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HomeMy WebLinkAboutPLANSGENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (RED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (61h EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WINO SPEED REOUIREO BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTTDNAUTY FACTOR Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (AS.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 2CL IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-i0 SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND , LOADS By MULTIPLYING THEE{ BY ID-6 IN ORDERTO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU {5. 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS }MID ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVER STRESSED, A 33 ; INCREASE IN ALLOWABLE STRESS FOR WIND LOADS ED N THEIR WAS USI ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. lyQj BERTHA H.V. ACCORDION SHUTTER SYSIEAI'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN V ATL REPORTS: ERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER -HV BLADE Q #0214.01-03, #0715-01-03, #tBO4D1-05, #1214.01-05, #0317.02-06, #0609.01-10 AND #0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS (MISSILE LEVEL D, WAND ZONES 1, 2 & 3) & #1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE- . -HV WINDOW BLADE @ #0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D. WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND # 0725.07-88 AS PER TAS 202 PROTOCOL 2. HV SLADEO.AND HV WINDOW BLADE Q ARE ENGINEERED TO WORKS IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14x275" AND #14x7.75" RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALE. BE COATED N-TH BERTHA HV DACROSHIELO COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPUCATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE MV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3_ MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR 6005-T5, ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AS, SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50016 NTH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE ,SIREN AND AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.33A. 6. 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 Q : 12.13.14.15 AND 20 HV BLADE Q & & WORKING IN UNISON: 12, 13 & 15 & THIS BERTHA H.V ACCORDION SHUTTER SYSTEM BEARS A US. PATENT #6`779.582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY LLS. PATENT #5'458,179 ISSUED TO EASTERN METAL. SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THESOUNDNESSOF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. T0. 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_ 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LASEUNG TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING, REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (0) THIS P:E.O.. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE TN'c SITE CONDITIONS DEVIATE FROM THE P.ED. (6) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS i E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS OOCUMENf. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. I t' (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD I(E.O.R.) FOR. THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PXE D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGI REVIEW. NEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR (a) ORIGINAL PE.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE P.E. E14GNEER OF RECORD THAT PREPARED IT. ggpp E1+1.j4' a 02017 TLTECO. INC. IL E C O tmc z TI IT TESTING & ENGINEERING COMPANY \4� 6366 L.W. 36L,. SL, Stc. 395. YIRG*U C41UR` . FLOFMA 33 Phwe : (305)871-7530 Fax : (3D5)871-1531 \\ a -mat: 61LecoSncl.ccm pI {�L'[s�� ��V1H7lb ES-Fl!yL6� 0 WALTER ATILUT P.E. jr_ �Qim8°f! IRE /nATC FLORIDA Tic. j 44167 TABLE OF CQNTENTS GENERAL NOTES SHEET I 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• HV BI ADE Cl AND W tyINDdW BmE (1 (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 8 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CFJNTiERMATE DETAILS Hv 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- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X; WOOD SHEET 18 al ♦ flf : f TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4. HV WINDOW BADE ni ONl Y INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 BY St. Lucie County THIS DRAW►NG SHALL ONLY 8E U=TOTS IN THE STATE O 1 A.S.S.A. American Shutter Systems Association, inc. 4268 Westroads Drive West Palm Beach, FL 33407 METAL SUPPLY, INC. Accordion Sl H.V. MAW #T W/ OR W/O " W TM ter System WNDOW RL 6nr AWING N'o 17-107 -RED UNDER US PATENT # ( HY WINDOW 13 INS OF USE OF Bw ON SHEET 19 6083-T6 AILOYEMPER UIHV ADJ. FLOOR TACK QUALIFIED FOR USE W/ HV BLADE (i`I 6063—T6 ALLOY AND TEMPER (1 HV CEIL HEADER ObAALIFIED FOR USE W/ HV BLADE 1 ;ONLY, SEE SECTIONS FOR VALIDIT� 6063—T6 ALLOY AND TEMPER X � 1 r NNV. X MN Y MN t 1° D:Dsz' � t 16 SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE (1) 6063-T6 ALLOY AND TEMPER 6.454" y/1� o E � i 4.385' I (�3))HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE• 6005-T5 ALLOY AND TEMPER 3,226" 1-Soo' 065' n 4.84T i t) HV ADJ. ADAPTER W/LIP QUALIFIED FOR USE W/ HV BLADE Q1 6063-T6 ALLOY AND TEMPER i� HY HEADERSILL /NCBP66�TLLOALY NQUALIFIE 036S )O EM ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE L} ONLY. 6063-T6 ALLOY AND TEMPER ' 4J HY DIRECT MOUNT QUALIFIED FOR USE W/ HV BLADE 1 6063-176 ALLOY AM TEMPER 'HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE r' 6063-176 ALLOY AIVD TEMPER COidPONENT A B Ti T2 2' 5" ImX. 1/8" 7/8" r I ;t8 A 2' 1 S" MA%,I 0.192" I l I @9 if 2,5" 7' MAX. 0.190" I 2" 5" MAX.+ 0.139" 110.131" 0 HV 9TASO' STARTER QUALIFIED FOR USE W/ HV BLADE `I 6063-T6 ALLOY AND TEMPER _4 .9 9 HV TRENCH TRACK QUALIFIED FOR USE lN/ HV BLADE r�i- ONLY. 6063—T6 ALLOY AND TEMPER (14, HD WALL HEADERlSILL QUALIFIED FOR USE PI/ HV BLADE 0 ONLY. 6063—T6 ALLOY AND TEMPER X Y t 2' i0.•.25" Z 3" I 3" 1O.D90' i X CORNER POSTS QUALIFIED FOR USE W/ HV BLADE C3 6063-T6 ALLOY AND TEMPER t119 HV RAINGUARD QUALIFIED FOR USE W/ BLADE (7I 6063—T6 ALLOY A D TEM soy—.101-URI% BUILDING CODE (Hon High Velocity Hurricane Zon, o 02017 DLTECO, INC: @ 2017 EASTERN METAL sUPFLY, INC. $ BERTHA HVTM 1 L E C 4 QI� �,�� Accordion Shutter System c Kv. eLaDEt w/ OR w/o Kv wiMaw sLAnE ' // = American Shutter S stems fp�(e� r T6:LIT TESTING & ENGINEERING. COMPANY Y . R .DFscmPnorl DATE DRANN 6Y LC FA?EQ£ 4 6355 1Lw. 361h. St. Ste 305, "Rwak GNJ Dc s, FLOPoLW 3316 Association, Inc. t OLD 15-085 7%27/1RATE: 07/27/17 Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroods Drive 2 IJ#�13_sy4ay��o e-maLA86i�Oc6769oG.com West Poim Beach, FL 33407 3 DRAINING No $i7k§r iA /(tip+/nnrc FLYlALTER A, 7NA .U. P.E. c --t 7— 1 Q7 ORIDA l,ic Y� 4t167 U ONLY T- i 3 5 i o 1.00o' z75D- PLAk FRONT E1EVAT,0i,1 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(T)ONLY 6063-T6 ALLOY AND TEMPER (31) -HD CENTERMATE QUALIFIED FOR USE WJ 6063-T6 ALLOY AKE (SEE LOCKING ROD A ,gw QUALIFIED FOR USE W/ HV E 11 6063 T6 ALLOY AN3'TEFApER a 5 5TA6bkT10N�Vj;L REQUIRE A 7/16" HOL D ILL>=t�gTIRACKS`FOR PROPER EMBEDMENT r-- 4.660' QU LT 23, tiY CORNER CENTERMATE QUALIFIED FOR USE W/ HV BLADE•�i ONLY 6063-T6 ALLOY AND TEMPER •-i R 1� HV MALE "T" LOCK GENTERMATE 4,566" }. QUALIFIED FOR USE W/ HV B1ADEONLY �. HV FEMALE "T" LOCK CENTERMATE 6063-76 ALLOY AND TEMPER k—� N7-7 QUALIFIED FOR USE W/ HV BLADE111-IONLY 6063-TS ALLOY AND TEMPEW 132 r,ISU�r:OR�1,HV BLADE ell RE9rSVEftI ��A R_E°%DATE 3.161 �I HD CENTERMATE'S INSERT QUALIFIED FOR USE Wj HV BLADE C1&.9A.. 6063-T6 ALLOY ONO TEMPER `l •v t1/2' 1/4.0 03) HV 1 /4" 0-20 AISI 304 �_ _ERIE5 S.S. THUMBSCRM QUALIFIED FOR USE W/ HV BLADE C2017 TILTECO. INC. tL Ec0 TIL.LIT TESTING & ENGINEERING COMPANY W55 IVI '36M. 5L.. 5te. _'Q5, MIp,GM OARt,,WS, 7,ORo, 33 Phone : (305)871-1530 . Fox : (305)871-I"I e-mmL U1tecofled.,,m Ee-6008719 ViALTER A, TWT Jr. P.E. rLORMA Lie 1 44167 1/4'-20 THREADED m n ' CMVID0ERRE [� LHRA55 CYtINEri3i P1AlM (CKROME ?LgTED) HV LOCK HV EGRESS QUALIFIED FOR USE W/ HV BALIFfED FOR i BLADE & ONLY. ` flL'dDE (cA -1 .-.250" O.D. PLASTIC HEAD10 Y32 MOLDED TOE: m! SCREWiv .825'( a' AFTER RIVETING " 1/4" —20 x 3/4" BEFORE RWETING THUMBSCREW 1 /4"—20 RIVNUT* SERIES. 9444 ALLW.4UM (202a-T3 AUCO MOE "jgGE TH{Y 8�•� SHEET NUTSERT, PART P 0820, AS MANUFACTURED 6Y AVDEL CHERRY T[JOORN, PARSIPPEW. NEW JERSEY 07054 OR EQUAL HV "T" LOCK HV ALTERNATIVE LOCK QUALIFIED FOR USE QUALIFIED FOR USE W/ HV WIHV BLADE 1, ONLY, 13LADE01 ONLY. 0.87s" Ilia. 1 .125- Mox_ "Ll"UGH O f OR KEY -1.57 Mirtl CYLINDER r34 HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 .HOOK BOLT LOCK. - QUALIFIED FOR USE W/ HV BLADEt(D& d-i Am S a S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, Fl_ 33407 Non Nigh Velocity Hurricane © 2017 EASTERN METAL SUPPLY, INC. Accordion Shutter System H.V. BLADE #1 W/ OR W/0 H.V. WINDW/ ES.;gDE AWING No 17-107 11 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV Q HV BLADE 1 ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER I91 _HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16- THICK NYLON WHEEL_ 0.188"0, AISI 302 SERIES S:S. RIVETS 4� HV 1 3/4" ACCORDION PIN W/ #8 HEAD ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD 'k ® POLYCARBONATE IMPACT RESISTANT HV WINDOW NMI (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR ^. HV (7 BLADE. TYPICAL SHUTTER ASSEMBLY rirs (2) HV PIN ® MAY BE USED IN LIEU OF (9 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iQ 00.324"-, BLADE WHEN CORRESPONDING TO INSTALLATION "I1 n. SHEET 7. " '. (3) HV PIN © OR ® W/ 1/2- O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET >v WHEEL CARRIAGE DETAIL H_rs. i •11 �I -- OR HV PIN Cl OR ER AT EXT IOR BLADE'S KNUCKLE - (SEE NOTE * FOR REOUIREMEIITS) AT EMBLY LAYOUT -If ' ;7Z% 1YU�k`•, 4�, 5"�, PM17 rnTECO. INC. 4� LM ECO tmc. TtLL1T TESTING & ENGINEERING COMPANY (�'••FFFFf1i tUP:'•a6' ,e�i .6355 N.W. 36"M St, Ste. 3m MWMA GARDa4S. Fum" 33 .n..C.`.,.p... PnQne : (3a5)971-1530 . Fox : 0MA71-1531 rY� 144' a-mwl: Glte caot.ccm Lf V all E9-0006719 WALTER A. TILLIT Jr. P.E. '.E. SEAL/SIGNATURE/DATE- FLORIDA UI g 44167 BLADE'S KNUCKLE (TYP) 2 7/B" MIN CLEAR SEPARATION BETWEEN BLADE EXTERIOR 0625" BLADE .0621-5 Sx x O62-,0625" .,s. f 5 ON C N'. �c POLYCARBONATE IMPACT RESISTANT HV WINDOW t 1 BAYER WAKROLON 3103 POLYCARBONATE 12" MIN, c cE RESINS, UV —STABILIZED GRADE OR SABIC �TO BLA�DDE BO M INNOVATIVE PLASTIC LEXAN 103 RESIN 11 (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR T1PIGt PROPp2D'c5 �P�LE SFKYYTd] � 4aw R11fNF31GE wtra / 3mE w m L1'JWCT1y SwT Mni Lm r� C195G'61: SPe'C,T1C (;7kv M114MCAL- A5N D79Z CA4' Ip/rn° OA43 aJu; TEN£DE HELD Sir t8,T1 ASN D639 9M Psi. 9--w 0.SL FLM"tAL SntL CM Ai mE1u AM 0790 12,kxI P.v. 13,400 p.>L F LAAL 1101A SIS IxvArT ASIV D790 34 xw Ps-L 345.000 p.yl NOICei-cD 4Q0 FIFF Gi a.nw en.n.c..� AStN 0256 ASN D2843 Is FT-a/,n 472 % 17 645 Z MA% skhL E CENSR( BATE OF e3Uwuo ASN MS C-1 CUSS C-1 CLASS SELF IC1=N ASFM D1929 1040 'F N' UMW' ASIM W55 TOSSLP STRrOM A`1Eft WiANEfW AS1Y 538 9302 Pzi. F940 P.S. mlSAE S1REi EEPO9E KEATkpL'�C A5N n e48t p.ti. BP.eO psz A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 IOCRY Hurricane METAL SUPPLY, INC. Accordion Shutter System RV_ BADE #1 W/ OR W/O N.V. WINUWN BADE uy tp-Drip 7/z7/11 DATE: 07/27/17 2 3 DRAWING NO 1/-107 r�r LS'+�g ° ' � •�, �' I�� 5 �cx�4 ox m r-�.. It,3.o�Y MON noN� ON D F E H 7 1 K L M ! p Q R 10 & FULL tt �651* v l o•+ r7;, nx oRC+ * NOTES ON HV LOCKS AND CENTERMATES 1- MMMATORY CONDITION 03, ONE HV LOCK -5 or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN L A ABOVE OR BLJ EW r2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INSTALLATIONS AT ANY 1EVA7KIN.. HV LOCK i or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO (i OR g CENTERMATES W/(2) 1/4'0-20 x 1/2" LONG FLAT HEAD S-S_ M.S: LOCATION OF LOCK SHALL BE AS INDICATED ON s TYPICAL SHUTTER EIFlATION, T 2- • IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS ( OR 6 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES Ett, OR C2 SHALL. BE AS INDICATED ON NOTE (1) ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. �, 23 &I4 UC-�m_W/TWp HyLOCKING RODS 0 ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS g OR AN ALTERNATIVE DEVSCE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITON iP ONE HY LOCK 0 or SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS. AT ANY ELEVATION. HV LOCK 2� or �5 SHALL BE USER AS AN OUTSIDE OR INSIDE LOCK, AT TOP & BOTTOM SATTACHED TOHALL BNER ENUSED. LOCTERMATE ATION O4LOCK SHALL BE ONG FLAT AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. �• .�.,.n.c .nv'E9' tVWi tlt USED IN LI€V OF HV LOCK or FOR ANY SPAN AND ii fNS7 TIONS AT ANY ELEVATION. ALTERNATE LOCK'6 0.KAY BE USED AS AN NSIDE OR OUTSIDE LOCK. ATTACHMENT OF t/4"9-26z3/4" S.S. THUMBSCREW TO @ OR (P CENTERMATES SHALL BE MADE W/ 1/4"0-2 % /4" ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SH LOCKS AT 1/3 OF SHUTTER GPLN ALL BE USED AT 1/2- OF SHUTTER -SPAN OR TWO + 6. MANDATORY COMDTBON ag3 FOR KFYCT(7KS urnrti s Ih 11 eTa c ONE FN LOCK w fa or , SHALL BE I` USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVEOR BELOW 7/2 OF SHUTTER SPAN FOR SPANS UP TO 960, AND FOR INSTALLATIONS AT ANY ELEVATION_ HV LOCK @ or * or .@b MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO C: 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 HEAD OR @, TOP AND BOTTOM IS COMPLETELY MANDATORY. OF CORNER 'NNOTES ON HV "T" LOCKS AND CENTERMATES: 1. KCOND_ �TERheT__�TO MANDATORY CONt)T170Ni VM 10 ONtY FO.� Tn° r itt�r ati0 av L.-,rti CENTERvtATE 2� .ONE ALTERNATE HV "T' LGCK Sf� MAY 8E INSTALLED M! LIEU OF HV LOCKS OR FOR ANY SPAN M�jD IpYSTAIIATIOtV i1T ANY ELEVATION. ALfERRNATE LOCK'�gY DE USED FS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK ®(NCLUDES. USING REINFORCING LOCKER fZ7 ; AS SHOWN ON SECTION HVG, SHEET .9, WHICH MUSiBE CONNECTED TO CENTERMATES ! AND W/ Al x 1 1/2" LONG S,S.. IHREADED BOLT WJ 7/8'm z 3/32` WINGNUT CR W/ 1/4'P!-20xt' S.S.M.S. INTO 1/4'0x 5/8" RIVNUT- LOCK MAY BE MSTALLED AT 0.fiDSPAN OR 12` MAXIMUId ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS �• TOP AND BOTOM IS MANDATORY. *N ES ON ND LOCKS 8t CEN TERMATES: � 1. HD * W� HD CENTERMeTFc (zi OR'i2 lYf I ONE ALTERNATE HD .LOCK ` MMAYBE USED IN LIEU OF HV SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK 34' MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK Rt TO 9 IS W/ 3 08 z 3/8' F.H. S: S.M.S.. AND INCLUDES REINFORCEMEw WSERT U AS SHOWN ON SECTIONS HDB-HV­AND HDC-HVC; SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN, USE OF LOCKING RODS -9 IS COMPLETELY OPTIONAL yyt' V. •�'•'••. 'P�' "g 02017 TRTECO. INC. I-2017 EASTERN METAL SUPPLY, INC. oCE. j BEHTHA HVTM L E C O Accordion Shutter System �■ ■ ■�• ILK #1 W/ OR W10 KV. WtMff RADE ' TILLTT TESTING & ENGINEERING COMPANY American Shutter $jT$t8ni3 EV, N pp,,PF10N 11tTE ORAti'M 8Y: LC.. �•' Association .• ;^ 7• ,1' ,�Y' S3s6 H.W. ism. 5) 51G 305. VIRGIxw CpFD'cNS., iLOr7rTA s3T6 a Inc. 1 OLD 15-085 7/27/1 OATS a7/27/17 r Phone (305)871-7336 Fox : (3a5)671-1531 4268 Westroads Drive 2 c5' }•.Iy... l ° ltw a —mail: rneewwd.wm West Palm Beach, FL 33407 a DRAWING No '-�,v$AL TEsli WALTEEB 0MITT Jr. F.E. 'j° FLORIDA Lie. f 44167 1. �^ 07 P.E. SEAL7Sll%VURE/DATE s r 0 POURED � CONCRETE REQU,IZED \ �. ----------------- 1i2 E. ]* f. 1 , EXISTING CONCRETE ANCHORS -``-'- (SEE .SCHEDULE ON SHEET 13) �OR \ I .250" Max. -- s s '� .E Dj` ' t 1iy{j�jt 5�3 ED�. 3 ,tN a 17 GU HV WALL HEADER INSTALLATION Zara 1a 11 FU FS at <_ 7 t; --CONCRETE ANCHORS PCURED CONCRETE (SEE SCHEDULE ON SHEET 13) OR CONCRETE BLOCK WALL REQUIRED� WALL SILL INSTALLATION r--CONCRETE ANCHORS POURED CONCRETE - (SEE SCHEDULE ON OR CONCRETE BLOCK SHEET 13) REQUIRED Q7s 5 E�Y5TOtIE (SEE MOUNM'G SON SHM ]) -'— `i Min. -1/4"4-20x3%4" SS. -E0 EQ MACHINE SCREWS USING 1/4"-20 NUTS Q 12' O.C. 1� 13 OR 15 .250Max. E D ,.!7� � 1 OPTIONAL I MIN. SEPARATION TO GLASS W 1 `(SEE: SCHEDULE ON SHEET 11) + EXISTING GLASS, 4 + (� HV WALL HEADER INSTALLATION + KEYSTONE '�)OR 4�:� 4lIN_ SEPARATION TD GLASS. I` -(SEE SCHEDULE ON SHEET 11 s EXISTING ; GLASS--; , r i s�' OPTION.N_ , EC` 1 s t 7f2� i , 1 OR CONCRF WALL REQU NOTE FOR COMBINATION OF SECTIONS: I- SEE SHEET 4 FOR TYPICAL SHUTTER *D15TANCE ASSE1eelY 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPEC1FiCATiONS ON SHEET 13) IN ANY WAY TO SUIT ANY INSTALLATION. P.E. M� CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) 1/4"0-20x3/4" S.S. MACHINE SCREWS W/ 1/4"-20 NUTS a 12" O.C. 1' Max. MIN. SEPARATION TO GLASS EE SCfEDULE ON SHEET 1 ;J HV WALL HEADER INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 1 OPTIONAL �i ji" Max. L I - �• - -` Max. /� OR Ly ti1 11j2. i } EQ-}E-EO i ' MACHINE SCREWS USING 1' 1/4'-20 NUTS 0 12' G.C. J ILONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) HV WALL SILL INSTALLATION • SEE LIMITATIONS OF USE FOR EWE IA: ON SHEET 19 •,y t��", _� W017 TILTECO. INC. CL ECOINr. QZ ,',i TILLIT TESTING A ENGINEERING COMPANY 635S N.4Y, 36- St.. Ste. 30. W'14MPA GAR054Z FLORIDA 33 vy'it+• Phone ; (305)871-1530 . Fax : (303)87f-1531 A e-moo; tat e..Z"L o' ' EB-ODOMS WALTER A TIWT J,. P.E_ IT11RC'/nATC FLOR@A L1o, A 44167 ,t CONCRETE ANCHORS i i/4 L"-ZOz)j4' S.S. PH(LUP.S " --�� L-(SE'c SCHEDULE ON —SUSS HFaO MACHINE SCREWS POURED CONCRETE-' SHEET 13) t1j 1/4"-20 NUTS 0 12' O.C. ORCONCRETE BLOCK REQUIRED HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ 1 ) HV BLADE AwVsS.A. American Shuffer Systems Association, Inc. 4268 Westroads Drive West POIm Beach, FL 33407 02017 EASTERN METAL SUPPLY, INC. BERTHA HYTt, Accordion Shutter System fix. MAM #1 Wj OR W/o H.Y. WNm aAOE (AWING No 17-107 3 POURED CONCRETE REQUIRED SCiiED (SHEET 13) i t"'t SFPtaa i 9+YroEVfiOE SIXJ(� EDGE a. -7 It rut HALE SLA9 IF ON SIEEr 19 E. D* APPLICABLE EXISTING ' Bx (V& GLASS-, ' ALTERNATEOR j ANCHOR j LOCATION j 77 •aR.73aR15 I tt t0 cnSs (g-T � s.TEnaE us STET + n Aux L3/f-ADua I Cfd5-%3T t9 GCRi - , mnDlsOs�^: C) HV_�,CEILING INSTA :BsctwS QY 3'£L'T lfl EXISTING ��'.� GLASS ^' "gTM J,4 1/ W 1 1 ff74x3/45 HEX HEAD__] TER. SCREVFS ®- 4' O.C. + OR 1/4t5wia 0 S.S. MSOC ti t A E )PTIONAL= POURED7 %REWIZED ONCRETE V RD I RAINGUAt � NOTE FOR CO/ABIhLaITpNzOF SFCAONS •3�:?+r 4 1- SEE SHEET 4 FOR TYPICAL' SHUTrTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION - OR 03 —0 OR x EXISTING �q GLASS - I I #1013/+' HEX MASHER HEAD. �TEK SCREPIS 0 12- O.C, ulx. .. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) •I --'E.Q __.1 EDGE OF - SLAB IF 0 HV FLOOR NNSTALLATION t EXISTING ' GLASS rxuun„-y ro �igta sv-ainE pN s OR CONCRETE (SEE SCHLTJJLE •QfJ 67 �., r( t ' 3/ / SHEET 14) • ° 'cf1CF OF ' SLAB IF ` APPUCABLE`CONCRETE \ EO POURED CONCRETE ANCHORS (SEE SCHEDULE ON OR CONCRETE BLOCK SHEET 14) 1.. REQUIRED r U HV WALL FLOOR INSTALLATION TALLATION .t No r i I I j x � y^}. 59Ap�r'9u _ � I O,i SHFEf l,) � rr t f, I t t is , ' i c j APPUCABLE POURED CONCRETE / - .p * 1 i I&L SEPARATION TO QASS I v m I ~(SEE SCNEIIOut ON 1• SRSET 11) B EXISTIN GLASS- + I &t L y r ;r EDGE OF SLAB IF APPLICABLE "—"E o•� REOUIRED / FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) I) HV WALK —OVER INSTALLATION CONCRETE ANCHORS (SEE SCHEDULE ON� SHEET 15) GLASS EX�r JyTt SPAwt:uV r0 c,.1� (sR' st¢lac cy sr:SY 11) $t0.3/4 HEX WASHER HEAD TEK SCREWa s is t ® 12 OC 111 FANT 4x3/4 &DS i, F.H. S.D.S. M9" OC SEE NOTE m(b) ON SHEET 1 - SEE NOTE 13(b) POURED CONCRETE= ON SHEET T DR CONCRETE BLOCK REQUIRED L HV WALL WALK —OVER INSTALLATION 'I' THIS INSTALLATION SHALL BE REIAOVABLE l'1HEN PERFORMED * E. D. = EDGE DISTANCE (SEE SPECIFiGAT10NS ON SHEET 13) ?DJACENT TO 1xV OPERABLE EXTiF�E:EUldITATR OR ETfatANG'c OF USE FOR E -1 ON SHEET 1S 54� " v tJ�('•' w WM7 TILTECO. INC. a �• -{� 7 jj r 'L GOING. TILLIT TESTING & ENGINEERING COMPANY L " 6355 N.W. 36th. St.. 5_0M te. , V&7G A GARDENS. FLCRUA 3316 Phoae : (305)877-1530 , Fax : (3D5)877=7531 a -mail- om e 0 Cj C} y _y$, yj ,q,7 tL- W3.11eAir'AR,,,tst 0006719 WALTER A TTI6RiJt. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA L1c. 3 44167 CONCRETE FLAT HEAD CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SHEET -14) 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70. -75 PSF AS.D, DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET I 1/4.0 DIY Eiam TAFCQN W/ AIWAICED TNRFADFORtt TECHNOLOGY OR 1/4'D MAIM. EMENERS TAR'ER+ ANCHORS W/ 1 3/4' MM EUBED!A ff O 6' O.C. FOR LIP TO 5-0' SPAN AND 4' O.E. FOR SPMS LARGER THAN 6-0' UP To e-O' L.LL AFFLY I SENANT AT EVEFr FASMNER IPAO A M.) Cw NOTE t OR/ :^ SHEET 11 ,CR IALTARQYS}' Y7 3, sEu1wT 1 "j. v 1/4" ) MAX. V1 p 20x3 4 A US 0S11i 20 NUTS s tz O.C. o.c. EXIST NG VON STFwmRAL T MIN. xuL Tmt,. (DECDRA1t�e WR 7: • E.D._ SSL) MIN. I•• REOU 9 CONCRETE I ` - ' _ REGll6NE0 V ® KEYSTONE MQUNTING INSTALLATION MA%WLIM ASD- CE`+IGN PRE550RE: 664.-]y psT WXIMULI SHU17ER SPAN 8'-D' A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zorn 02017 EASTERN METAL. -SUPPLY, INC. BERTHA HV TM Accordion Shutter System H.Y. BLADE #1 W/ OR W/O KV. WNIM BLADE Y, No OESCNp110N DATE DRAWN BY: LC 1 OLD 15-085 7/27/1DATE: 07/27/17 s DRAWING NO a 17-107 o�T 9 FIN—] EXISTING GI -ASS INSTALLATIONS W 1 (I HV SEE NOTES ON LOCKING RODS HV LOCKS2� AND ALTERNATE HV LOCK 0 ON SHEET 5. ** ' BLADE WZ HV CENTERMATES BLADE SLACK DETAIL HVF IS VAUD FOR ALL CENTERMATES APPUCATICKWITH BLADED 70 * 0-0- 0 1©-9- 1 OR SEE END WALL CONNECTION ©-o-©-©-o-@a --EXISTING GLASS DE1AfLS ON 77C 77 $F7 F7S 10it 2"x2'xi/8•z0'-2" 6G63—T6 ALLOY) ALUM. / I�t Ei of oR'�,,.�Z �) 4 t Q 7' 6 1/2" 41O1/aaTAFCON TO tjz Q� QPPQSlN6CHR i 7. YMMETRYCAL (Tov/60rrcm; & 2x1/2' S.M.S. To TUe€1I EACH ANGLE. (rrP) I ! I 10x3/4' s.eas. m n j f O.C, FULL LENGHT. W/ HV LOCK 4 or I CENTERMATES ----- W/ HV 64 r��- SEPARATION To LOCK or GLASS (SEE SCHEDULE SHEET 11) ©OR®CR&(Di R®cRjO rQ a¢ ,a.o-o-o-o-@�R ,olto�o�o•o�T EXISTING V@; ®-Q- °R GLASS 1111^-�R 7 9 . Qq 19 • @5 —YJCR ©s 1 MIN. SEPARATION (7 c TO class (SEE SCHEDULE T N AL OPTIONAL ON SHEET 11) t (INTERIOR) —t � W — 1 — o ' HVA HVe SYMMETRICAL —�* IN Ss CENTERMATES q�DWfHV LOCK 2 OPTIONAL — TINTFRIORI ! OUT 0 O U q1 f 1,—15 (EXTfFt10R} �7 � HVE p Gi v T O* 5� 7 3 cR©1©cc ©` O �EX!STING GLASS i r-POURED CONCRETE CR 7 CONCRETE BLOCK WALL REQUy2Ep _ / —---., r �- ®� ©- ®iYli& MIN. SEPARAT;0;7— ouLE (SEE s2 ON SHEET 11) 1t . i '—CONCRETE ANCHORS a j ' < oR f 16" D.C. . 3 VARIES (yi i OUT I 6 1/2 MAX. SLACK HVF** £2017 TILTECO, INC.01� G _ T v' " 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM .' 1 L L 1 E C O N�. A Accordion Shutter System L ■ ■ ■ ■ RV. 73i.A1)E #1 W/ OR W/O Ru VENDOW MADE .• �. ,�+ TILLIT TESTING & ENGINEERING COMPANY-ATeHaan Shutter Systems , R DESCRIKMN DArc axal+nl BY. I_C. "w ••.- 77D lSS�. "'y a36 8355 N.Yl. 36th. St. Ste. 305, VIRGM CA4035, TLMOA 331 Association, Inc. , OLD is-os; /27h DATE 07/27/17 s P6ane : (305)871-1530 . Fax : (305)871-1531 4268 �Yestroods Drive .2 - /01V'�LV \,'�La a T�Es o0o67�,sI� West Palm Beoch, FL 33407 3 DRAWING No I9'///i``IBPf/!a4 WALTER A'TIU-fT Jr. P,E. 4 17-10-7 _- P.E. SEAL/SIMAT(IRFJDATF FLORIDA Lc. 44167 S '- OUT sa �N EUST NG CLAM ULADE Ip SUCK DEfAL HIT. WOI;.ATED " SIM 6, AS VELL AS JUNERSAL BOAT= SLIDE® DETA2 FiM-HVD . IND=7M ON R6S SHEET. MAY eE USED YA7H I AALI yq I L(O-®"®-®a-©. R.'STALLRLON CcIPP_ MG -SHOWN N 7H SHEET. rS�EE NOW a FOR 14V LOCK® LcCK. ON SHEET 5. t SERFS SAA4 a WINUN (2024-T3 ALLOT) URGE FLANGE THIN SREET NUTSERT. PART j 0820. AS VAWFAMURM SY AV0F1 CHERRY TEXTOR14- PAR54 FEW. tqEW JERSEY 07054 OR EQUAL, ' INSTALLATION C1) HV BLADE W/ HD CENTERMATES (n � - T SNS. 0.f2" _____—_____—.__—___—___..__ ___ j (0-11ONAt) �' Full tEhbxT. ` S� — © 30 HV "T" —IN— PIN xs. iN (4) x¢ 3 LOCK (INSIDE) r n RrfS M�7 314• Pins (nPJ 30 HV "T" LOCK (OUTSIDE) .E. A- � 'C' OUT 1/4" 0-20 x 1 1/2" S.S.M.S, W/ 7/8"0 x 3/32" WINGNUT. HVQ* HDD—HVD** FLOATING STACK e 02017 nLTE00, INC. �a IL ECO�N�. TILLIT TESTING & ENGINEERING COMPANY 6355 uxY 361h. St. Ste. 3OS. M=EA rf.RD-a15, FLORDA 33 1''e Phom : (W5)871-1530 . FaX _ (305)871-1531 j8 a-mG7: t"ntaco%o Xam F f,f Ee-0009710 WALTER A. TILLlr dr. P.E. I'I IRF/[)ATE FLORIDA LTa, # 44167 fit♦ tl1r �T a����� (ADD HD9—HV8 OUT SYMMETRICAL HD CENTERMATES W/ qe LOCK !EXTERIOR A.s.s.A. American Shutter Systems Association, Inc. 4268 1Wstroads Drive Nest Palrr Beach, FL 33407 `E - HDC—HVC SYMMETRICAL HD CENTERMATES W,L 3�3 LDCK (INTERIDRI SEE to ON LMMG a= 0 h 'O! D LpGRs on SxF.E( 5 ** U;VErS fL➢ADNG MADS5hrlk' Wil-/ND 5 VK FM Al CENTMUATES APF=nG YItH E Q Non Nigh Velocity Hurricane 02017 EASTERN METAL SUPPLY, INC. o_.a..nv% us wTm Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WNDM BLADE • vw Ta-ua� 07/27/14 DATE 07/27/I7 1 —#EfRAWING No 4 17-107 a CONCRETE ANCHOR IS" Px It EO (LOCATE AT ErIHER SIDE@--- OFO) 1/2" MIN, D-C- POURED CONCRETE OR CONCPETIE BLOCK WALL RE12UIRM EXISTING GLASS -A-0 -2" MIN., UN, SEPARATION EO TO a -ASS (SEE SCHEDI-ILE CW SHEET 1/16 x3 MAX, 11 FOR BLADE (DAND (6063-T6) Cow. ON SHM 19 FOR ALUM. CLOSER ELADM CL) & (D PLATE. (LOCATE 1/2 4 i I AT EITHER SIDE N'4- % OF ®) #1OxI/2" S.I.A.S. co 16" O.C. OR SEE DETAIL X FOR SIDE CONNECTION TO TRACKS .END CONNECTION DETAIL 0) V CONCRETE ANCHOR 0. 0 .E. 2- MIN. RS POURED CONCRETE OR CONCRETE BLOCK WALL REO I ED —EXISTING CLASS > ?AFt SEPARATION TO GLASS (SE SCHEDULE ON SHEET 11 FOR SLAVE OAND ON SHEET ig FOR ELAVES5 4@ x FOR-1 ECnONI 1 16 OR POURED CONCRETE OR CONCRETE BLOCK WALL REQU-REO. r'-EXISTING GLASS KN. SEPARATION f TO GLASS (SEE SCHMULE 47.4 SHEET 11 FOR A� (D ANg &' ON SHE, 19 FOR 1/2- BLADES (D & 03 f 4 USE 1' OR 2- MAX, (AS APPUCASLF)x0xI/8'x0'-2- ALUMINUM CLIP ANGLE (6063-T6 ALLOY) AT MIDNEIGHT (1) #10%1/2- SM,S. TO (@ & (2)1/4-0 TAPGONS ANCHORS TO WALL K.- I- O.C- (LOCATE AT EITHER SIDE OF @ 16 OR 6 END CONNECTION DETAIL (1) POURED CONCRETE OR CONCRETE BLOCK WALL j— EXISTING REQUIRED GLASS Y.N. SEPARATION TO GLASS (SEE 1/2' MIN. TOON SH= 17 FOR B"-4DAtm ON SHEET 19 FOR 5 BLADES (D & (3) NZ, TO, y------- I ' ♦ SEE LIMITATIONS OF USE FOR 19 BLADE (9 19 ON SHEET NNECTION DETAIL GI, I C2017 nLTECO. INC. % t IL CO imc. TILUT TESTING & ENGINEERING COMPANY SM MX -& St. S 305. MMNA MDEXS, FLOPMA 33 f305)871-15,�O . r., : (305)WI-1531 E13-CO06719 WALTER A TIULLT Jr. P.E. /rIATC FLORIDA Lie. # 44167 PLAN OR OR(qORrlA VIEW V-19 DETAIL 3LOCK WALL REQUIRED EX19TING GLASS FA I MN, SEPARAIION TO QASS (SEE SCH111.)LE. ON SHEET —11 FOR &ME IJ)AM ON stioa 19 FOR Ep ADES 0 & Q END CONNECTION DETAI L4- REQUIRED ONLY FOR SPANS,CREATER THAN 12--0l A.SwSwAw American Shutter Systems Association, Inc. 4268 Westroads Drive West Pa(m. Beach, FL 33407 OR®OR 0 OR OR@OR(qOIR(0 OR(g (D2017 EASTERN METAL SUPPLY, INC. BERTHA HVTm Accordion Shutter System H.V. R" 11#1 W/ OR W/O RV. WINDOW BLADE AWING No 17-107 SCHEDULE-#1 MAXIMUM SHUTTER SPAN# 'L:-" OR -L-- (ft.). FOR INSTALLATIONS W/�L CENTERMATES. r o� W/ ONE H V. LOCK ® or @ or or HD LOCK ® W/ NO LOCKING RODS or CENTERMA,'E@ 28@ 29 W/ ONE F- '7- LOCK 30 W/TWO LOOK NG RODS 35 BOTTOM 16SEE t ww AS.D. CESY81 P� R- �TIrTfOf77P��C& CONCREI�& 3M INSTALLATIONS 0 WALL MOUNTING FLOOR/CEIUNG MOUNTING . L + 00 1 L - (Rj L ; (ftJ L - 00 30 OR LES --0" 16,-0" 16'-0" 35 t0" is4070'45-1"-5" A14'-1O'i4'-jO" 5510' 60 i t'-4" 11'-4- IV-7" 12'-4" fig w'-}o" 11'-ti" 10'-4' 11'-1' 75 to'-1" 10'-1" 80 9'-1 C" W-10" 10'-0" iQ'-9" 85 9'-6' 9'-6'III'-5" 90 9'-3' 9'-3' 95 9'-p" 8'-g" g'_2" g•_t0^ 100 8'-9. 8'-4" 9'-0" 9'-7" 105 8'-7" T-t1` 8-9" 9'-4" 110 115 8,-4" 8--11- 120 6'-0" 1 6'-11' 125 7'-10" W-8" 8•-0- 130 T_8•, 6'-5" r-10" .8•-7" 155 7'-7" b'-2" 7'-9" 7'-9" 140 7'-5" 5'-77' T-T 1 T-5" 145 7'-3" 5'-9' 7'-5" 7'-3" 150 T-Z" 5.-7" 7'-4' 7'_O" 155 T0" 160 6'-11" g•_2" - 7._1" I65 170 6'-9" 4'-i l' 6'-F 1" 6'-2" 175 6'-7" 4'-9" 6'-9' 6'-0" 180 6'-6" 4'-8" 6'-8'-i0" 185 4'-fi" 6'-7" 5'-8" 190 6'-4" - 1 4'-5" 6'-6" 5"-6" 195 6'-3" 4•-3" 6'-5" 5'-5" 200 5'-2" 4'-2- 6'-4" 5'-3" 2O5 6'-1" 4'-f" 6'-3" 5'-1` MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) FOR INSTALLATIONS W/ 0 7 & ONE HV LOCK or @ or Wj NO -LOCKING RODS (SEE NOTES t, it) FLOOR/CDUNG MOUMIG L + (M I - (nl To" 110 T-7' 115 T-3'120 6'-Yf".125 s'-6"130 6'-5"135 6'-2"140 17'-7 5'-11"145 5'_9"150 5'-7"155 5'-5'160 5'-2"165 S'-t' 200 P.E. SCHEDULE #3 AXIMUM SHUTTER SPAN* 'L+" R 'L-" (ft.) INSTALLATIONS WSYMM I 1 & W/ ONE HV LOCKS OR ODS(fWj NO LOCKING (VALID FOR MOUNTING H SHEET 7) MAxMM AS.R Denim 1p. f.) (+ -) CONCRETE INSTALLATIONS F10OR/CEIUNG MOU11RtIG OR FLOOR ALL MOUNTING L + (R) L - W 30 35 15'-2' 76'-I0' 40 14'-2" 15-2- 45 }3'-4" 14'-3" 50 72'-3" 55 11'-7' I V-f i" 60 10'-2" Yo-Ii' 65 9'-5" 10'-1" 75 - g•_g" v INSTALLATiam I EGE D CONCRETE & MANSORY WOOD WALL A. 8, C. D, E, M, N, 0. P. 0, MOUNTING F. K & L R, S, & V. FLOOR/CEIUNG H., 1, U, MOUNTING T. W & X & M V MAXIMUM SHATTER SPAN "L+" OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. A.S.D. DESIGN PRESSURE RATING. t Hv CORNER CENTEP.M,ATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE "'S. SHEET 5. t f EXCEPT THAT MAX1juid S-UTER SPAN 'L+' OR "L-" AND MAXIMUM AS.D. DESING PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE UNITED AS FOLLOWS- I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P.S.f_ AND B'--D" SPAN; SEE MOUNTING ®ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 I' 02017 TiLTECO• WC. O �+ �� ECO1Nc. TILUT TESTING & ENGINEERING COMPANY 6355 H.W. 36D St., 51 305. YfiGbvIR GV ZEir, 9MR= 331 Pttcvie : (305)871-1530 . Fl, ; (305)871-1531 e—MMIT G7t;e03a07.=M E13-0005719 WALTER A. TILUT Jr. P.E. FLORIDA Lie. x '44167 V BLADE AsS.&Aw American Shutter Systems Association, inc. 4268 Svestraods Drive West Palm Beach; FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING, (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG GIVEN A POSITIVE A.S.D. DESIGN PRESSUPE RATING, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN .A NEGATIVE AS-O. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE, FINAL MAXIMUM A-LOIVABLE SPAN IS EQUAL TO THE MINIMUM, DETERMINED SPAN BETWEEN "L+' AND "L-': (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS I,N BETWEEN WALL t0UNTINGS W/ FLOOR/CEIUNG MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: L++- MAX_ SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALATIONS. FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE RATING DETERMINE: LI-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'L1+", "L4+', "LIT-" AND "L.2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.O: DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR Hurricane @ 2017 EASTERN METAL SUPPLY. INC. TM Accordion Shutter RV. MADE #1 W/ OR W/O H"V, tWW AWING No 17-107 3•_0• 4'-0' 5•-O 7.-0' $._0. 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INC. SS •+" i i TIWT TESTING & ENGINEERING COMPANY u ', • .'� \\ 6355 tt.W. J6th. 51, S:e. 7Ai, NRG[MA GARt7'J, lS FLOFIbA 33 Phare : (305)871-1530 . Fox : (305)871-1531 a -mall LReweooi.eon 40 t '•'� �(y 'S� . ti`f4APA4 q,�pssplpFl .. iJ`YT9b x ES-OOO6119 WALTER A: TR11T P.E ,ii P.E. SEi1L/JitiWTCRE/DATE Jc FLORIDA Lie, j 44167 J=71MIM ZIMMER aatoc »4© Elmlow N1®©E 31MIMIa Quo 3"M o a©®to 3®"M i®om M".e ral7rarta M DE3©aa mmaoto ®KOmoo v®0oo 0�oo Mrmaatot Mt©@@to M11MM�o Kam== M©aaa oQ®soo v®@sat �aaao oaaaa vlmoao vioaao rraoao �aa@aa f7Craaal as oat 0; l 2NLN TAPCON OR TAPCON WnH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ # SEE ANCHOR SPECWCATIONS ON SHEET 13 *SEE LIMITATIONS OF USE FOR ONT18IOEAA 'E HV BLADE OR (-1) HV BLADE W/ 1W HV WINDOW BLADE WORKING IN UNISON A.S.S.A. American Shutter Systems Association, Inc. 42E8 Westraads Drive West Palm Beach, FL 33407 CODE (Nan High Velocity Hurricane Zone 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. MADE #1 W/ OR W/O KV. VANDOW MADE r s AWING No 17-107 UN POLIRM C0NCREIE/00000E ER= POL231 OOMCFZM MAXWLA SPAU V WALL SILL MOUNTING Q CEILING MOUNTING - HO FLOOR MOUNTING (ft) I SA TIMM Er40 TEGAIVE b0 FRESW_ .75 90 12q fMR. }5D 2175 S D. DcmM N--QkTNE PRESSURE 8M1C,� (pg7 3D 4D 60 HD 120 160 205 . 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AS MANUFACTURED BY I.T.W. BUILDEX. (Min. Vc = 3 ksi) - 1/4"0 x 3/4' ALL POINTS SOLID -SET ANCHORS. AS DISIRMUTE0 BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY. (M im ('c = 3 Ia1 - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. is = 2 ksT) 1/4v0 TAPPER+ ANCHORS AS OVEDFACTURE BY POWERS FASTENERS. INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & .SPECIALTY COMPANY OR ksi OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERK;AN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF ?APCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TAPPERt ANCHORS IS 1 3/47. AND FOR BLUE TAP W/ CAP ANCHORS IS I Ile. A2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' Wo THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALT_ BE FERMU TED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST. AND i" MINIMUM FOR WAILS WITH NO STUCCO. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, NOANCHORSTES SFtALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON At) & A2) A90VE. FOR INSTALLATIONS ON VINYL SIDING OR M WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO UPS WITH METAL STUDS SEE SHEET 20. (8) TO EXISTING CONCRETE BLOCK: (ASTM C-90) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. - 1/4'0 x 3/4" ALL POINTS SOLID-$L-T ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREWY, BOLT & SPECLAI.TY COMPANY. - 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, fNC. - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRBLITEO BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AM1.ERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPC0N. BLUE I&- V// CAP ANCHORS AND TAPPER+ ANCHORS- IS 1 1/4" AND TAPCON WITH ADVANCED THREADF0RM TECHNOLOGY ANCHORS IS 1% 8.2) MINIMUM EMBEDMENT OF 1/474 x 3/4" ALL POINTS SOUR-SEr ANCHORS SHAH BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USE SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO, B_3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. ANCHORS SHALL PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR t1DDR, 9E LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES ELI) & 8.2) ABOVE, FOR INSTALLATIONS ON VINYL SIDNG OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR INSTALATI0N INTO OFS WITH METAL STUDS SEE SHEET 20. (C) ANCHORS S14ALL BE INSTALLEO.FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR FDGF nCTAnIK rc n t , rvn EDGE DISTANCE Rs S `;PAGNG SCH rnD F FOR ANr MAXIMUM ANCHOR SPACINGS ARE VALIDFOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN HE INDICATED. REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOUAVANG FACTORS, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SRACTNG INDICATED FOR EACH ANCHOR TYPE. ACTUAL FACTOR EDGE DiCTANCE 7APC0N. TAPCON WITH ADVANCED TNREADFtORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/ CAP TAPPER + 3 3/MIMI N. SPACING 4" E.D. MIN. SPACING = 3' MIN. SPACING = 3" MIN. SPACING = 3 1/2' MIN. SPACING = 3" POURED CONCRETE & CONCRETE BLOCK POURfD 7E fANatEIE f71.04C FM P0UF2ED CONCRETE & CONCRETE P0URE0 CONCRETE & Po`'� 04Na€lE l91 E0.=3' F_D.=3 1/2' IS31. Eil L/Y i3L0CK A¢fL ED=3 t CONCRETE BLOCK MIL EO tXL\177EIE fA00S 3' 2 1/2 1.0 - ago 1.0 0.78 1.0 0.84 t.o 2' - 0.81 1.0 - 0.71 - - Ds1_ 1 3/4' - 0.91 - 1 1/2• 0.35 - r pt. 1 "• • . '• I! 02017 TILTECO, INC. }a• a. IL ECO���. • ��S � TILLIT TESTING & ENGiNEER1NG COMPANY TA � %_ • i 6355 N.yL 36tit, St„ Sta. 30& VIRtl CAR0?S. FLORIDA 331 Phase : {305)67t r7530 Fox : (3O5}677 -1531 Q771i)I'� .• , . 6'A•'••,.. 15C . a-n,0, UTteeo®col.c= W/LTER A. Ttll7 P.E V ��ff i71 ,3- E. gF/f1ATF jr. FLORIDAc. 6 44567 LUHUA BUILDING CODE (Non High Velocity Hurricane AmS.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 02017 EASTERN METAL SUPPLY. -INC. 7 0E*■mR ■■wTM Accordion Shutter System KV. aX)E #T W/ OR w/o H.V. 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T 5. - - - 5 S 5 4 - - - - 14 12 10 - - - - 8.5 6S 0. 3S - - - - 7 55 35 - 5 5 35 - 16'-O" 14 12 10 - - - - - 9.5 7 i.5 3S 3 - - - 7 7 7 7 6 3 - - 5 5 5_ 5 5 4S 3S- 74 12 10 - _ - - - - 6 4.5 3 - - - - - 7 6-5 4 - - 14 12 10 - - - - - TS 55 75 - - - - 7 , P!! xs - 5 1 5 1451 - ",•..r.�......... {f eo jr C2017 TLLTECO. INC. A 1L ECOeNc, TILLTT TESTING & ENGINEERING COMPANY S355 KW. 36th, M. Ste. 305. VR"M GARDENS. FLMOA 33 Phone : (305)871-1530 . Fox : (315)871-1531 a-aou?'WtecoOao!eom 4'Ar {s P�!yr� l• VlNq,Il(tTl EB-719r. ,+�,+1Yry .E. SrXC- gt('NAf6RF/T)ATF WALTER A�E P. FLORIDA, Uc j 44167 T CON Q 7Fii;��.@p,�FOR EC_NO?�i•JG. ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 0 VALID ONLY FOR UP TO +70• -75 PSF A_S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 NV BLADE ONLY FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zont American Shutter Systems Y ASSOCIOtiOn, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 02017 EASTERN METAL SUPPLY, INC. BERTHA Accordion Shutter SystemAeS■Sae H V. BLADE #1 VI/ OR W/o H.V. "NWW BI AM Ett. w DESORWOON GATE DRAWN 8Y: LC. I OLD 15-085 07JT7/1 OATS' 07/27/17 2 DRAWING Na 17-107 3 4 _ ♦ �¢ u1.xrAnxJs OF usE FOR 11V`1c to ON 54EEf f9 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHGRS TO WALL, FLOOR OR SOLID WOM SOFFIT SHALL BE AS FOLLOWS: 3. SUBSTRATE SHA_L CONSIST OF THE FOLLOWING: - 1/4'C TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER %V/ AAN4MUM EMBEDMENT AS INDICATED AT SOUTHERN PINE W/ o. 2 W/(NAS5 EXCEPTION. SEE NOTE 2'BEtrnN. (NDS) EACH SECTION ON SHEETS TB 17. -SPRUCE PINE FIR NORTH W/ G=0.43 -SPRUCE PINE FIR. SOUTH W/ G=o.36 2. ANCHORS TO HOL4 N CEILING SHALL BE AS PER MOUNTING TYPE U. SHEET 17 AND SHALL CONSIST'Of -MIN. I/Y CDX PLYWOOD (1986 APA) LAG SCREWS AS PER NDS 2015 SPECIFICATIONS. A. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECCltMENOATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1°"� v ,.•P .,,�G/'�. a+ 02017 TILTECO, INC. @2017 FASTERN METAL SUPPLY, MC. a BE HVTM g 1L ��S���A■ Accordion Shutter Systei KV. BLADE #1 W/ OR W/0 KV. WNDIN BLADE 0 7 TILLFT TESTING & ENGINEERING COMPANY American Shutter Systems Ey N DESCRIPTION PATE DRAWN V. L.c 4ts 6355 N.W. Wth. St. Ste. 305. MR41N(A GAMMS, FLORpA 33166 Association, Inc. i OLD 15-085 7/27/1J Dare 07/27/1: Phone : (305)871-1530 . For ; (305)871-1531 4268 Westroads Drive 2 _ H4} a-ma,7g t��Oo6>t6 com West Palm Beach, FL 33407 3 c� 1� DRAWING No $� 5. �,loll iMALTER A. TILUT W. P.E. ' 7,_ !l7 io. �,1 f V . E.OSE1 7Ji SitAtURE/DATE FLORIDA Uc, # 44167 s -- - -- --�---•--�,1,� •••,��� ov�f..��Iv�� rvK I NV �c HVO BLADES AS APPLICABLE MAX SHUTTER SPAN L+ OR L FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL wAu FINISH BE L MiTED TO 105 0 sf. A.S. ESIGN PRESSURE RAT G SEE S EE l FOR MAX SPAN & a ` f T--i/4"8 iAPCON OR , APGQ, Wn ADVANCED A.S.D DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & WdRKING IN UNISON i �- I THRFADFORM TECHNOLOGY 7/4 0 TAPCON OR VJ/ 1 1/2Min. PENETRATION ��� TAPCON WITH ADVANCED THREAOFDRM TECHNOLOGY T OF THREADEDW06 AREA E :—W/ 1 Ile !Min. PENETRATION OF THR EXISTING WOOD HEADER / FADED AREA TO EXISTING (SEE SCHEDULE ON SHEET T5j Y/O`7D HEADER- {SEE SCHEDULE Dfi' SHEET 75} SSEPAWM i ((( 7/4`0-20x3/4" S.s. MACHINE E SCITo (FFf 1 0R II � � ! / M$ !^ ®REWS 2" D.C. i/4'-20 NUCS - I I FOR MADE t E a _r CN SHEET 19 FORExtsfuNG C GLASS 6LV7rS ©& $ ^ i CR '( N E WALL —, )' I t ,: ; [ FINISH f i I '�LL_ OPTIONAL EX15VNG MIN.L FINISH $ HEADER REQUIRED ftE6 i OR 1�� . —� tEXISTING MIN. I ! a _ n 2 x4" EQUD _ i EXISTING , y� SEPARATION 1 I �I HEADER REQUIRED 1 TO _ ` 1%4"9 TAPCON OR TAPCON WITH ADVANCED SCW�� ON SHEET( ) 1--THREADFORM TECHNOLOGY W/ 1 1/2- 'i MML SEPARATION TO GLASS i i hitn. PENLTRATION OF THREADED AREA 10 11 F(9i MADE ())AND EXISTING -�—(SEE SCH©U(E ON SHEET 7 7 EXISTING WOOD HEADER. ON SHEET 19 FOR 9 B'•ADFS 0 & n� I ttASS { I 1 (SEE SCHEDULE ON skiT 15) _ I 2'x4' CONT. SILL PLATE RFUT'D. M�HV WALL HEADER NSIALLAT►ON NV WALL HEADER INSTALLATION 0€�V WALL SILL INSTALLATION EXISTING �t .It I MIN. SEPARATION TO GLASS ' I 1 I MIN. SEPARATION) TO GIAS$ t _' f 1 EXISTING ` (SEE SCHEDULE ON SHEET 11 MIN. SEPARATION TO G[ASS - 2'x4' CGN7:-+sue )� t (sue SCHEDULE ora sHEEr i 1) + 1 W000 Pi.AiF) (SEE SCHEDULE ON SHEET T 1) 1 I t EXISTING REO`D. A I x GLASS-. k y 1 ` �`:1/4"c-LGx3/`In J. $. P 4 1 f4.'°—ZDY3 4' S.S. �P�• --`� \ WALL SCREWS UT$MACHINE MACHIN -20 NUTS F .,'II• FINISH I; iV O.C. [ M� 1 OR a ! ° 1 OR � 2"x4' coNT _ - WOOD PLAT_ ' 1 t }` { i - REWD. C E LEO EQ_-' OR '+ ` R - ' 1/4"0 TAPCON OR TAPCON WITH ADVANCED I-1/4"0 TAPCON OR TAPCON r4TH ADVANCED i' THkFADFtlRtA TECHNOLOGY W 1 1/2" x4' CONT 11, E Win. PENETRATION Of, OF THREADED AREA TO TY.REAOFORk TECHNOLOGY N/ 1/2" 1-� 1/4"o TAPCON OR NJTE °--SILL PLATE I I! A y— EXISTING VJ000 HEADER. Min PENETRATION OF THREADED AREA tt+1T0 PL'fYIOOD1 \ RFq•D_ �� TAPGON wTrNt ADVANCED 1-SEE SHEET 4 FOR TYPICAL (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 2"x4' 7/2" MIN. CDX� ``•� THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. tF '�Y/AtJ_ FINISH 1 STUDS 0 16, O.C. LTAX. PL:;)DIED 1/2' tAin- PENETRATION OF 2-A10UNTlt`G SECTIONS CAN BE s -1/2' MIN. COX PLYYJOOD REq'D. REO'O. PLYWOOD TO DE WALL FINIS THREADED AREA INTO PLYWOOD GGPABINED IN ANY WAY To -EXISTING MIN. 2"x4" STUDS ® 16' O.C. MAX. REDID. AT -(ACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTAJLAMN. ® HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO SUDS IN ACCORDANCE ACCORDANCE WITH OWITH SECTION 2308 OF THE F.B.C. SECTION 2_V8 OF THE Q HV WALL SILL INSTALLATION o sFF uM aTraTJs OF use of P HY WALL. SILL INSTALLATION Fe•c- 5L40E UGN SHEET FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone ....... .! �� M2017 T LTECO. INC. 02017 EASTERN METAL SUPPLY. INC. BERTHA HVTM \T�AnSmS.AI. Ace Shutter System y K.V. MAX #1 W/ OR W10 KV WINDOW T1LL1T TESTING & ENGINEERING COMPANY American Shutter Systems N �CO� •. t/7 {. '• 6355 N.1'i. aft- St.. Ste. 3`S5; M-10A GARDENS. FLOWA 331 ASSCCIatlon, Ino. 7 DATE DRAWN BY: LC. ..ri k.ti Phwe (305e871-1530 . Fos : 005)871-1537 4268 Westroads Drive DLD i5-p)3J 7/27/1 DATE- 07/27/17 �q p, 2 'S ARIZE'� ' • .'01 ; ma8: tJtecaOaai.cem t1' ;it ED-Doo6719 West PGIm Beach, FL 33407 3 DRAWING N/G� 7 �••�••.••"•• ++M1 WALTER A. TILLR Jr. P.E. 4. �� 1 V / _ P.L. /S�t l'/nATF FLORIDA Ua g 44167 " — INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR In HV &-a HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR IN5 ALLATIONS INTO WOOD WITH Hy BLADE ONLY -WALL FINISH SHALL BE LIMITED TO 105.0 psf. A.S.D. 12ESIGN PRESSURE RATING 8 S E SHEET 19 FOR M,4X SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A :'ORKING IN UNISON 1/4"0 TAPCON OR TAPCON YATH ADVANCED 4"xe' (Min.) E%75TING t7 (--EQ-�-'1— £Q—t--2' MIN. "(SEET THREADFORM TECHNOLOGYWOOD HEAtA REQUIRED. ,-EDGE (IF APPLICABLE Min_ PENETRATFQN STRUCTURAL ADEQUACY - ) AAEJ. 7O /'T-20x3/A• S.S. OF EXISTING W'ODD BEAM, HEADER. -_1"PHILLIPS TRUSS HEAD TO BE CERTIFIED DYE ONSHEET15)MACHINE SCREWS REGSTERED� ENGINEER OR Ylj 1/4"-20 NUTS ARCHITECT PRIOR IO EO EO '— EXISTING WOOD ;-EQ O. t2" O.C. SHUTTER IhSPP!LhT)°N_t TRUSSES OP. i ; 1/2- 1/2- RAFTER @ 24' O.C. REQUIRED I I 1 Ga 15 I/4'a rAPcoN OR V 1-3 -•--; TAPCON WITH ADVANCED 257' THREADFORhC TECHNOLOGY I EXISTING SOFFIT Max. W/ 1 tI2" Min. PENETRATION T --'� / f 3 4' Max. THK. OF THREADED ARIA TO °'Y..rED:. t /• y4t4x3/4" EQ EON^ �'x4"x1 &" CONE. ALUM. TUBE ` I ' \--OPTIONAL EXISTING WOOD HEADER 'r :: S.tf x / (6063 T6 ALLOY) W/ n.a ' (SEE SCHEDULE ON SHEET 15) or (3)5/to' 0 LAG SCREWS TO or 3 1 or 13 or 1$ ; 1 11 S EACH RAFTER OR TRUSS. I EXISTING MIN 2'x4" LOCATE FAG SCREWS AT — EXISRNG , HEADER REQ'D M OW0TH OF EXISTING WOOD GLASS !� MM. SEPARATION To GLASS OPEN ROLE AT EACH-� MEMBER. (2".Min. NOMRX WIDTH)PE4W (SEE SCHEDULE ON SHEET it) EXISTING i- f STUD TO ACCEPT • —{ / z' Mir:. GLASS I AREA RA LID OEFOR . THREADED �r 5/CENT LAG SCREW x 'V 4� AT CENTER OF 7UBE. � � INSTALJ.TIO�dS WITH 72psf US HV WALL HEADER INSTALLATION TO DAB (� MAX, AS.D. DESIGN LOAD AN@ I 7„O LASS (SIXa n EX511NG 'rI Mo jss (BE i6 9'=O" MAX. SPAN. THIS 11 MRE AM -TA h GLA55 TO HAg {SEE N ON s+sr719 I"' 1 OR �� I! mA � l I I7OR WOOD Is ONLY VALID i 1: FOR ET 19 FCR FOR WOOD 'W/ MIN. SPECIFIC NOTES: J aADC3 (E i- R,� Cn srs2T 19 GRAVITY OF 0.50 AS OOUGLAS 1-SEE SHEET 4 SECTIONS iYCAN SHUTTER ASYiENBLY EVIL--Mj&_� .� 1. DR �� FIR OP. SOUTHERN PINE No. IN A(YJ WAY O SUIIT ANYN 6E COMBINED (T HV .CEILING INSTALLATION OR EQUAL' W ANY WAY TO SUIT ANY 9JSi'ALfA"f1JPL '��- t _— U HV CEILING INSTAUATION f I litt SD§WipX �8 Mw. SEPARATION TO GLASS a � � «1 S1 OR I A - I I (SEE SCHEDULE ON SHEET 11) EXISTING I � cu Nn ' '� SEPARATION EXISTING s GLASS\ I ON aster 19 Fal 0 C.GLASS I I GLASS--1 1 .: aAx3Q&`✓% (SEE SCHEDULE 1, 1 i i 1 ION SHEE+" 11) i i 1 ALgrT I i ANCHoR t WALL— LOCATION 1 ' FINISH / EXSLTIANSG M.HEX GxS i i ' ol 2"x6" MIN. WOM VJASHER HEAD TEK 13 OR 2'x6' MN. WOOD } SCREW" a 12` ox I DECK REQUIRED DECK REQUIRED (NO (NO FINISH jI jjjI FINISH ALLOWED) ,—_� - �i-- — ALLOWED) - r - 1.9 �--E� EDGE OF DECK _ 1/2" f' �OFGE -EDGE OF DECK- - - _ IF APPLICABLE- - DECK IF - ; I , 1• , 1/4"T-20x3/4' S2< - - — - — APPUCASLIE I. APPLICABLE �. i '`' 1/4"0 TAPCON OR Min. � P.HNLIPS TRUSS HEAD --2'_ TAPCON WITH ADVANCED MACHINE SCREWS 2 x4' CON, A ! `— WITH ADVANCED I, -SILL p� i .1 TIiREADFORM TECHNOLOGY W/ i/4"-20 NUTS 1/4'.T TAPCON. OR TAPCON CED L• A V!/ t i/2" Min. PENETRATION ®1 1/4'T TAPCON OR TAPCON YIIT.H ADVANCED THRFADFORM-• (___ THREADFORM TECHNOLOGY W 1 1 2" Mtn, I 2" tAIN.-? RE44. 2- D.C. 2' #AiN, PENERATTON OF THREADED / / t 1 OF THREADED AREA TO TECHNOLOGY Yl/ 1 1/2" Min. PENLRARON OF THRF?.DFD EXISTING WOOD HEADER, AREA TO EXISTING WOOD HEADER, (SEE. SC LE ON SHEET 75) AREA TO EXISTING WOOD HEADER. SEE ' (SEE SCHEDULE ON MEET 15) SCHEDULE ON SHEET 15) ♦ SEE LRdR aS OF USE FOR n CV�I HV WALL SILL INSTALLATION Bt E% �,t y I9 , HV FLOOR {NSTALLATION X, HV WALK —OVER INSTALLATION FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone S o 02017 RLTECO, INC, 0201.7 EASTERN METAL SUPPLY, INC. g p BERTH VT�1 ZTC O ,ac. S S .Accordion Shutter System ■ ■ ■ ■ FLY MADE #1 W/ OR W/a Kv. OWd W a" •�, 2• TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems ZEV. !, uFsc97PrIGN DATE DRAWN By. Lc di'0 "•. �' r 83SS N.W. SSW, SC. Ste. Jos, WMI" GARDENS RORW 331E Association, inc. 7 OLD 15-0$5 7/ 27/ 1 DATE 07 27 17 , .. _Phone: (305)871-1530 ,Fax : (3O5)677-153t 4288 Westroods Drive e—mml: titeccee West Polm Beach, FL 33407 2 / e cam DP.AWiNG NO " 1 1 + s =- QAL ECG EB-000617— i 07 . �•� VtFLOR ILI, A_ T dr. P.E 4 _ P.E. SEALISIGNATURE/DATE FiDA ua 44767 s n YIDGD SR1o5. TA t%4•o (AS Af .^MGEtEj \ ,/ 41:CNDR 0 661 . O.G SR OR W/ Val E)DSIWG GLASS— ) 10 1/2- COX 1 PU1aODD IF NO 1/2• MIN. COX 'LY4 ' /2 MIC \-71Dci/� snls. ID- 0.0 O• a END CONNECTION DETAIL :T Yi4• M.N. srL REOb DOSING GLASS 6cN ScPARiRON _ M. MOOD REO•D. FJGSrJ.� t,1ASS TO GAQ {4E S =ULE GI 9E 11 FOR 6AL$ ®, ,OIL CDX CN `�'a7 19 M PuunDD.. aADcspt I Pie of cu' SEE GLTAIl X FOR J J OR (9* so- cws nav END CONNECTION DETAIL.v � mac class -1/4i) T4FCQ1t c.�NORs 1 •4b FAKGN A:tYWN. I G PES+ELRNTON o 12" O.C. 1 112- MN. Olac PDAE'+R4amt a 12" D.C. +` MALL. nNRi 2•x4' MN. 4'DODD wmA. SR:DS RE IX FVFSi 1/2" 99 r.. ,,,., u,. , 'END CONNECTION DETAIL I/Y 0114. Mx-ru FL1R.'COD, ,n ALDlN'Je na ua .etng u nnm�asr V) fle' IWI. AT 1" 0.G I[,4 QRLLR � G 4) 1( SEE OCILI. Y GM2 r` � 4 C 61ca�CR{ca :4' ti6 )D4�vRQoR (1370aiL�OR04(v5 VIEW Y PLAN GC•@ END CONNECTION DETAIDETAIL ED CONNECTION ETIL �Ili _.. Allapp�n .......... . ��1j` 02017 TILTECO. INC. 'I;i�� '9� IL ECO ' • TIWT TESTING 6L ENGINMUNG COMPANY �n �l) '. l:} _ ;•,Q 6355 KW. 261A. SL, Ste. 3D5, VMGM GV=- IS, FLO�M 331fi •• i(J i��. - Phan¢ : (305)871-1530 . FM: (30S)871-153t e-mck t1te=@`:Q2.com EB-0006710 WALTER A TILUT Jr. PZ P.E. Sk/SIGNATURE/DATE FLORIDA U0. 9 44167 r•OR A.S.S.A. American Shuffer Systems Association, Inc. 4268 Westroads &Ekve West Palm Beach, FL 33407 -1 END CONNECTION DETAIL • RMOREDONLY i S7Ak5 L TER i m 12•-C ♦ SEE UMRATIONS OF USE FOR BLADE (SD ON SHEET 19 .0 I&, xv SIODS. S AFFLYP ) M _WLW GLASS WE SF!'FRtiiM m GASS (Sir FWE4 ESIMZ av sm m FOR as && CODE (lien High Velocity Hurricane Zon 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. MADE #1 W/ .OR W/O KY 4WNDM EVADE Y. KC DESCPIF710N DATE DRAWN Er; LC, 1 OLD 15-085/n/1 PATE: 07/27/17 a DRAWING No 4 17-107 MAX. ALLO WIND SEE' CONE DETAI 10 d FULL — CoR25 ( G s o • a a i� ,' s� y x i G pt a x i s s a s jam£ ti r_ 3'eA V. i�m� G s w-ys xa yD\ xx a•, x• �3o a� 9' .He n�C Eli SEE PLAN FOR REQUIRFMbNTS) _ 1Tx TOP &BOTTOM W ! .T a�q ,I' ��, .-^11 mmni ELEVATION MIL 3EPARARGN TO GLASS EXISTING GLASS SEE SCHEDULE Ott SHEET 11 FOR BLADE G° -- _-__-_____________ �....___--__-_AND ON TH6 a4 ET FOR MADES `0 & a���_�___{ti _____- _ - TYP. SYMMETRICAL CD 2�v2' jENTERMATES \ W/ 2 OR @5 AND Y!/0; (SEE NOTE 4 ABOVE) PLAN ,: , #^�IR.•.�1�:•` 4:2017 TILTECO. INC. q;i)��. �,yy'��"+N. ,�3'•, :'((G�@ : TILLIT TESTING @ ENGINEERING COMPANY 6355 N.W. 39th. SL. St' 305. MR41NM GARDENS, FLCFMA 33 Phom : (300871-1536 _ Fex (305)671-7531 a-mG:l: a •.., ��, . "'^�t�"—L!� V pggA • p%Z, .. !i' pS 70MAL �5� G�` Y:11CeaSao!.eom EB-COD6719 �` --•s era P.E. SEAVSIGNATURE/DATE WALTER A. Turr Jc P.E. FLORIDA Lie. rt 44167 1. MAX. A.S.D. DESIGN PRESSURE RATING: +110. - 110 psf. 2. MAX. SHUTTER SPAN: 26' 3. ALLCI`;ED MOUNTINGS: A. D. G & H ON SHIM 6, 7; AS WELL AS. MQUNTNGS M, 0, T, U & W ON SHEETS 16 -& 17. 4. ONLY CENTERAWT6M77 (ORi OPP0NGR�LIT- N ALLOM CASE OF p POfING MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CEM A S. (A) HV WINDOW BLADE i© SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES) FOR ® PER BLADE AT SPACINGS SHOWN ON SHM 4_ (B) MIN. CLEARANCE FR01.I TOP OR BOTTOM EDGE OF HV WINDOW BLADE lf9' OF ANY 3`0 HOLE FOR,® SHALL BE 12•. (C) FIRST OR LAST BLADE COALING Our FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE (IN (0) HV WINDOW BLADE IS MUST BE USED ALTERNATE TO A SOLID KV BLADED THROUGHOUT SHUrrER'S WIDTH. (E) CKERMATES SHALL ALWAYS 13E INSTALLED ADJACENT TO A SOLID HV 1 AT EITHER SIDE OF THEM. (F) POLYTIMMONATE HV WINDOW ® SHA71. BE INSTALLED ro TW TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED_ W WINDOW MUST BE ONLY INSTALLED AND LOCKED USING A HV SETTING MOIL PROVIDED BY ASSA, INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15. AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABQVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES I & 2 ABOVE). 8. MINIMUM SEPARATION TO GLASS SCHEDULE. PER ASTIR E-1996: WIND ZONE MINIMUM SEPARATION TO GLASS 1 THRU 3 1^ 4 6.25' 35- fmns¢ 0".an � iti � �za�s`,• i A®S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive "Nest Palm Beach, FL 33407 1n. High Velocity Hurricane 2017 EASTERN METAL SUPPLY, INC. Accordion Shutter System KV. RXE #1 W/ CR W/0 KV. WNWN WADE AWING No 17-10y/ l f � .6'x 1 1/2"x 0-035" THICK -' Min. AST_ A-653 GRADE 40 Min. VARIES %1. G-60 GALV. STEEL 2" Max. Mc1AL STUDS AT 16' O.C. R n ff �11 L it f�_7 3/4'x 5 1/4i 0.035' TMCKrL, CO,NTG4.V. STEEL TRACK CHA.4NI1, 1 ®6" O.C. ®6" a.C, 'F 4:4AJ-65x3EmS19N5DS 60 1 VA2E0FS fi1/'TD I ON iIXISTING FINISH INTERIOR & E.'X<titOR FACE I AS APPLICABLE 1 ' MIN. SEPARATION EXISTING GLASS ---i TO GLASS (SEE SCHEDULE) 5 1/4"x 0.035' T11CK Mi, LV. STEEL TRACK CHANNEL, 3 53 GAAOE 40 MIr.. G-so D FAS7QJED TO STUDS 6x7/2" TEK SCR'LlY3 ON & EXTERIOR FACE' -6'x 1 1/2"x D.035" THICK Lrn- ASTM A.-653 GRADE 40 Min. G-50 GALV. STEEL METAL STUDS AT 16" O.C. EXISTING FINISH AS APPLICABLE O.C. S 1 0 6" O.C, 6 INTO METAL STUD WALLS * _GENERAL LIMITATIQNS AND CONDITIONS OF USE FOR BERTHA(V HV BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL STUD WALLS I. MAX. A.S:D. DESIGN PRESSURE RATING: +75, - 75 (psf) 2. MAX. SHUTTER SPAN: 841, 3. ALLOWED MOUNTING: @ ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A SY METRICAL LAYOUT_ USE Or (2) i. (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT -EXTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE 21 APPLICATION WITH BLADE tO MS WALL HEADER/SILL INSTALLATION EXISTING GLASS t'� SYMMETRYCA43a 43b 43c I ' { 1 CENTERMATES CENTERMATES W/CCESS SIDE ; I `.INTERIOR ACCESS SIDi. (Cont.) HVA 1✓4' (TYP-)-"I 6 T/2" f(3 (6" Min-) HVBB BLADE S a >®a P.E. r- IPEA Min-) LAC& DE AIL HYF HVC *2017 TiLTECO, INC- I L EGO 111 TILLIT TESTING & ENGINEERING COMPANY S6355 MW. 36th''4t, Ste 305. VIRMM GARDENS, ROREA 33 hA Phane : (305)a71-7530 . Fox : (305)071-1531 s3" a-mo7: tNLeca0ao7som �l E6-0006719' WALTER A T1LL4 Jr. P.E. FLORVA Ua. $ 44167 Ia1�1IR4LJ 1G 11-12.000'h}gz. !^ �c�083" i 3a i.f4"a NOMINAL ALUMINUM SLEEVE 6063-TS ALLOY SEPARATION TO GLASS SCHEDULE N_a.DDo" Max. WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU. 3. 1= 4 4" EXISTING FINISH AS APPLICABLE (TYP. TOP & BBOTTOM) T /61N. SEPARATION VARIE _ TO GLASS 2" rSEE SCHEDULE) Max. URI 6 1/2" MAX. SLACK A.S.SA, American Shutter Systems Association, Inc. 4268 Westroads Drive West PGIm Beach, FL 33407 ,I 43Y YFNGTH + 1" 43 1/4"0-2OX3" BOLT MUST PENETRATE @c I- - 1 s .250"-1 I- 050" m `t/4"0-20 THREADS 43c 1 /4"0 QCO CONSTRUCTION PRODUCTS FAB—LQ HD COMPONENTS SCALE: 3/8 1." T 3/4-x 6 1/4'x 0.035" THICK Min. ,CONT- GAM STEEL TRACK CHARNEL, /ASTM A-653 GRADE 40 Mim G-EO GALVANIZED FASTENED TO STUDS PJ W/ (2) #6xT/2" TEK SCREWS ON INTERIOR & E56ERIOR FACE a LOCAT AT 1 Z HV HE4(tER/Sill ENOS VIEW Y SIDE CONNECTION TO TRACK IG CODE (Non High Velocity Hurricane Zone © 2017 EASTERN METAL SUPPLY, INC. BERTHA HVT1A Accordion Shutter System H Y. ADE i W/ OR W/0 K%I. WNW BLADE 2 DRAWING No 17-107