN Br. LC. ` 0j STATE OF : ° "" 3 3f- v r s EURw 331 AssoclaHon, Inc. 1 OLD 15-065 7/27/1 D.fE 07/27/7 A-Phene : (305)871-1530 . Po.: (305)871-1531 4268 Westroads Drive 2 ORID a� 1L ®000D710 West Palm Beach, FL 33407 3 DRAY•lI�NG No us` ••••••••.... WALTDR A 74W Jr. P.E. 4 ' / —' O / P.Ee 1 N .�SEA���ATllRE1/DATE ROROA U167 5 eueeT SHUTTER ASSEMBLY SCHEDULE FOR HV HV D HV BLADE 1 ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER HV WHEEL CARRIAGE AISI 302=303 SERIES 0.870-x3/16- THICK NYLON WHEEL. 0.188"0 AfSI 302: SERIES S.S. RIVETS @ HV 1 3/4' ACCORDIONPIN W/ #8 HEAD HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW 1i Y F (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR HV (9 BLADE. SHUTTER ASSEMBLY _TY_P_ICAL N, .s. (2) HV PIN @ MAY BE USED IN LIEU OF @ AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 00.324- BLADE WHEN CORRESPONDING TO INSTALLATION "ll ", SHEET 7. (3) HV PIN © OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, B� SHEET QO WHEEL CARRIAGE DETAIL N. . 12" 101. tLE TO BLADE E BLADE'S 'o OPENIN KNUCKLE I—) 2 7/6' MiN. / HV WTNO CLEAR SEPARATION BETWEEN BLADE ° EMNOS ON c EXTERIOR _ 0625- .1675'� s1ADE ,0625' -0625 .0625' 2 1/4 Ww"S a ma CLEAR 6LmEE<1 TYPICAL HV WINDOW BLADE IAA AND POLYCARBONATE HV WINDOW DETAI N.i.S. POLYCARBONATE IMPA RESISTANT HV WINDO_ BAYER MAXROLON 3103 POLYCARBONATE 1CLEAM RESINS. UV-STABIUZED GRADE OR SABIC TO SL DE ao 'ME INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE 'F" ON SHEET 19). POLYCARBONATE SOURCES FOR U4 AFq AIC I.9EykT TVPRAL rfA7P0Tl[S STAN3M .n01 as wP x P7SV�a �voaA ®,z uewns no asc 1m, ro es EI>I�'81: SRNiC CR.VITt � ASTM.0792 o.w m� • 0443 D1 TOMLE TttLD smenM ASTU DUB 9.460 Pal 9.70o Pal. 3xI 11R4 SIK141N AT ItIIO ASIM WOO 12,51)0 P41 13AM P..L FLONN1 MOO= EIMAM, ASM 0790 34UM Pal 34A00 "-L NOTCM a0c ASTM 0256 is n-m/ n Fr-qt. Suaw corm ASTM D2843 472 3 Eta i MAf PINT or 911F`/M4 AMU 0615 C-t CLASS C-1 CLASS 3er 00" ASTII 01929 1007 9E0 T 1~upag : ASTM o10S TIMLE SIMNIM AnM MTATHUM ASM 6M .9302 0.-L eL.o ".L Te43E STRESS EVWE %TAMEW.tio ASIM ND E461 ¢ft EEEO paL \\\ ,'. T LfIle $ ' ✓� 0201 ,7 TILTECO. INC. TILUT TESTING & ENGINEERING COMPANY 6355 PLM. 35A S1. Sta 305, wow GWOe15, FLORCA 331 PrwPa : (3os)e71-1530 . I" : (3os)871-1531 a-m97: wta9oaote9rt WALTERHA. MUTTI4, P.E. TLORm/. U,- 1 44167 FLORIDA BUILDING A.S.S.A■ American Shulfer S stems Y AssociO}iont Inc. 4268 Westroods Drive West Palm Beach. FL 33407 CODE Non Nigh Velocity Hurricane Zone ®2017 EASTERN METAL SUPPLY, INC. BERT A HVTM Accordion Shutter System KV. RAOE #1 W/ OR W/O H.V. WN= BLADE 0� •.•. =�AQ(OP: •• \\ _ jss�ONALFN�'''1\ AAAAAA•'''1 P.E. SEAL/SIGNATURE/DATE N OESGI0PII0N OAT[ DRAtl71 Br: L.C. 1 OE15-085 7g. GATE: 07/27/17 2 DRAWING No 11 /7 — 1 O7 3 4 5 1 SHFFT O• O� O• p. � p. p. p. p, p, littti:7Fttaf,� Ii1�Ti R_TI>♦!■����r�, I I • r II ,T.I i•�. � � E lititixl�v�s•�tsii'if'La�iiittis�s� CONR. a• o 118{ TYP. FULL n HEIGHT. 11-M W R�?W�4W p1��•`L:'W'lY 10.15�©•O��V.�a — ©•O•©°tI:J•07 •18- ®•�DR1s•c�Dx19.15a1?'�'7' TYPICAL In HV BLADE SHUTTER ELEVATION N.T.S. 1 C5 OF CORNER CENTERMATE * W)JES—ON HV LOCKS AND CENTERMATES: 1. MANDATORY CONDITION /t; ONE HV LOCK G cr ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BOW 42 OF SHUTTER SPAY FOR SPANS UP To _105', AND FOR INSTALLATIONS ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR CENTERMATES W/(2) 1/4-0-20 x 1/2' LONG FLAT READ S.S. M.S. LOCATION OF LOCK SHALL BE AS INDIG SHUTTER ELEYATION. 2. OPTIONAL CONDITION N; IF D I OR FOR SECURTIY PURPOSES, UP TO TWO HV LOCKS q5 , U OR qq- MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS. TO CENTERMATES OR 0 SHALL BE AS INDI LOCATION O BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. /2 IS USED W= H.V. IDMM LOCKING RODS Or ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO -ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 0 OR -AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4• • ONE HV LOCK 4§ 411) SHALL, BE USED AT CORNER CC IIERMATE R ANY SPAN AND INSTALLATIONS AT AiiB Lit I: n�, ^� E OR INSIDE LOCK, ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/4 0� -2� - 1;iP LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS t�9 AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INOICATED-ON TYPICAL SHUTTER ELEVATION, MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. maiAlwnvna Al ANT eLLVANUN. ALTERNATE LOCK R29 MAY BE USED AS ANTNSIDE GR OUTSIDE LOCK. ATTACHMENT OF 1/4 o-2Ox3/4' S.S. THUMBSCREW TO I�JI OR ® CENTERMATES SHALL BE MADE W/ 1/4'0-200/4' ALUM. RIVNUT 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 t3 FOR KEYSTONE MD 1NTMG INS'RU I ATIR:'^• 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 @I or ® 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 W/ OR TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND CENTERMATES: 1. BE IN If Fn INSTALLATION! AT � ELEVATIONKS S MATE LOCK (�,�V�Y OBE USED AS AN ZINOF W C DE�OR OUTSIDE L LOCK. ANY.AT ATTACHMENT OF AN LOCK Q9 INCLUDES .USING REINFORCING LOCKER - AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE 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' SS.M.S. INTO A 1/4'Ox 5/8' RNNUL LOCK MAY BE INSTALLED AT MIDSPAN OR IY MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES• 1. HD LOCK( W/_ND CENTERYITES (3l OR 3 W/1 ; ONE ALTERNATE HD LOCKr_4 MAYBE USED IN LIEU OF HV LACKS OR �5 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK ®4 MAY BE USED AS AN INSIDE OR OU151D� LOCK. ATTACHMENT OF NO LOCK OD4 TO 0IS W/'3 fe x 3/8• F.H. SS.M.S., AND INCLUDES REINFORCEMENT INSERT ON AS SHOWN ON SECTIONS HDB-HV9 AND HDC-HVC,SHEET 10. LOCK'MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ( g,IS COMPLETELY OPTIONAL \11' \�^-•............ '�/' - `1 02017 TILTECO. INC. 0i2017 EASTERN METAL SUPPLY. INC. �.E•.,.�9 i A.SLS.A. BERT VTM Accordion Shutter System i * �? American Shutter Systems 1tv aAOE y1 w/ OR w/o 1tv 1MNDWV eu1nE !v. N D[SCRORION aAtt OPAWN BY Le jFaF •. \' TILLR TESTING dt ENGINEERING COMPANY am NN. Association Inc. t OLD 15-a85 7/27 1 a1E 07/27/17 . (7 ,t•,. \� \ MW. 5L. 5% 305. NRGOCA VADE.115, O MA mil R ! =_ • " • G\�LLd1 ANAL Phone : (305)871-1530 . r°.: (305)871-1531 °-" ���19 COT 4268 Westroods Drive West Palm Beach, FL 33407 : DRAWING No 3 a _/ - _ EN,,111 WALIER A. nLLR Jr. P.E 7-1 O7 P.E. SEAL%51Gi(I URE/DATE rL°Rw' U.44167 5 SHEET POURED vUUREO (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE SHEET 13) REQUIRED 1/4'0'20x3/4' S.S. REQUIRED REQUIRED ± 1 CONCRETE ANCHORS MACHINE SCREWS f CONCRETE ANCHORS - 1� ),/ r •1 / r SEE SCHEDULE ON W % a r . ' : 17 18 ®RY5tONE (SEE NOU1IMM ®pN SKM 7) r I ( / i/4•-20 (SEE SCHEDULE ON SHEET 1J) i� r,• �' r"� r' ,r / ' SHEET t3) Nu75 0 12' O.C. j !' % 1 /4.0-20x3 4' S.S. d ,r 12oRi4 ,>`^rrrr Min. // �r r _ EO MACHINE SC17EW5 i j /, I . I / ~1�• ] -- - USING 1/4•-20 NUTS ',• - % 172' r f o t2' O.C. r r j/2.... E. D. fr` 17, f' ` .250' MOx. .° _ _ 13 OR $ ✓ r' O O I E D.'r f ./ / .250' Moe % I J� ',y .240' ' r/ ! i OPTIONAL ' ' I !r ' �D , ff / ' , i MOx. ' zM 51PAPAm r OPTIOPM I- It FOR K (ONO EX05TINC i oI 9¢7 IO rCR• 1 I 1 OR �• ` t DUSTING ' MIN. SEPARATION TO GLASS 1 SEPARATION TO GLASS I 1 GLASSSIM (SEE SCF•EOULE ON SHEET 11) —(SEE SCHEDULE ON SHEET 11) Uq © HV WALL HEADER INSTALLATION BD HV WALL HEADER INSTALLATION + KEYSTONE EXISTING MW. SEPARATION TO GLASS , I m aAtsE' , 1 OR • 1 , (SEE SCHEWLE ON SHEET it) ) L_ S�IE w y� I I MLV, SEPARATION TO GLASS 1 DfSf WG_; 11Q�� it (SEE SCHEDULE ON SHEET IT) GLASS I i OAMSma® i �p� EXISTING GLAsss--;Cc % f OPTIONAL I I I d i! 1 fr. , , ` . - ° ✓` oPnotuL ; I 1/4• Mae f✓ ,,,-_� , "5� r ✓ r �15 13 oR /- ri r/2' f"--EL 13 OR • �r f r A 19 EO EOJ r r' f 1- j J 12oR14 _t 1/4'0-20x3/4• S.S. .�' '„r / f !' Min. MACHINE SCREWS USING r'\ / S.S. PHXWPS f r / /r/ 1 OR 18 EQT:'�EPHXWPS TRUSS HEAD i,{!✓• `r CONCRETE ANCHORS 1/4 0-20x3 4- CONCRETE ANCHORS © O TRUSS HEAD MACHINE SCREWS / ' 1/4"-20 NUTS C 12' O.C. (SEE SCHEDULE OR POURED CONCRETE (SEE SCHEDULE ON SHEEP tJ) // r• Min. POURED CONCRETE SHEET 13) v!/ 1/4-20 NUTS o 12' O.C. CONCRETE BLOCK `�' ••' OR CONCRETE BLOCK W REQUIRED O HV WALL SILL INSTALLATION ATIAN o SCHEDULE RETC OR REQUIRED RED CONCRETE (SEEHV W SHEET 14) OF ALL SILL INSTALLATION OR CONCRETE BLOCK - , WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMRMABON OFy -TOYO• 1- SEE SHEET 4 FOR TYPICAL SHUTTER . INSTALLATION DETAILS W/ E. O. - EDGE DISTANCE ASSEMBLY • SEE ATiONS OF USE n)R 2- MOUNRNC SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) rI'l— BLADE ON SHEET 18 1� H V B LA D E IN ANY WAYTO SUIT ANY INSTALLATION. '11 P A. FLORIDA BUILDING CODE (Non High Velocity Hurricane tone' \\ •• ✓" 02017 TILTECO. INC. 02017 EASTERN METAL SUPPLY, INC. 4 NSF BERTHA TM H 7TiL E C O L N �, A■ S■ S ■A■ Accordion Shutter System KY. MADE #1 W/ OR W/o Kv WINDOW MADE I ^� ar \$ TIWT TESTING k ENGINEERING COMPANY American Shutter Systems Ey, H p[SalmpN p tt pRAwri eC L.C. .(` '••., ( P: \` 4]59 NN. ]4a St 5la 30l, NRFAU t MD9/5, RaRp4 ,3]IB Association, Inc. 1 OLD is-085 7 27/I txm 07 27 17 On �kA.{ / / / '�—���(•— Phe : (305)871-1530 . fox : (303)871-1531 4268 Weslraads Drive 2 ie 11_1t.. 0co— West Palm Beach, FL 33407 3 DRAWING No ���x�iiiiil♦"� fYAt.TER A TILUT Jr. P.E. 4 17-1 07 P.E. SEAL/SIGNATURE/DATE ILORtOA U. 1 44167 3 SHEET CONCRETE (SEE SCHEDULE ON SHEET 13) nm ,TO �S (SM ; 1 (®♦ 1 1 OR REDWRED m� a(� EXISTING �''sf CLASS- I:Jr r.: DUSTI gym. �1 /'r �' ' ,�.' j JJ l� �' 1 ✓ /./� i / I ALTERNA TE 'I ii E / f •' ANCHOR )..0'1/",, tS I LOCATION , R 11 OR 13 o15 i JIOx3/4' HEX WASHER- HEAD .o /e I N Y TEK SCREWS o 12' G.C. ( sro CONCRETE ANCHORS I 1 it 1 1 O- 7 1 (SEE SCHEDULE ON SHEET 13) _ GLASS I ' 11 11 S�IGEEOF IF ... 1RLSP1RA•16N TSE1 o(ME4DIAnP4 APFEP.ABLE %�'',"/ j rr'% "' , ' r` f ' / .I• .' /,f /• / i f EDGE of SLAB IF APPLICABLE 'I 11 lOR AAQ w aslaTroF171- 1 0 ♦ rr'` , 1 f r r � aAb¢mNEQa ® CJNCR lE REONRED . D.• E. D.• � HV CEILING INSTALLATION Q HV FLOOR INSTALLATION t 9 • vN. STPARArtNX1 � ' i sarT n) GII 9 G�jj p j /,/ � ' EDGE OF SLAB IF (;r / � ' .F ,/,�/ •%/� / --� D• POU FIAT HEAD CONCRETE ANCHORS CONCRETE REQUIRED (SEE SCHEDULE ON SHEET 14) HEAD CONCRETE ANCHORS 'SCHEDULE ON. SHEET 14) I B TRENCH INSTALLATION R INSTALLATION AUD ONLY FOR UP TO +70. —75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE 13. SHEET I Nx afARANN N , , , CONCRETE ANCHORS TOLASS 1 V (su mlmiXc O1 (SEE SCHEDULE ON �— � � t0 EXISTING ( NA+t>utr "j E165RNG� ' 1 EXISTING SHEET 15) 1/4'0 1I O TECK-JOLOOf OR 14-0 CLASS _ ; 1 1 CLASS -�OdC Sow 41[ CI'oliaCLASS SDpawm I w. m FASiat7S TAPPER. A /W I 1MAX. 1 3/47 IOL DjuDNDR o r 01z S96uN[ Nr 11j 1 O.C. FOR UP 10 6'-V SPAN A%D I I 4' OER M4C. rOR SPANS LARGER! E , t/a' 1 6'-G• top To V. . MAX. APPLY MAX. SEAUwI Ai EVERY FASTENER HEAD OR 1 § 1 /4' HEX DYP.) (21ER NOTE f ON S , , 1OX3 E.,D.• ,.'" SKEET 11 TOR ' I V scWASHERREHWs�D craNr. srALAro HEX HEAD _/; O 12' D.0 d TEK SCREWS O B' O.0' 1 3/B', • . ,; Ig OR 1/4-0-20 S.S. M.Si CONCRETE ANCHOR$ b '- ' 6 814X3/4' SD.S. i I { /' 1 4•e- NUT O 9' O.C. i (SEE SCHEDULE ON / O 9' 0. C. �_: N , , 1/4' r f /� 20,3/4•SS u5 ISHEET 14) 1/2 O 12' O.O.-20 N� 1/2-�+. 1' • I ca m6,NON 51RUCIURIL ��// _iEDGE OF O i 17 R 18 ''ff��,, WALE TRU (DECORAINt fl,l i ,' f, s �' ✓ SLAB !F / / , Srtt) 1 7/8' ' /^/ '' APPUCA13LE�%' F.H. SD.S. ED• CONCRETE ANCHORS SEE NOTE 13(b) :. VR CO;NCFXM POURED CONCR (SEE SCHEDULE ON ON SHEET I SEE NOTE 13(b) OR CONCRETE OCK SHEET 14) POURED CONCRETE ONSHEET1 r REOUIREO OR CONCRETE BLOCK �0' coNPOCREi°e K O REDUwm TION® KEYSTONE MOUNTING INRA I ATION REQUIRED © HV WALL WALK—OV R INSTALLATION A—AUM AS.o. oE947N PRESSIma: + ,: P3T U p t NAXLVUM SHUTTER SPAN W-D' I G�; ' HALL 13E E. D. - EDGE DISTANCE t REMOVABLE THS INSTALLATION PERFORMED I- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT FS%ElgMONSOFSE UFOR ASSEMBLY. OR ENTRANCE BONHEEP 18 INSTALLATION DETAILS W / IN ANMOUNTING SECTIONS CAN BE COMBINED INSTALLATION H V B LA D E IN ANY WAY To suer Y wSrALunDN. Idj1 EA A, T "''FLORIDA BUILDING CODE Non High Velocity Hurricane Zonl ,IL tt++ 02017 TILTECo, �•,VENS' t/� 2 82017 EASTERN METAL SUPPLY, INC. F NNC B THA VTM A.SmS.A. * M-L�E=oN�.Accordion Shutter System AmeNcan Shutter Systems HV 9AOE) W/ W� K� www 61hDE TILLIT TESTING & ENGINEERING COMPANY % • NS OCS0IPIo11 OATS DRAWN BY, L.C. 6335 H.W. 36th St- Sb 30% MRGIM CAROM YtOROA 33t Association, Inc. 1 OLD 15-08s �) 1 DATE: 07 27 17 _ OAIDP: _I /2/ / / —g'-(' Pbwe : (30S)671-IS3o , roX ; (305)871-1531 4268 Westroads Drive 2 s�pNALEN�'�t1''t a- 1eeo0ao'`o" West PDIm Reach. FL 33407 3 pRAWING No EB-0006719 WALTER A, TUR jr. P.E. 4 17-1 U7 P.E. SEAL/SIGNATURE/DU. ATF FLORIDA U 0 44167 s curer OUT '2- SJI.S. TO EACH ANGLE ./+ SEE NOTES ON LOCKING RODS !Q . HV LOCKS N �---E)fISiIVC CU155 © or INSTALLATIONS W) 1 HV ** ^� ALT TE W LOCK ® ON SHEET 5. - BtIDE SLACK DEAR W IS VALID FOR ALL IIJf BLADE W HV CENTERMATES CENIERVATES APPUCATION WITH BIADEC1 p«®a©• 7Q�*®�lo •®� 10.05�+©•®a©.©� OR SEE END WALL -ONNECTI01 rEXISTI,NG CLASS WAILS - SHEETS 10 do ' ------ ---------L------------ ®•O8a�9•®°w19•�5 —- ------ 31/4• 7- 61/2• 7—� '/2• °"®•® ( MET Y p+o,3/4• s.Ns. 0 12CENTERMATES I AI LENOHr. CENTERMrTE-S MI __PARATIONo.c,RILLWiHV C5T p«��©•p�® to •®� to •p�©.O�©.per EXISTING 5 • ®a p • ®�®' ©� i \ LGLass 8 •�8aO9•®a19•�S��c�SSi� PAIN. S)� TION ®• ® ®y, TO GLASS (SEE SCHEDULE N OPTIONAL ON SHEET 11) (INTERIOR) OUT HVA P.E. OUT a a (EXTERIOR) HVE 02017 TILTECO, INC. ? \� TILLR TESTING & ENGINEERING COMPANY `/ \\ N55 tLW. 36JL St. Ste .TOS. HRGM GARCUM RAMA A 33 Phone : (305)871-1530 . I" : (305)871-1531 111 I+ a-m ESOoN.cem 8-OWOOD671R WALTER A. TIUT Jr, P.C. �r /nArc FLOR9A Lk: / 44157 Q 3 ®"'41=1�ap�o LOW® OUT ®4 HVB — ©q®a HVIC 7 aO�10 •pw EXISTING CLASS POURc NCRETE OR 10 • 6150e®_• OOA EONBLOCK WALL �•O •©•O-®°R MIN. SEPARATION ©. ®GR p. �a®• ®� TO GLASS 5 (SEE SCHEOULE 8 8 uv' 9 • a ON SHEET 11)r� y r , CONCRETE r. ANCHORS 0 r< 16. O.C. , ,ea ,-1 rf 6 1/2• MAIL: SLACK - HVF** IILDING CODE Non Nigh Velocity Hurricane Zon ® 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System RV. BADE #1 W/ CR W/O KV. WINDOW BADE CV. N DESCRIPTION DATE DRAWPI BY: L.C. 1 OLD 15-085 7/27117 DATE: 07/27/17 a DRAWING No 4 17-107 i A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 IL.UILAM5 V.0 W/ (1) HV BLADE SEE END CONN ennu nerulc nu cuerre .n s .0 OUT IN I EumEpsumc DL7A1 xLT. Ruau1E9 aH saEr 4 a 6 bw0 ®w ASMT3LASUNNfA D xn ..... aamc®OETA0.I,oe-Hw. OwO O°� 8 10 • RM'CAY ON nOS SHEET. MAY Er. USEO YOfH TN6 KT[RNA 0 •®w®.®w®.©w R1sYALu1n• OETAR :atOAT1 M as 51RET I ©•O•®w©•O ®w * SEE NOTE 6 FOR HV LOCK® 'T• LOCN. ON 9w 5. t sER�s Bw ALMNto.1M (M4-T3 ALL" UM RANCE DM SNEET NUTSERT. PARE / 08". AS-MANUFACnM V AVM CHUM TDMW, OAVSIFMM. NEW JERSEY 07OU OR EQUAL INSTALLATION n HV BLADE ITV/ HD CENT RUATES 0 l`i'� L -__- -------------.-_-_ (OF11:1W.) FULL LOXF9. Sus O tY _- --. � WHV "T" IN (4) H;. (4) 1 l�J /OLOCK (INSIOFI si RNS') / ... IN' POTS t ©O HV "T" LOCK (OUTSIDE) P.E. ER A. � Z 3' w OUT 1/4" 0-20 x 1 1/2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. u * H jp—HVDis FLOATING STACK v� 02017 TILTECO, MC. ' IL ECO�N�. TILLIT TESTING & ENGINEERING COMPANY V \\ 6355 H.W. 36t Sl.. St.. 305. V7RWVA GKDa15, nARIM 331 111 Pno" : (305)871-1530 . Fox : (305)071-1331 a-m61 01aw0:mA�om EB-0006719 WALTER A. TOUT Jr. P.E. r mATe TLORmA U. B 44157 (aI BOB`HVB OUT SYMMETRICA HD CENTERMATES w/ o�(EXTERIOR) 9- A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 SYMMETRICAL HD CET TTERRMA NTES_ �1// � LOCK (NTERIORI * SEE "M at L0C.M PQCSQ 4 -00 =a oN Snu S ** 1RLVWUL'Mr': MAX0 LETAL Imo -HA 6 V40 (9A ALL "Mmu$9 AFR1fiRI:NS'-V nAcC(D 02017 EASTERN METAL SUPPLY, INC. BERTHA HV,, Accordion Shutter System H.V, BiADE #1 W/ CR W/0 H.V. WINDOW H.ADE AWING No 17-107 CONCRETE BLOCK WALL {OURED CONCRETE / OR CONCRETE OR CONCRETE OR CONCRETE jj r `i f f REQUIRED I } BLOCK WALL REQUIRED � ' s BLOCK WALL REQUIRED l / i BLOCK WALL REQUIRED C / /--EXISTING GLASS r w / �E%LSTINC CLASS EXISTING CLASSu .' CONCRETE ANCHOR' .L f A 18. O.C. ,l'+ 1 ,' �l !; r 2• MIN. EXISTING GLASS L I 2' MIN.. ` 7 lI,.r MN. SEPARATION NN. SEPARATIO1 I '' TD -GVSS ($EEf{ + rjEQ I'' TO aAss (sEE ' ' 1[4 SCHEDULE DE mAA9 / TO QMNL 1A4 (SFE �'I 'M2L $EPARATKtJ 1 SCHEDAEBI/DE QAND (606ON SHEET 316'xa-MAX. ON SHEET 19 FOR it F` J` Sd&D1AE ON SHEET r ; /' 70 GASS (SEE (LOCATE . CN SHEET 19 FDR M. CLOSER Qg ® ON QAND .'' ' SCHEDU E ON SHEET ETHER SImADESOd: ® PLATE. (LOCATE 1/2' / BIAD'-SQ&1/1� 1aV SHEET 19®�OF& I AT EITHER SroE MIM ` LaAnEs 629�d. USE 1' OR 2' MAX. �IDxI/2' S.M.S. I81Ox1/Y i" O 16' O.C.I_I —_—_— GALUMINUrA CUp )ANGLEB'x0 2'O 1-- d (6063-T6 ALLOY) AT MIDHEIGHT 4 / i (1) 8100/2' S.M.S. 700& \ O WA(2)1/4-0 . art UCC. (LOCATTEO AT To SIDE CO NECTI N .OR\a' EITHER SIDE OF ) 0R i SEE DETAIL X FOR OR ®• t TO 1RAC } �) 1 ,OR SIDE CONNECTION I w�m©. �j w 8O ID •®• SEE DETAIL X FO w w 6 7 w 8 10 •®a f0•®A®.®a©. m C TO TRACKS w w 6• 7 w 8 1 L IO•®m©'�®•®•®m SIDE CONNECTION ®?©'O7 mO1 10 •®m 6, TO. TRACKS AND CONNECTION DETe11 1Q END CONNECTION DETAl END CONNECTION DETAIL 03 AND CONNECTION DETAI EXISTING P ONCRETE OR CONCRETE BLOCK WALL EXISTING i REQUIRED ONLY FOR SPANS GREATER THAN 12'-0- REQUIRED �I(5 ,/6 16' 0(c. I4 APJWl y-------> '--------- f ✓ kAN � QA'9 t �QhQ� CONCRETE 12' ; r ` /' .�/2' LAIN. rON,�___ j3110i Sf1EEFt9IDA�-I„r< ____Y`TO =_j�---__ _-_ANCHORCHOR 18' r �Ep5 BLADES Qs:0 O.C.. 1 2 MRL / u I 4` 2' AN. �" �` .% F) OR : .•' 2' MIN, ,'EO ♦ SEE UIRTAIIONS OF USE BLADE 19 ON SHEET 19 FOR 1� OR OR) OR 1 QR@ VIEW Y ' 1 OR & OR PLAND 1 OR �• TRAIL X - POURED CONCRETE OR CON R \ � �®�m�'�w ID •� w 6 7 m 8 10 �01.® O O.O�O ®m _.._ .. _ , C ESE BLOCK WALL REQUIRED -END CONNECTION DETAIL 5� RULOA - FLORIDA BUILDING CODE(Non High VelocityHurricane Zon I ''•10Ely • _ ' sF '•' 02017 TLTEC IFj. 2017 -EASTERN METAL SUPPLY. INC. B RTHA H VTTA * = IL ECO�N�. A■ S S Accordion Shutter System ■A■ RV. H/�DE' It W/ OR W/O H.V. WINDOWBLADE w :"`"•^�c11Y 2 '•..�( : �' �Qt1,� TILLIT TESTING k ENGINEERING COMPANY ears U.W. asu. St. St.. aas. VRMU WwI'a, nom' aalt Americas Shutter Systems Association. .Inc. My. pllPR oESON oATt ORA" er' L.C. I OLD 15-085 /z7p DATe 07/27/17 \ d s/ONAL Ph—: Uw)871-18ao . rex : pm)s71-Tsar 4268 Westroads Drive 2 GNo �'R�West Palm Beach• FL 33407 a �j f17-107 l...... WALTER A TILUT Jr. P.E.X P.E. SEAL/SIGNATURF/DATE FLORIDA UC' 0 44167 3 1 C.C_ MAXIMUM SHUTTER SPAN* 'L+' OR 'L-' MAXIMUM SHUTTER SPAN* 'L+' (ft.). FOR INSTALLATIONS W/ CENTERMATESL ®& ®or or OR 'L-- (ft.) FOR YJ/ ONE H.V. LOCK ®or ®or or INSTALLATIONS W/ 4ppOgTNG �j gr�— HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or ®or CENTERMATI� 28 q 29 W/ ONE W/ NO LOCKING RODS H@-F' LOCK 30 W/TWO LONG (SEE NOTES t, tt) RODS 35��Trr1O1��P��GG&ffBOTTOM EE AlAs CONAWR IJOO INSTALLATIONS O "PPOES 4, WDOD4! TIWALLMOUtmNG O ESSURE FLOOR/cEIUNc USKE LC�GNMCRETE MULL MOUNTING (PyIJ40UN)NC (� PIi -) . _ ._. ._. _. fp M-t) I. OR -) OR/CDUNG MOWn WG _ A P.E. [MUM SHUTTER SPAN* -L+' R 'L-- (ft.) INSTALLATIONS W SYMMErRI & W/ ONE HV LOCKS OR W/ NO LOCKING ODS (vALIO FOR MOUNTING (II SHEET 7) wwww CONCRETE INSTALLATIONS PRESSURE RM40 FLOCR/CDL%''0 MOUIRING �) OR I. BOOR ALL MOUNTOIO L e (AII L - (N 30 16'-0' I6'-0' 35 15'-2' 16-10' 40 14'-2- 45 13'-4' 50 12'-J' 55 11'-1' 60 10'-2' 65 9'-S 10•-1' 70 B'-,. 9-4' 75 g _g• INttu eTION LEGENn CONCRETE & MANSORY W000 WALL A. B, C, D. E. M. N. 0, P, O, MOUNTING F. K & L R. S, & V. FLOOR/CEILING MOUNTING G, H. 1, 11, J T. U. W & X & M 0 MAXIIAUMA SHUTTER SPIN •L+- OR •L-- FOR INSTALLATIONS INTO WOOD SHALL BE UMOED TO 105 PSI. A.S.D. DESIGN PRESSURE RATING. t HV CORNER CENTERMATE 13 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION 02 NOTE 95. SHEET 5. tt EXCEPT THAT MAXIMUM SHUTTER SPAN 'L+' OR 'L-' AND MAXIMUM AS.O. OESING PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE UNTIED AS FOLLOWS: I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P,S.f. AND 8'-0' SPAN, SEE MOUNTING&ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 V, O HV BLADE 02017 TRTECO, Ric ' IL ECO,NE. TILUT TESTING & ENGINEERING COMPANY 6355 MLR. 36: ` St. St.. 305. NPOMA t m=,S, ROROA 33 Plwne : (3a5)671-1530 . r- : (3D5)67I-I±3I -.OT.• Wt-0a0.c0m ES-0006719 I, WALTER A TIWr Jr. P.E. /nA7C FLOP" Ua. / 44167 AmSmS.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEJI POSITIVE A.S.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GNEN NEGATIVE A.S.D.DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: GIVEN A POSITIVE A.S,D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. GIVEN A NEGATIVE AS.D. DESIGN PRESSURE RATING; DETERMINE MAXIMUM SPAN IL-1 FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND 'L (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: LI+- MAX. SPAN. FOR WALL MOUNTING INSTALLATIONS L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE ASA. DESIGN PRESSURE RATING: DETERMINE: LI MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L1-- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'LI+', 'L2+'. 'LI-• AND '12-' (4) 00 TO ANCHOR SCHEDULE YJITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR %2017 EASTERN METAL SUPPLY, INC. rtAt " ■ "ps n - TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE a I DRAWING No I 17-107 nR nmmnpir T •Iq•�•1.� ICF71.' e�111e1� F 30 mmmpp000 a�mm000�ommm0000KnEM mom�mmmomo��aqq�it 0®mOODOp m®mpOODA oolvAa�mmonnoo�mm000n000nnn000 ommmrnsmsm�l �®mOOpOO ' ommm�m¢�oaoomm�a m6®.If��0000 r1; OO OdO�OO • >� Ql®mOOODOmD3D70OAA0 IvmQ70"""H 7E>tp6lmmi7o"URKamompppp 0pM dm®mn0000mmoIpe�oopio��mmov000nomov000 IUMM.00DO mmmAOADAI RlmD7AAOAA AAmmnO®®oOp mmD7AAppp ILmmAOppp MMMMpppp D7D]mppppp®�O�pppplFlFl[kiD�pppppOwx mQIOAAOAfL1mmOA0pp 7AOAOE> Mp�AMMMM ' 0m000[�©p mmD70AAQpMMD7OAOApDAAinKa" Amll]A®pQp [O11111M IMUNi1]App.X 101 ®®mOQd00 DamOpppQpm®AppppORODI�7Eppp Id70pppppp mOppppQp MM pppppp[L7Qli7=113 lOppplOmmm�fFifO pop 00Rfmm =0m000I0©ppOOppp®A mmQ7E�000OO[7000ppO mmD70E(�Opp mp®mOEnoOO �®M®®oMM 1ID[�©ppppp �1AE7 mOEF]=MEMO mmAOAA"Him OfaEf]Op �m0000�n�nnovopo mpQpppoomp0opp mmm©ppNu ' "" MMMMAApILEMM apA.....AA OOOOpOpp OOOOmmOEta OLIO® ILI"" O�AOO�m�A SMUREM AA©�Imppo . 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[0p000�i0p m00oO0vO m000O00p0 AAppp0004 �OVOv00p OO��O�Ap �ppgppppp�0000000�D000.5p'D�Z2�Od0�Oyi�m000O0yO��mOOppO �O000v00 y `. -... •• ;;�!/l = 02017 TILTECO. INC. IL ECO � y TNC. 0 •, — TILLIT TESTING & ENGINEERING COMPANY em NW. 1\ :Trip7�'�\ •; •19,, SL. Ste. 30% NROMA GNMIM FLORIDA 33 PRone : (305)971-1530 . For '. (305)871-1531 •^.i' �L T\� • l7 •v:. \ Vll1 • ANAL a—moR W— 0e t ..1.em EN�?,,111 WALTER A 7RUT 'Jr. P.E P.E. SE' f314NAiiJRF/DATE FLORIDA Lk / 44167 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ • SEE ANCHOR SPECIFICATIONS ON SHEET 13 ffSEE LIMITATIONS OF USE FOR BLADE q ON SHEET 19 Q HV BLADE OR n HV BLADE Wf 1-k HV WINDOW -- WORKING IN UNISON A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CURE (Non High Velocity hurricane Zonl 02017 EASTERN METAL SUPPLY, INC. BERT A HVTM Accordion Shutter System KV. B-CE #1 W/ OR W/O KV. WINDDN HAOE AWING No 17-107 ,..00mmmoomomo�ma� ' mommmm� ' w®moonol3 [ommonnontwmmn000nmmmon000 m®m)vloolan [ummQ0000 ''}'[LfmmL7000pmmmO00dti0Qmm0ta[100 mmmnonciommm000nommmononn mmm0000©OmmpOOOp mmmn0onnmmm000""[a almm[7OOAO mmm0000®mmmonoom iDmB]000011]m mm[1,D000© mmmononm mtm 0mmHUMES ' mmmo®mmo ®mm ... mmm0000©ommnol0mo 0®mi7Om©mmOmOm0 m© MIMM�mmm0®oom®mOUit<]©DDD1mm"CERN mmmOOm®00mm0000CLr]f�mmO"Kams mmmOF2�7m00mmm00mOE�Um[7Im min0A�7t7O M. mmm0000©©umm"Mm©M ""m 7 EM VO®mm""M"Mmmmm0©uo Kona omm000 mmm000mm mmmoia©mo mmnn0000mmnnOF7nl0mm0 I®mtavlooeto mmmm�®mo �sntfnmmmoo 00 mmOpOOO Qlmm[amF�t>f, o mm00®�+ap ootlamm or��m��ommn v�jjnjEjjo ®gain" �mOot�ooQ]m�OQt�J mmmta[E]�mp mmr7movoastmnmmlo0o�iiomiolvovoo mmmmnooammEmo00oEo1131 mono mrfsmomo OmmmOl I oQfif®OM"K ' m�mn�000�imomommoQia�mn©mmolo 0 mmnomooQmmmomnoom�v©nmoo Mtomo�©000iommo©nvvogm©noo�Qo Qlm®®0000 m® ... KNMo Mm0©[fdoo amon000vA mmnmmmoOmrmvootoo Q tLlmmQ000QmmOtF1RAM 0�7tF7©CE7mop� ���oOOOO mMO©m000 ®Om®�z1I mmm®OOm��A®�0000m ME911BAKU oov0000 111mo®QQ000momAmoo n00000mmc�©n0009�oon0000 L"MOl17AQOC� 001If700©iiQDlm�m®F�IQQq aNsooso m®mo"7oo0 ®Dommemo Im000000o m®©000Qlra ®©OpQOQo Imm00000Q md[HmOOOQ EADOOovOo LE goo= =mmm"m=m=;�r�+Y m©atooleao 'mm000000nol®moQQQvomooQQQ OmoQoiHa7[m0®QQOQ Qo W(���i00I0Q ®OOQOOOo mom®0000 OmmotaQoo m0000000mt0000000•omQQQoo KIMooiioQp IF� o �ota 7QogQA ta I� OmM0000 mQ0000 m==== mG'iQQOQOmOOQOQQO Imo©00000 ff700pooOO oQaoovQQl>�omQQoo ov®oQOQIo ,m000oonao®mnooQQo� m©QooQ mvvvvovoma©v0000�vodo� P.E. I. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXSTNG POURED CONCRETE (MITI. 1'G . J kmy ANCHORS SPA SPACINGLGEND - 1/40 TAPCON OR TAPCON WITH ADVANCED THREADFORM TE CHNOLOGY ANCHORS, AS MANUFACTURED 8Y I.T.W. BUIIDEX. (Mn. FO - J in'.) - 1/4'0 a 3/1' ALL POINTS SOUR -SET ANCHORS, AS Dzmsurm BY ALL POINTS SCREW, BOLT TAPCON OR & SPECIALTY COMPANY. (Yin. 1'e - 3 W) - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Mtn. re - 2 k5i) TAPCON WITH ADVANCED THREADFORM TECHNOLOGY - 1/4'0 TAPPER+ ANCHORS AS !MANUFACTURED BY POWERS FASTENERS, INC., AND DSTRIBIRED BY ALL POINTS SCREW, BOLT & SPECU%L7Y COMPANY OR ANY OTHER APPROVED UCENSED.GR- AUTHORISED VENDOR REGISTERED WITH THE AMEIUM SHUTTER SYSTEMS ASSOCIATION, ALL P011ITS SOLID -SET (Min. re - 3 ksi) INC. BLUE TAP W/ CAP NOTES: TAPPER + AI) MINWUY EL48EDMEPIT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TAPPER+ .ANCHORS IS 1 3/4. AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2% A2) MINIIIUU EMBEDMENT OF 1/4'0 X 3/4' ALL POINTS SOLID -SET ANCHORS SHAD, BE 7/8' INTO THE POURED CONCRETE NO EMBEDMENT • SQ IAARAC" W VMC FGR IXAtDE pC4 SNCT1 IP INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS. MACHINE SCREW USED SHALL BE 1 1/2- LONG YNWUM SHOULD STUCCO EXIST. AND 1- MINIMUM FOR WALLS WITH NO STUCCO. •- M . ■ LI•L Ian U1 L •. A3) IN USE THAT PRECAST STONE• PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE ETOSTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH To. REACH THE AWSTRUCTURE N STRUCRE BEHIND SAID WALL FLASHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A1) STUDS & A2) ABOVE. FOR INSTALLATIONS ON VINYL SIDIN ItMALLAnON INTO OFS WITH METAL SEE SHEET 20, G OR US WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR (8) ID EXISTING CONCRETE BLOCK: (ASTM C-90) - 1/4'0 TAPCON. OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY I.T.W. BUILDER. 1/4'0 ■ 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED STY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MNUFACTURED BY FLORIDA FASTENERS DIRECT, NC. 1/4.0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC., AND DISTMWTED BY ALL POINTS SCREW BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS is 1'. 8.2) MINIMUM EMBEDMENT OF 1/4'0 ■ 3/4' ALL POINTS SCUD -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMUTED. 1/4- 0-20 S.S.MACHINE CHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST. AND 1' MINIMUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXSTINO WALL OR FLOW. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FIHISKEc ANCHORAGE SHALL BE AS INDICATED ON NOTES &1) & B.2) ABOVE. i0R-INSUIIATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT TAPS ENGINEER FOR INSTALLATaN INTO EGS WITH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOUMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (EA ) VERSUS SPA RELATIONSHIP FOR ANCHORS. EDGE DISTANC oeue eOArwr e�FIFOIILE FO_ R AtiGf'O�e MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE RSTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED; REDUCE ANCHOR SPICING BY MULTFLI7NG SPACING SHOWN ON SCHEDULE BY THE FOLLOA'ING FACTORS. REDUCED SPACING OOTAINED USING FACTOR SHALL NOT BE LESS 1HA!I Olu SPACING INDICATED FOR EACH ANCHOR TYPE. FACTOR ACTUAL EDGE TAPCON TAPOONHRMFO WITH ADVANCED ALL POINT SOLID SET BLUE TAP W CAP TAPPER + DlCTANCE THREADFORM TECHNOLOGY / MIN. SPACING ED. MIN. SPACING - 3' MIN. SPACING - 3' MIN. SPACING - 3 1/2- MIN. SPACING . 3' 3 3/4- 4' P CONCCR A RIED& iF aaame COKRETE BOOK POURED CONCRETE & PGURED CONCRETE & Tx�n aor DaTE aDiaaE Boot MIL FA•r MIL Ea-J 1/r MIL E0.2 1/2' CONCRETE BLOCK CONCRETE BLOCK ED.-3 1 /r SDI EO.-3 1 - UN. ED-r /2' LLIl E0.2 1 0.90 1.0 0.78 1.0 0.84. 1.0 2 1/2' - Ob1 1.0 - 0.67 1.0 0.71 - - - 0.51 - 1 1 2' 1 0.35 - - .. ...,... ....-.... -I 0.35 - 02017 TILTECO. INC. �Tf�RC TILLIT TESTING & ENGINEERING COMPANY 0333 RW. 36• St- Ste. 305. %VMMA GW00ffi. nAMDA 33 i Ph—: (305)571-1530 . Fu t (303)871-1531 L\\\ a- ca: N1ec c.,,ioyn IEB 0006719 WALTER A TILUT Jr. P.E. LATC FLORIDA Lie. / 44167 AmS.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 LUUt (non High Velocity Hurricane Zon, 02017 EASTERN METAL SUPPLY, INC. BERT A H TM Accordion Shutter System H.V. BADE #1 W/ GR W/0 H.V. WMDW RADE AWING No 17-107 02017 TILTECO. INC. �Tf�RC TILLIT TESTING & ENGINEERING COMPANY 0333 RW. 36• St- Ste. 305. %VMMA GW00ffi. nAMDA 33 i Ph—: (305)571-1530 . Fu t (303)871-1531 L\\\ a- ca: N1ec c.,,ioyn IEB 0006719 WALTER A TILUT Jr. P.E. LATC FLORIDA Lie. / 44167 AmS.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 LUUt (non High Velocity Hurricane Zon, 02017 EASTERN METAL SUPPLY, INC. BERT A H TM Accordion Shutter System H.V. BADE #1 W/ GR W/0 H.V. WMDW RADE AWING No 17-107 AmS.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 LUUt (non High Velocity Hurricane Zon, 02017 EASTERN METAL SUPPLY, INC. BERT A H TM Accordion Shutter System H.V. BADE #1 W/ GR W/0 H.V. WMDW RADE AWING No 17-107 I. J. 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INC. —: I�LrE C01Nc. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. JON SL. Ste. =% NA6. A r+nbaa. FLOFa4 J3 Pllene : (Jas)en-ts3o rN.: ���ff ' ,- ,� VS/ �'•....... •.. \� 111 '�- . (305)871-1531 o-MIL lJtt—oaw— OVAL ENG,,11' WALTER A T4LT Jr. P.E. .E. gk?'3tGNAYURE/DATF Rio" Ur- 1 44157 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 EONLY FOR UP TO +70. -75 .S.D DESIGN PRESSURE & FOR SPANS PER ULE #3, SHEET 11 1 HV BLADE ONLY AsS.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 High Velocity Hurricane 7 EASTERN METAL SUPPLY, INC. Accordion Shutter System H.V. BLADE #1 W/ OR W/0 KV. WINDOW BIADE DRAWING No I 17-107 i MAXIMUM GIVEN A.S.D. DESIGN PRESSURE ReTING (Oaf 1 AND ORR cPONDIN MAXIb IfL MAX SHUTTER SPAN NEGATNE A S O DEGIrN PRESSOR ATIN AND (SEE MOUNBNGS ON SHEETS 16 � 17). ANQwQR pACINr A ORR �pONDIN (�� SCHEDULE MOu ^���G TIFF FOR A �U B!�TF2ATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH �/2. MIN. COX SOUTHERN IN NO. 2 W/ SPRUCE PINE SPRUCE PINE FIR W/ MIN. G=0.50 W/ MIN. G-0.43 W MIN. G=0.36 / PLYWOOD MIN. G=0.55, DOUC� W/ FIR NORTH FIR SOUTH ��� CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T U W/ MIN. G=0.43 4l MIN. G=0.36 M.N.FLOORNMOUNTINGS M. N. 0 & R FLOOR M, N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS 8.0. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS =1p7w;q1QzM-L 6MOAUNTINGS W& X P& Q S& V S& V S& V I lfmfER'II7RDF1t(r,!) 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BUILM W/ MICUUM ENBMUENF AS INDICATED AT EACH ON 16 17, -DO� C ASS FRI W/001 PINE NG.0.50 (IDS ( S) TSHEETS EXCEPTION: EXCEPTION: SEE NOTE 2 BFLaN. S . -SPRUCE PINE FIR NORM W/ G.0.43 (NW.) -SPRUCE PINE FIR SOUTH W/ G.O.J6 (N.IM) 2. ANCHORS TO HOLLOW CURIO SMALL BE AS PER MOUNTING TYPE U. SHEET 17 AND SMALL CONSIST OF -MIN. 1/2' COX'PLYWOOD (1966 APA) LAG SCRONS AS PER NOS 2015 SPECUICATXINS. 4. ANCHORS SMALL BE NSTALLEO r0LLGMNG ALL OF THE RECOMUDMATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. \\I1•- \Q•. ............ 02017 TRTECO. INC. ECO�N�. v '. TILLIT TESTING & ENGINEERING COMPANY l7 � •' \\ !HISS xW, kfn. 54 54. COS. NRGMA GARDENS. FLORAA k _ �s ••....... ''•`� \\L\\\ Pnmie . t� o)87m 9: W ec00ao7.e(m 5)671-I5II '.i7/ONAL 00, 0 WALTER A TaUT1Jr. P.E. P.E. ibt;)3tPitd <4E/DATE FLORDA Uc. 1 44167 A.Sm&A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zon, 02017 EASTERN METAL SUPPLY, INC. BERTHA HV, Accordion Shutter System H.V. BADE #1 w/ qi w/0 HV. WNDW HADE V. N, DTEHa11PRON. — DRAWN BY: L.C. I OLD 15-085 7/27/1 RATE.- 07/27/17 DRAWING No 4 17-107 �vuv. 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY W( 1 lZ L6n. PENETRATION 0 TIER ED MEA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET is) ( 1 E705TING MIN, 111 1 2 i4- WOOD tIP 1 HEADER REQUIRED EXISTING 1 14Y. S P 1 CUSS--1 TO GLASS (SEE11 FOR AND 1 SCHEM ON ' ON SHMm19FOR OM HV WALL HEADER INSTAL I ATInN EXISTING G1A55 2'r,4' C 7 MIN. SEPARATION TO GUESS I I WOOD PUTE (SEE SCHEDULE ON SHEET 11) I I REO'D. IjRIj'Ll I U- N-L IS i-ING-WOOD-BUILDINGS-FOR n HV & Q HV♦ BLADES AS APPLICABLE SU P +0 — ORISA OS INTO WOOD WITH HV BLADE M ONLYSHALL BE LIMITEDO5.A.S.D.G SSU G $ p MAX SPAN S S SU G O S 0 0IR A UNISON 1/4 0 TAPCON OR TAPCON WITH ADVANCED THREAOF'ORFA TECHNOLOGY W/ 1 1/2' MXn. PENETRATION OF THREADED AREA TD EXISTING W000 HEADER. (SEE SCHEDULE ON SHEET 15) 1/4'0-20a3/4' S.S.SMACHINE 18 SCREWS W/ 1 SEPARATION m 1 SREOG � � 1 OR I"— _ 1 1' M'aL +.! 1/4--20 NUTS 0 12" D.C. II FOR BLADE ®MO—i ( ON 947 19 FOR. llq E� yo EXISTING I IRAOES ®ae ( II ~3`1';i 1 OR 1 S I DUAL M FlNISIJH/�/ I I: / is�7 FlNISM @@�� ®� EXISTING L I ODmill.0 2'Xc4' WOOD ( HEADER RE014RED / \ � ft ' l[1 • 4 ; 1%410 TAPCON OR TAPCON WITH ADVANCED ;1 EXISTING � MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 ' I 1 I 111 THREADFORM TECHNOLOGY W/ 1 1/2' Nfi. PENETRATION OF THREADED AREA TO �/ �t EXISTING WOOD HEADER. G (SEE SCHEDULE Oil SHEET 15 2 i4- CONT. SILL ON HV DUAL HFenER INSTAL 1 ATIDN PLATE REWO. O S 1 I, MIN. SEPARATION TO GLASS I EXC�C n�—ISEE SCHEDULE ON SHEET 11) t 1 "I" SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) i SJ f• I EXisTing CIA55--1 GL _ X iM/ACMNE 1 1/4-0-20,3/4' S.S. MACHINE SCREWS 53/CREWS W i 1/4'-20 NUTS ® I I USING 1/4'-20 NUTS I ,I I e 12' O.C. I Ham —1LA__�_1 WOOD PLATE WOOD PLATE RED'D. OR� 1 ( TAPCON OR TAPCON WITH ADVANCED �! THREADFORM TECHNOLOGY W/ 1/2' MWn. PENETRATION OF THREADED AREA INTO PLYWOOD (SEE SCHEDULE ON SHEET 15) EXISTING M.UN. 270' '2' MIN. COX PLYWOOD REO'O. STUDS 0 16' O.C. MAX REO'O. PLYWOOD TO BE STUDS 0 16' O.C. MAX. REO'D. ATTACHED TO STUDS IN ACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH DF THE F.B.C. SECTION 2308 OF THE INSTAI I ATInN F.B.C. N GGftj : P.E. 1/4'O TAPCON OR X TAPCON WTTH ADVANCED I -SEE SHEEN 4 FOR TYPICAL 1/2t MIN. COI THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. 'L .-D REO'0. W/ 1/2' kru PENETRATION OF 2-MOUNTING SECTIONS CAN BE WALL F! THREADED AREA INTO PLYWOOD COM81NM IN ANY WAY TO (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL CII 1 INCTAILAT/A� ♦SEE LIMJ[ATIO OF I OF BLADE I ON S/fEET t9 02017 TILTECO. Iic, •/f z v= _'� I n l' I' MNn. l {1 44 1/4'0 TAPCON OR TAPCON KITH ADVANCED a ,11t 1 THRIrDFORM TECHNOLOGY N/ 1 1/2' 4' CON7. Lr& PENETRATION OF THREADED AREA TO PLATE EXISTING WOOD HEADER. )'D• (SEE SCHEDULE ON SWEET 15) i%1 `�� I WIV.L FINISH ® HV WALL SI I _==WMt eW IL EC� A.S.S.A. TIWT TESTING k ENGINEERING COMPANY American Shutter Systems ;•�t>.t�,. 63" IL1W, "� SL. SL4. 361 WRWNA WiDa6, I1at0A 3316 Pfw : (305)e71-1 Up . Fm : (3051871-1531 Association, Inc, 4268 WCslroads Drive I��,►�L1 a a!000"bils C0i1 West Palm Beach, FL 33407 ILL '0 "'TC WALTER A. TILLFT Jr. P.6 FLORIDA Lk. / 44167 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTFA Accordion Shutter System KV. BLAX #1 W/ OR W/0 RV. WNDDN MAM IAVNNG No 17-107 WALL FINISH _ I/4.0 TAPCON OR YAPCON WITH ADVANCED HR TEADFORM TECHNOLOGY W 1 1/2• Nm_ PENETRATION 0 THREADED AREA TO 1. EXISTING L6. 000 HEADER (SEE SCHEDULE ON SHEET 15) rM" t . . l +l I '+ I PTIONAL ' Exr 1N5—I EXISTING MIN 2a4• HEADER REDID CLASI PAN. SEPARATION CLASS (SEE SCHEDULE ONTSHEET I' 1 1/4-0-20A3/4' S.S. PHIWPS TRUSS HEAD MACHINE SCREWS W/ 1/4•-20 NUTS O 12' O.C. ® HV WALL HEADER INSTALLATION I -SCE 1-SIT: SNIFF 4 FOR TYPICAL SHUM OUR ASSEMBLY IN ANY ONG OSUITSECTIONS CAN 6E C TION. ED w ANY w4r To suR MMn wSTALUT10tL 1 MIN, SEPARATION TO GLASS (SEE SCHEDULE ON SHEET I EX15�DSN�1 1 1 1 1 WALM-7 416' (I6n.) EXISTING WOOD DERV REQUIRED. STRUCTURAL. ADEQUACY - OF EXISTING A= BEAN TO BE CERTIFIED BY REGISTERED ENGINEER OF ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER (SEE SCHEDULE ON SHEET 15) I I EXISTING GLASS I Y•L 9 I TD cU JIfMu I EXISTNG J GUSS� i �J 1»I NOY. 2'a6- MN. WOOD --- DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE 1 1/4.0-20Y3 4 S.S. 1/4'O TAPCON OR f&11, PI A.Ups TRUSS HEAD 2• CONT. II TAPCON WITH ADVANCED MACHINE SCREWS PLATE THREADFORM TECHNOLOGY W/ 1/A'-20 NIBS L, 1 W/ 1 1/2' Win. PENETRATION O 12' ODED AREA TO.C. 1/4'0 TAPCON OR TAPCON WRH ADVANCED THREADFORM ED DUSTING WOOD HEADER. AREA TOTECHNOLEXIS71NG WOOGY W/I OD HEADER. E(SEE SCHEDULETRAZON OF TMON�SHEET 15) (SEE SCHEDULE ON SHEET 15) U OF USE FOR QV HY WALL SILL INSTAL t ATI N ®HV EL00R INSTALLATION AON T AL— 5,44 �P • n•r • /%'=� 02017 TILTEco, INC. z*: IL ECOIKc. .ems 71WT TESTING k ENGINEERING COMPANY I� •. f .A ' ,� WSS N,w. T4y,. St., St. 20% WqO A GAIMM noPMA 33 `- Ph— c (305)871-1530 . F.Y : (305)871-1531 111 a-moT- Wt"cOdv. L1 EB-0DD6719 WALTER A. TILUT L. P.E. P.E. SEAL/SIGNATURF/nATF FLORIDA Lk. 1 44167 / ' I S.M.S. —�Ll or 1© O 8' O.C. I or 15 I i OPEN HOLE AT EACH STUD TO ACCEPT 5/16.0 LAG SCREW AT CENTER OF TUBE. • EXISTING sc4 5 GLASS To a OR W —i 1�u` lam (IF APPLICABLE) EXISTIN o WOOD TRUSSES OR 2' RAFTER O 24• O.C. REQUIRED EXISTING SOFFIT 3/4' MOY, THY, - -�'a4'Xl/9• CONT. ALUM. TUBE (6063-T6 ALL" W/ Or 1© Or 1 S �5/16'0 LAG SCREWS TO H RAFTER OR TRUSS. LOCATE LAG SCREWS AT MIDMADTH OF DOSTINO WOOD MEMBER. (2' Ann. NOMWAL WIDTH) W/ 2• Min. PENETRATION OF THREADED AREA. VAUD FOR INSTALLATIONS %TTH 72P5! I j• MAX, A.S.D. DESIGN LOAD ANTI c� 9•-0• MAX. SPAN, THIS INSTALLATION IS ONLY VALID FOR W000 W/ NW. SPECIFIC GRAM OF 0.50 AS DOUGLAS ®� FIR OR SOUTHERN PINE No. 1 1 OR OR EQUAL_ MIN. I I SEPARATION I I TO GLASS I I 1 OESCHEU SHEETD1 N1) I I I I I I I I DUSTNG ! 8 , I I GLASS I I I 2'a6- Mw. WTx I DECK REQUIRED (NO FINISH ALLOWED) OF - DECK IF �� — EDGE EAEPLF DEC APPLICABLEIF 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORIA TECMt1OLOCY W/ 1 1/2• Min. 2' MM. —2• MIN• PENETRATION OF TNRFAJED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEEP IS) 0 HV WALK —OVER IN-STALI ATION FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone 02017 EASTERN METAL SUPPLY, INC. EH A S S A. Accordion Shutter System KV. 9" #1 W/ OR W/o KV. WINDOW B(AD6 American Shutter Systems _ K DESCRIPTION DAIS DRAWN er L G Assoclafton, Inc 1 aLD 1s-oes 7/n/1 M 07/27/17 4268 Westroods Drive 2 West Palm Beach, FL 33407 3 DRAWING No 4 17-107 p1DY3 4' HEX W HEAD TEK SCREWS O 12' ox WS1104 GLASS — ,I-. — END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN WOOD STUDS r.. IIPL .00D REea ..• 11000 /.'. t.PEml SNOS R[0'0. F nYi ao IFAID 130317a wa' / mean CtA55 7 �+ueao +n' +c+. on I � /e 1 Lt w M Ih. 10 eAv lSu / a \ I! I taut �qo Sme t,H tpe•'u• I6Ca7-fe) COtlf. 11 TWA t N�iro leas» Vr — w w sm ro Iw m owa mmur v smear mY laa Suwcmw m owu t� I ' LM tE Iona + YEYw00a, RLA013 42 It"RWXmuo la tr f ON 1/r I t[lAaZmua vI - ma's •7 d,, rwWAL ' at E9 9at m rw 1 RAMS(Dag Die 5 Die sus. ^/ 4 4 _ ccml-u ulo.t u rowa � 7 • 4 iiiv�•;': �. TO t OR Qy - SEE oa a x .N. u 1• ae A, I aaa Ea[ a . 1 -�•�'�•�d9•�- OR SaE �a2csan IOOA as mE uLtrromRv I TPACKS SEE tm,Ia x roq t OR tp• / ®•fl Cs-T.�i. *a +ReD s t�-U OO • e 1 .g. 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St. Ste. 301 YIRGWA "Raar, rLORa. 3316C Association, Inc. EY, N otscwvnal DATE 01umt BY: 1_e. •• "''G\�� P1Nae : (305)e71-1330 . ro.: (303)e71-1S31 e-mai: t0tecoaootcom 4268 Westroads Ii 9v West 1 OLD t5-aes 7/i7/t oAttr o7/27/r, 2 /'"' -- ONAL EN [B_000s719 11•-- Palm Beach, FL 334G7 3 �j =IM7—IN607 .• A. TaLT Jr. P.E. P.E. SEAL/SIGNATL)RFMATF rLO+ICA tx. IT 44167 MAX ALLO' WIND SEE' CONT OETA1 104 FULL ® (P O SEE FOR REQUIREMENTS) j YP TOP aP eOTfou w ) 4l a oR 6 7 ELEVATION MM SEPARATION TO GLASS EXISTING GLASS ,-(SE EON SEEP I FOR L9ADE Q - - - - - - - - - - - - - - - - - - �----------7-=— �= �- - - - - - - - - J}IL.Rm ON 0.4 !! TINS sREEf FCYi 9/lE5®dc I. MAX. A.S.O. DESIGN PRESSURE RATING: ♦110, - 110 p.s.1. 2. MAR SHUTTER SPIN: 96' 3. ALLOWM MOUNTINGS:- A D. 0 h H ON SHEETS S. 7. AS WELL AS MOUNDNGS M. 0. T. U^k W ON SHEETS IB Q 1/7.. ONLY 61 BE SDIE:� k� R �9T pf CASE OF MIDI LNG NCLUDED ONLY AT EXTERIOR ACCESS SIDE 5. (N W WINDOW BtADE��^ccJJLLLLS �Y ALLOW AVOUI�UM OF 5 OPENINGS (3'4 HOLE$) FOR ©4 PER AT SPACINGS SHOWN ON SHEET 4. '(8) MIN. FROM FRTOP OR BOTTOM EDGE OF HV WINDOW MADE tO OF ANY 3.0 ME FOR NU SWILL BE 12 (WC) TOM LW DIME COMING OUT FROM STARTERS AT ENDS MAY BE HV BLADE Q9 (0) NV WINDOW BLADE @ MUST BE USED ALTERNATE TO A SOLID Try BLADE tD 7NROUCHGUY SHURER'S WIDTH. (E) CEJQERMAIE$ SH1VLL ALWAYS BE INSTALLED ADJACENT TO A SOLID LN 81ACE 1 AT EIIHTR SIDE OF TM. (F) FOLYCARBONATE 11V WINDOW ® SHUL BE INSTALLED SO fljAT TABS FACE THE INTERIOR OF THE OPENING BUNG PROTECTED. HV WINOaN f�1 WST BE ONLY INSTALLED AND LOCKED USING A MI SETTING TOOL PROVIDED BY ASSA INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BURDINGS ON SHEET 15. AS UVDED BY SPAN AND DESIGN LOAD (SEE NOTES 1 4 2 ABOVE), 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 @ 13 AS LIMTTED BY SPAN AND DESIGN LOAD (SEE NOTES I & 2 ABOVE). B. MWUUM SEPARATION TO GLASS SCHEDULE. PER ASTM E-1998: WIND ZONE MINIMUM SEPARATION TO GLASS t THRU 3 1' 4 ffj,�F�ATES al 5 I //I� �\ P. j\� 01 P. � / / �� a TTSYNMEi CENTERtJAT(S 21 iR \ , 1 - '' �j�-36 `\ AND 11 O()Q (SE S OTE 4 ABOVE) BLADE WORKING IN UNISON WITH HV WINDOW BLADE C1-Al SHUTTER* \11•���•�CENSF••.,v� � •� * = ;'kQ t = OA.••••., R P �, -LrS+ONaI� e / -. ••r P.E. SEAL/SIGNATURE/DATE 0201711LTEC0, INC. � � � � ASSA American Shutter Systems Y Association, Inc. 4268 WestroodS Drive West Palm Beach, FL 33407 02017 EASTERN METAL SUPPLY, INC. r A vnJ Accordion Shutter System H V. B(ME #1 W/ aR W/O tiV. VANDOW aenE TILLIT TESTING &ENGINEERING COMPANY else ILW. xm. St. See. 303. 1R--" ewcam no 33I FTan : (305)871-1530 . Fa• : (305)871-1531 e poi: Laseeeooa.com WAITER A SBLIT .P.E. A. TILUT Jr.17-107 FLORIDA U, ! 44167 x DtscaPtlox oATE DRKM BY: LC I OLD 15-085 7/27/1 DATE.- 07/27/17 2 DRAWING No 1 curL`r 3 4 5 1 C 1I Yln. AS A-657 cR10E i0 1 n. VARIES Ifm. 0-80 CALV. SFEEL 2• Moc METAL STUDS AT i • ci O '------- •-IJ W s T/4 i o.o3s• DfKYr M n 43c 43a iAIV. STEEL TRAP( CMANNCI- 0 e. O.C. O 8. O.0 -653 GRADE 40 Yar. G_. ZED FASTUP•D TO STUDS /6.1/2• TEK SCRM$ ON EXISTING FINISH I & EXTERIOR FACE AS APPLICABLE OWING GLASS-, MIN. SEPARATION To GLASS —(SEE SCHEDULE) 6 1/47. 0A35• DECK Lr t I E)BSTR9 LV. STEEL TRACK GHN00. , AS APPI W GRADE 40 Y� 0-60 D FASTaOD To STIM �0.1 2• TE11 SCREVIS oil43C & FACE o e• D.C. o. 436 ro 41 INTO METAL STUD WALLS 0 6 O.C. 40 * GENERAL LIMrraO S AND CONDITIONS OF USF FOR BERTHA C1 HV BLADE ACCORDIO cut n Eg %D[ I M INSTALLATION TO META D WALLS S I. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psf) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED 1N A SYMMETRICAL LAYOUT. USE 0 (2) 35 (6 LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. RMATES ©1 I2.000" Mo..r o.op. 3® 1/4"m NOMIN� ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLAss sCHPDLII E 0 1--3.000• r Moc WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 7 4 4- ZNGTH + 1- ® 1/4"0-2OX3" BOLT MUST PENETRATE 3c 1" 1.373- ra{ 250• f- �.050• T _ni:Y �_-' • elm ** BLADE SLACK DETAIL HVF 1/4"0-20 THREADS W a-i 1/2• 12 B IS ALSO VALID FOR CEMERMATE 21 APPLICATION WITH BLAOE 0 43 1 /4"0 ELCO GON�TRUGTION o -- --- a; , 43b PRODUCTS FAB—A HD L i t 1/2 i 653 G THICK 4 "r 1G"• ASTM A-653 GRADE 40 n,•r•VARIES 0 6 O.C. .. �,�a �G-60 GAL°• 5iE° METAL mOs AT 16. O.C. '• :n. I MS WALL HEADER/SILL INSTALLATION ::1 ::�::r-.7 COMPONENTS -E)OSTING FINISH AS APRLICABLE SCALE: 3/8"a 1• -zEXISnNG-CL_ASS (TYP. TOP h BOTTOM) - _ _ _ _ _ ' 3/4•. 6 1/4 i 0 035• MI. I 43a 43b 43c SYMMETRYCAL -; ; I 1 .. .. .., .. _ r_. I SYMMETRYCAL r v, ;,; - - CONT. CALV. STEEL. TRACK CHANNEL. CA TIA A- 53GRADE 40 FASTENED TO 9. 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WINDOW BADE Association, Inc. 4268 Westroads Drive EV. K 1 USOUPTIC, IOLD 15-085 OATS 107127/171 M%%, Bn L.C. wTE. 07/27/11 West Palm Beach, FL 33407 = 3 DRAWING No 17-107 Ocean 3 Balcony Michael Slauenwhite Residence Front Door E File COPY 2