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HomeMy WebLinkAboutEngineering (2) GENERAL NOTES: NOTES 1.STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(RED)HAS BEEN VO4FIE0 FOR COMPLIANCE IN ACCORDANCE B.i)MINIMUM EMBEDMENT OF TAPCON, ELCO PAN£LMATE AND CF TAP-GRIP ANCHORS INTO CONCRETE BLOCK WITH THE 1014(5th EDMONMMI-D) OF THE FLORIN UNTIES) CODE.THIS STORM PANEL SHAD. N=BE INSTALLED AT RICH VELOCITY UN?SHALL BE T 1/4'• 1 3/8'FOR ZAMAC NAIUN ANCHORS AND 1 1/8"FOR RED HEAD DWABOLT SLEEVE ANCHORS HURRICANE ZONES(MIAMI-DARE/BROWARD COUNTI[S). DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, B.2)7/8'CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT.NO EMBEDMENT INTO STUCCO FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE]HESE SHUTTERS WILL BE INSTALLED AND SHALL BE PERMITTED. 114-0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1' FOR A DIRECTIONALITY FACTOR Kd=0.65.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 TBC AND SHALL MINIMUM FOR WALLS WITH NO STUCCO. NOT IXCED THE MAXIMUM(ASO)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 7HRU 9. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND.LOADS DETERMINED PER ASCE 7-10 B.J)MINIMUM EMBEDMENT OF 114-0 x J/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE CONCRETE BLOCK.NO SHALL BE FIRST REDUCED TO A.S.O.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO EuBEDMENT IN7D STUCCO SHALL BE PQRMD7ED. 1/4'0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG TO COMPARE THESE W/MAX. (A.SD)DESIGN PRESSURE R477NGS INDICATED ON SHEETS 5 7HRU 9. MINIMUM SHOULD STUCCO IXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED A 33X INCREASE 8.4)IN CASE 7HAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE DOSDNG WALL ANCHORS SHALL BE IN ALLOWABLE STRESS FOR WIND LOADS WAS Ra USED IN THEIR ANALYSIS A DURATION FACTOR C0=1.60 WAS USED FOR LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON N07ES IN VERIFICATION OF FASTENERS IN WOOD. B.i)AND B.2)ABOVE.. (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDA7TON5 AND SPECIFICATIONS OF THE ANCHOR'S STORM PANED 5 ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF MANUFACTURER. THE ABOVE MENTIONED CODE AS PER AR REPORTS 8 0121.01-98R,IF 0329.01-00,10525.01-00 AND 10512.01-03 AND (06/7.02-04,AS PER SSID 12-99 STANDARD,ANO'®0221.01-01 PER TAS 201. 202&203. 7.PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLARON DETAILS SHOWN ON SECTIONS 1 THRU 8(SHEET 3&4 OF 2.ALL ALUMINUM SHEET METAL PANELS SHILL HAVE 5052-HJ2 OR J004-H34 ALLOY. 9)ExcEPT THAT HEADERS J, 4&5 SHALL NOT BE USED. J.ALL ALUMINUM EXTRUSIONS WU BE ALUMINUM ASST IATION 6063-T6 ALLOY de TEMPER UNLESS OTHERWISE NOIEO. 8.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE STORM PANEL COMPONENTS 14 STUDDED PLATE AND US SNAP CAP ARE PATENT PENDING. ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE-BLOCK OR MOD FRAME BUILDINGS 4.ALL SCREWS 70 BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 9. 771E INSTALLATION CONTRACTOR IS TO SEAL/CAULX ALL SHUTTER COMPONEw EDGES WHICH REMAIN W CONRNUOUS CONTACT WITH THE 50018 W/50 ksl YIELD S7RENG7H AND 90 ksi TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION BUILDING TO PREVfA?W1N0 RAIN INTRUSION. CAUGK AND SEAL SHUTTER]RACKS ALL AROU 2411.J.3.4. / ND FULL LEN[7N. 5.BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR MI 304 SERIES STAINLESS STEEL, WITH 35 ksi MINIMUM.YIELD STRENGTH. 10. (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 DEVIA7E FROM THE P.E.D. A 6.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) (0)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, (A)TO IXISDNC POURED CONCRETE- BASED ON THIS P.ED. FRONDED HE/SHE GOES NOT DEVIATE FROM THE CONOMONS DETAILED ON THIS DOCUMENT: - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY L7.W. BUILDEX. CON57RUCT70N SAFETY AT SITE is THE CONI7RACTORS RESPONSIBILITY - 1/4'0 CF TAP-GRIP ANCHORS(BERTHA SND-CON),AS MANUFACTURED BY TRU-FAST CORPORATION. (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS - 1/4"0 ZWAC AWLIN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. - 1/4"0 x 7/8'CALK-IN ANCHORS OR ELCO male&female 'PANECMATE'AS MANUFACTURED (d)SITE SPECIFIC PROUECIS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCH17ECT WHICH WILL BECOME THE BY POWER FASTENERS, INC.AND Elco CONSTRUCTION PRODUCTS, RESPECTIVELY. ENGINEER OF RECORD(E.O.R.)FOR THE PRLUECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. - 1/4'0 x 3/4"ALL POINTS SOLID-SED ANCHORS AS 0/57RIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. ENGINEER OF RECORD,AC77NG AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER, SHALL SUBMR TO 7HIS LA77ER THE SITE SPECIFIC DRAWINGS FOR REVIEW. NOTES: (e)THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT -A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 J/4;•FOR ZAUAC AMIN ANCHORS IS 1 3/8'• PREPARED IT. FOR ELCO PANELMATE ANCHORS IS 1 3/4'AND FOR CF TAP-GRIP ANCHORS IS 1 114: 11.SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON.A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE W17H A2) 7/8'CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SECTION 1710.8.7 OF FLORIDA BUILDING CODE ONE LABEL.SHALL BE PLACED FOR EVERY OPENING. SHAG.BE PERMITTED. 1/40-20 SCREWS USED.SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO DOST,AND 1LABELING TO COMPLY WITH SEC77ON 1710.8.2 OF THE FLORIDA BUILDING CODE MINIMUM FOR WALLS WI7H NO STUCCO. A.J)MINIMUM EMBEDMENT OF 1/40 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EuBEOMEM INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 as. MACHINE SCREW USED SFIALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO DUST;AND I'MINIMUM FOR WALLS WITH NO STUCCO. A4)IN C 5E THAT PRECAST STONE PRECAST CONCRETE PANELS OR PAVERS BE FOUND ON THE IXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELa ANCHORAGE SHALL BE AS INDICATED ON NOTES A 1)&A2)ABOVE THIS DRAWING SHALL ONLY BE USED TO (B)TO EXISTING CONCRETE BLOCK WALL OBTAIN PERM?S IN THE STATE OF FLORIDA - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY T.T.W. BUILDDL 114'0 CF TAP-GRIP ANCHORS(BERTHA SND-CON),AS MANUFACTURED BY TRU-FAST CORPORATION. 1 4'0 ZAMAC NAIUN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. 1% L�)ffff7j - 1/4'0 x 7/8'C1LK-IN ANCHORS OR ELCO male&female 'PANEUW7E'AS MANUFACTURED BY POWER FASTENERS, INC.AND ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY. ya?:••'' ENS ' '9�s - 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW. BOLT&SPECIALTY COMPANY. F FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Ione) - 1/4"0 RED HEAD DYNA80LT SLEEVE ANCHORS AS MANUFACTURED BY I.T.W.BUILDER C7 No.44167 A 1 1` `t't 11 02015 rultxo,W. 0.050'. BERTHA ALUMINUM STORM PANEL F.R.L. s (2.25' DEEP) DRAWN BX EASTERN METAL SUPPLY, INC 6J/141I5 .r`l�o'[[•.., L aJ- I L E C O�IJ C. 4266 WEST RaWS DMT •�✓6/A�Cs % •,•C�\v;\ NC3fNOI`xNFERINGCO�PA�N6 109-620 A.Y.•(61)641-1718 15-044 nn `r v aw. rn, PHONE 55I FflllllJlIACH.FL 33407 Ojit iA SlSY\'t, mes:L� EBI-0006719E IsfI ar.x. mm av mr m.w u¢ 0 No WALTER A DLUT Jr.P.E: ae rI-ru IA SHEET 1 OF I4 F10R10A U. 44/67 WIN a845- o 'u"r. TI"- 0.250• 14.e4s•(rosaWINSe4s'(rDTAL W1a7H) I r 72000•(&TW71•£Wmw) j r-V OOO-(&TOME WM7N)-1 � ry �' .125• 1000TA70• i70 F.500' I:500' 4.500' fS00- A". 1.500' 1.500• R/TS + Ar ArwrA®c f07) I rz As AAS(001 •!s 7tzs0' T n 11 �, .103• .las- Rasa' .075 ' " N � �• m ry h i•Rry y .123" R.200' ;t' ^I n 075' n g H R.725' 8S f � � I � rin o N N � .075• ry fOIL a. 2IT3' #-J.B91• 2105' 2 -1 125- h .073" ••`i 2050' 2.59I' Q FULL ALUMINUM PANEL W/HEMMED EDGES (eIHALF ALUM/NUM PANEL W/HEMMED EDGES 2250• `U'HEADER 259/- O:JIM'-1. 15.119'(TOTAL WOW) 9.119•(TOTAL WIDTH) O3 'hHEADER 04 3' Max. 'U'BUILD OUT t- 12000'(EEFEc7NE'MiDlx) rG000'(EFFEC!!l£WIDTH)-I SGUF:ale--I• 55/15:4/6•-1' .190- kj 1.5W A500' 1.500• A500' 1.500- 1.500• 1.500' .214• 4.500' ~ ®1 AP-.0 TOW I 12 AS APWCIHF(ow n c . ggIBB a '7 n h a �. �M1 • •• .171 R.062.' _0�• I.950" ' I .091' .o9D ® REVERSED F-ANGLE ORAL ALUMINUM PANEL W/O HEMMED EDGES ®HALF ALUMINUM PANEL W/O HEMMEDEDGES Y Ja4• TRACK smE.J/e"-r- J.000•U- m STORM PANEL Q7 3 8' 3 4-B. O. r�eB4 ® 3`ANGLE BUILD OUT 'F' TRACK 'F' TRACK aI-.094' BRACKET scue:J/e.r swe:J/s'-' scar:J/e-r 4-y, .750• W1.S S SNO m¢LK/Q ELLE G•O -i{� • ATOWYE r lml� ) L (I 4�`� 11 fEG LOGTNW� LEG LorAlm ALTEIMIE FkAlz 125T�I = 90 F' TRACK ANGLE .aSJ•-I -I. + Am- ^ n I + 4.750• �, 5YAlr:J/6•-I• G--------------- I I1 .1875 5000- FT 1- •OR.060' ,�.e IIS 0 104 SWIES MIED _..050' 9 S.S SNO R7ID TO 17 2ir5'(MAXJxifB` SRACMS DETAIL 1: s7uD W1 aE carr ziNc Eccr G p Each�� 11 2'x 5'(Max.) x .125'ANGLE AN°xrowN° ANGLE WITH STUD NICKEL PLATED WING NUT scNr -' - rkr Jam•-r• OPTION f OP770N 12 KEY HOLE AT PANEL AJrr IEai .17 225. 114'0 JO4 �j ISVW3S5 .786• ��- R , 2062-SRD RNEIEO L.6� 7� 012''o G (J)518'01fIXf5 -I- .a&r � 2000- -I' u ar TOP uNE . •f 2760-813' Ate. Ence c•© TI- •09J' - 10 STUDDED ANGLE --- gJ2g� Tw. 2lea• r_Ts,..aas• .471" RI928• 0�Ki5 -/uDr 1.ns TYP © KEY HOLE WASHER 12A ROUND HOLE AT PANEL (2)5118•HOLES .179 nal-xis,AN Au l \ Ar BOTTOM ME �- -ME:J"e-r - OP770N TO f2 a --- SCREWFW r�NE1 - ©STUDDED PLATE ` \L\it- suEw rAFrnNs ti\\a\' "' �°y�P�� " ��F�j�'6y FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) J/16•-�� ^ ti-��E^Jd�;•••v�'y- 02005 mntn,ma 0.050"BER7HA ALUMINUM STORM PANEL P.R.0 (2.25"DEEP) aRAWr1 ar " ND 4q = IE EASTERN METAL SUPPLY, INC E • '}}1 I�. CO INC.1 N C. 4268 WEST ROAOS ORNE . NEST PAW BFACN.FL.33407 16 JA6 x7 xf.[ LONG WALL PLATE �(' /( Ty;n1+C^ 77LLTT TESTwo&ENGTNEERINO cONPANY 1$-OQQ swe J/le--T' ��r G ��'U r� ���•• �Nvr ou (.mlaTwi-i�.�(�T ISTi I� PHONE.(561)209-B26y FAX(56t)641-1716�O•• •'�,•C'� E8-0006719 '�''w am�m� m:w amnu Girt DRAWING No -�lA7jl// ,rJ��'c1.1��•\\\� WAL7ER A.D(UT Jr. SHEET IA OF 14 44167 T� n9ii TOP 7NACK (SEE COMPONENTS, SHEET JA OF 9) �33 CONCRETE ANCHORS (SEE SCHEDULE) �qq A7ax• Max. i Min. i�Min1 0 0 0 0 0 0 _r_-___r_r_r_r__r_r_r_r___r_r_r� 1 1 I I 1 1 I I I I 1 1 I I I I I I 1 1 I I I I I t 1 1 I I I I I I I I 1 I I I I 1 1 h W M �U' l 0 1 w J 7YP• IQ Z W ti C� A A w J 2 a II J CONCRETE ANCHORS (SEE SCHEDULE) 3" MOX. 1 Min. Mox. I Min. BOTTOM MCK STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS, SHEET JA) SCALE: 1/B"= 1' 1/4"Max. GAP 1/4"Max. GAP r 7YP. yl/��,, �,,`�\. .• C, T>'> FLORIDA BUILDING CODE (Non High Velocity Nurricone Zone) d9', 0201B nLT=INa 0.050"BERTHA ALUMINUM STORM PANEL F:R.L F ? (2.25" DEEP) GRAM BY...- No.44167 -12411s w: EASTERN METAL SUPPLY, INC DAM SECTION A—A * I L ECO INC. ,2Ge WEST RG,0.5 OR XE .` TILLIT TESnNG 4 ENGINEERNG CONPANT WEST PAW BFACIA FL M407 FA15-044 SCALE: 1/B"= 1" IC 1. L4: risf x.0..wn n,sr..��mml Gwcnr£n.ulaa PNGNE•(981)20.4-826; X:(5611/-1716 `` f�•, `�`,$ Fn".•:(wsn le7wflw,bn-ISFI Ivr.w. aa®nax uu a�, au[ DRAWING No OI,yv,'� WALW?a4[1�9�r6i 0.o rr-a! n + SHaT 2 GF 14 F /1117i111111��� TAPWFFSs LMAC NWA RED NEVI TAPWn 7AWC NMIN.RM N61O , TAPWNS•2AWC NUDN RID NEVI OnM9CU.CF 7M-6w,C!-W 64 __ 0 Cont T,CF TM-CR1P,CU/h/N QT ESLD MYF/T&YVL P.WnMIF WW NU LL RED SO -U7,Li, fl iE1GlF AAHQMAfE ROD [T,CF TM-ERS:CII TE OR OD . "� tlMFJ fEMIE PMEIALAE \ yl AH[110R5 LF TAP-GRP,GIX-AI OR ) ( MULE rwl SPACNG) (SE SCIEDLYE Poe SPALINC) amMVr/fnwF P.WEUufE (SEE SCHEDULE rue svAvxc 4 cont <Cont. g ANLWo45(SEE SCHIDUlE fop II I POURED POURED CONCRETE CONCRETE -AG POURED POURED POURED REQUIRE D NNNr�i �U/ CONCRETE REQUIRED q 2N REOURED o y o I3 Cant. W I I I 1'MINIMUM SEP RJ 1'MINIMUM 1'MINIMUM 7 1 I �a SEPAM77ON TO I SEPARATION 1D I I CLASS I a 5(I'MINIMUM ib I MTION ... GLASS I 1 1 CLASS RR GIASS r.1Y T 1/4'0-20 r 314' I ' W BOLTS W/7/B x y I V 4 WING NUT A '/ C.— I T g ✓�04L7 0-2 /B 4' ®B'2x 0 12"WINC NUT I I 1 ' 1 4 J/J2"W/NC NUI'O I �+ 2 I "Jc- I / y f0 C-L I I O I POURED c ci W I dci QRCRETE CONCREETE WW POURED W ORPOURIDBLOCK WALL BLOCK.WALL CONCONCRETEREOU/AED REQUIRED OR CONGTEBLOCK WAOR LLCont.. RfOUIRID REQUIRED o %4POLYP 501/O�J, TAPCONS,7AWC HWIAY,IdDYIWNUT 0 12 0. C Z49 C RMA{RID IIEWD Dni16ttI. DM49 ,,CF TM-MY.fAl/(-IN 0R DMWOL TAnONS ICF T f—.RV REDCF TAP-GRP•ollxR/w am M[F/rTAWIE AANBMATE DYNIBTtT,GF TM-C/dP•G[X-W M TAPCO/!£LUNC NVLD/.REDnro.MIE,APE1l4LE PAYEVlIlE D Cont ANCKIRS =InU lE/fEW4LE PANEIMMEMN48OLT,CF TAP�,Y7lP CALK-M OR 11 CO^t ANCHORS(SEE SLOMIUE FOR SPACNC) (SE SCREDUIE FOR SPACAG) (ME'SP E FOR SPACP.L') AMJ10�PFMA(£PNIEiANrE (SEE 5C0DUIE MR SAACAO) SECTION®ANCHOR WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECTION 2 SCVLE;J/B•-I' SECTION 3 SCALE:J/B'- 1- SECTION 4 ScAIE:Jae•- T- /g 1'MINIMUM 6 12'0./C"WING NUT i SEPA�S 70 i T E.O._ (SEE � STANCE B OU ON �CGO) I / I _ II W // NOTE FOR COMBINATION OF SECTIONS I � 90LT5 W�07/B!x y POURED w I i J/T2'W1NG NUT® WALL/FLOOR/CUUNG MOUNTING SECTIONS CAN BE IN I v OR CONCRETE 12 O.C COMBINED/N ANY WAY TO SUR ANY INSTALLATION S BLOCK WALL BLOCCONCRETE � REQUIRED REQUIRED �o �U/•t.-�P••I�--D'/e w p D Cunt ff"A W. PA CALK- ``O�o�`,`�'\�RfA`AAA/ ` AWAOM4WM � \,. IT.,C•///J' .� FLORIDA BUILDING CODE (Non Nlgh Velocity Hurricane Zone) SEC77ON 0-STUo V v (�SnRDwE rEw�^L�GJ �-� NS's.'•.•;o s emis ntTEm n+e. 0.050"BERTHA ALUMINUM STORM PANEL r.R.c (2.25".DEEP) DRAWN BY: WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION = G1/2411s SECT/ON 1 SCArF:J/B _,• SECTION 2A sraLE:J/e•_ ,• '�'• "' J EASTERN METAL SUPPLY, INC y,.Sy., Q , I L ECO N C. 4268 WEST R0406 DRIVE ()'. I Ct Q TILLIT TESTING h ENGINEERINO COMPANY WEST P'V'll BUCIL n-JJrD7 15-044 T �Q ' !(y �^ 6n1 RrI..uM STn.W;HRArtIGa�rT�n illbe ANaYE(561)209-626).TAX-(561)641-1716 N�7 :DETAIL OF SECTION O STUD VAUD ALSO FOR ••••, F� , WALL MOUNTING INSTALLATION-SECTION 2(TOP) eF 4 ,1 �'°°(•� r-ISTD.r:(xm r-I�Tr e}S q�/� 6 IV.'� S� Ee-0008719 °m^�+ u•+x omanw wr ORAINNC No IYE1(�•k `y'155'•Y WFLORf04A A1I4N 44167 Iw utn 11-za I~ SNETJ OF if •r r IFA.!. ' rAPGT7feL TAWC 1ll4IN rAPCGVX PULL-1N OR ELOO 7/B'0 WING NUT ONLY 10 Cant nNALE PANONME AhVHCkW TAPLONS;GtOf-W OR aco uw APPLII:IBLE AT 6 TAP-GRP,rN.Y- (STILL£PANELW JE AWIMS �� /fElulE 1/4'P-20 S S MACHINE (�SCHERW FON SPAc , E 0. (SEE SC1IEDufE FOR SPALYRO) E D. MALE PANQAIATE(TTV.) PANEIAu7'E'AHG/WRS BOLT W/NUT&WASHER E.D (SE SCIfEDUI£(OR ®12•°.C �}IT-- CAL.K-1N,ALL 1'°1NT5 SOCIO-SET°R SPACIAL) -- g I QCO MACF/fEANLE PANL7IUOE ANCHORS = I I h r M7n. PDURm coxcRETE I I 1 1 I I REOLI/Rm 1 POURER)CONCRETE (SEE SCHEDULE FOR SPACING) �'- I amLRRm POURED \ \ I I CONCRE RLLU/REDTE c o POURED c I CONCRETE i I N Z Fill., y'� ALTERNATE OR CONCRETE WW ry LEG LOG177ON I BLOCK WALLS —SO Cont9 Cont RfpU/Rm III Ny 1'M7N/NUM III —O =�i ;�"CNG NUT B 1I I T wW fI AgMA TOSEPARATION TO GLASS SPJ 1'MINIMUM I I W GLASS I SEPARABON 70 I I I I I o GLASS 132.r-z0 OLI /7/x 8J/x -T T0CNG NUI 40 a r IIIII IUTOx 12/32O.C. B x 1 RG _ !/4' /7LEGL RON /e BOLTS JI'KING NUr0 C-1. o ? ax POURED CONCRETE W° °�� Wa J/ BLOCK POouo E OR coCREE ConL REQUIRED a IIII1III IIII T BLOCK WALL 1 E—— - REONRm !•Min CALL(-1N,ALL PO1Nl5 SOLID-SET OR 1•ar. FOURm CaVrROF I r'DOD pplpm%yC E' 1• 1• QCo MALF,/FUAALE PANEL HATE ANCHORS h REOM69 I I xEOtnREO 1 I (SEE SCHEDULE FOR SPACING) iM7oNS,zuwc NAKA; RED xrAo ALT 0-20 S.S MACHINEER 1,V.V-X75(SOCK OYL77 6 Ct"-C.� BOLT W/NUI&WASHER TAPIS'LE rALMy OR ETLYI FIRMLE rALK-1N OR E1C0 lI4LE/ P..1'OR ELCO AIUF/FEIIAIE OI 12"O.C. /Flue!PASE7MlTE ANCHORS E D. fEVAfE PANBAGT£ANCH0/5 E D. PA4ELWTE ANLMORS 11 COnL (SEE SafWULE FOR SPACING) (SEE SCHEDULE(OR SPACING)- (SEE'SWOW FOR.SFAC ) BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION•(D. M.) — SECTION 5 srALE:J/8-a 1 INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION.8 SCALE:J/6"- I' SCALE:3/8'- 1' SCALE:3/8'= 1' •SCRE%5 USED AT ANCHORS MAY BE 1/4%-20 SIDE I'M/NIANN j / WA TRUSS HEAD BOLT B&OL®/®oR T/40-z0 SF SEPAR47ION TO V' _ CLASS SIDEI NFAD MACH C Ell'W//LFNGIN AS PER NOTES A2 &B.2(SHFET 1). . I 1/4'0-20 x 3 4* E O.= EDGE O STANCE TRUSS_ g C-L BOLTS W/ NL SHEET 6H&7)F ON MACHWE SCREW BW/LENGTH AS0175 ARE ePER NOTES A118"THICK z& 123°.CNC NUI® ) LL2(SHEET 1) I 1.000 I II 1.000 NOTE FOR COMBINATION OF SECTIONS: 1 5 I I I WALL/FLO°R/CEILING MOUN77NG SEC77ONS Ci14 BE ``5111�Lt11111� ��AlFF(ryi TAPMW%GLC-V OR QCO UW. E A COMBINED IN ANY WAY TO SUIT ANY IWAL1ARON. \\\�� ....., IT•s'i7 FLORIDA BUILDING CODE (Non Hlgh Velocity NurrlcanR Zona) (�amur FOR ) �.�\Q'�,. ''GENS •.�'�. 02015 nLiECO,IAO: 0.050"BERTHA ALUMINUM STORM PANEL F.R.L POURED CONCRETE Sa: \\ F (2.25" DEEP) oRAwx er REQUIRED 05124//9 FLOOR MOUNTING INSTALLATION - C/� EASTERN METAL SUPPLY, INC 1147E. ' y I L `C O 1 N c. a2se WLSr Ra°s ARIW W6f PAW f7EAe]t�FL 31407 — SECTION SA SCALE:J 8"=1' PHONE(561)109-82&7.FAY:(56I)HI1-1716 / �. TA{•�'I� TlII.LKTMT-TIxGd ENCtHINVGmCORP�HYS 15-044 Marr 1)Hr (�7t8�8715(30. '-ISE' P®nxw Yol p T^ a®rw a'rt 017AITINC Na e F� "`,r.•'��C\\�� WAL7FRA RLLR Jr.P.E. m'I-m SHEET 4 OF 14 FLORIDA L)e. 441fi7 POURED CONCRETE I� POURED CONCRETE CONCRETE BLOCK WALL II OR YAMES.1 CONCRETE BLOCK WALL REQUIRED \ m— U I •�• REONRED / POURED CONCRETE OR 2"x J'x.093"3105 H-14 OR �A POURED Q CONCRETE BLOCK WnH A 6 ALLOY 12 Alum.ANGIE� CONCRETE OR WALL REWIRED WON ANCHORS O I2"0.G / WALL REQUCONCREIF RED BLOCK II CONCRETE 2.SOD"Min. oa ANCHORS 2.500 A o O 12'O.r- M'n. g LONCRUF I/4'r.AP ANCHORSy O 12"O.C. VARIESIV L �I REQUIRED ALWAYS F OR®ORO 1.000" h oII OR O OR®ORO 2-x 2•x A55" ALTEANA7E IED LOC4170N 2'.4'X.125' 0 2-Mae. h 2'x JIDS-H14'OR 606J-76 ALLOY �� 70 5'x.0.55'Cant.Alum.ANLL£OR ' Cant.Alum.ANGLE OR .080'3105-HI54 SHEET METAL Al- 114'f lum. 1/4"O BOLT 4'x x.072" BENZ PLATE O 24'O. C. J105-H11 19 OR 6063-76 ALLOY ' W/JACKNUI' Conl Al—ANGLE CASE A�Plan� SCALE.- 1/4'= r CASE B (Plan) CASE C (Plan) CASE D (Plan) SCAM 1/4'- 7" SCALE. 1/4"- 1" END CLOSURES DETAILS SCALE. 1/4"= 1" MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" POURED CONOR CRETE SCHEDULE FOR A GIVEN PANEL SYSTEM BLOCK WALL ow POSRION+) POURED CONCREIso TE REQUIRED. OR CONCRETE BLOCK (REO D) TAPCON ANCHORS OR WALL REQUIRED WAXLQUW W.PANEL L04M ALL POINT SOLID-IS-PACIM) ASO.DESIGN L(ft.) (SEE SCHEDULE F (1�PRESSURE R477NG ♦ REMAIN CLOSED AT N NHURRICANE CONDITIONSMOUNRNQW/ MOUNRNC W/ WALL MOUNnJ,��G W/' FAOERCOMPONENTg&© C +3ao, -JC.O 1'MWWUM +30.0, -35.0tu 72'-17" 17'MINIM I 1 70GLASS �I SEPARLASS +35.0, -40.0 T2'-0" 12'-0" 12'-0' I 10 t GA � 7/B'x 3/32' NG NUT O 1 +40.0, -45.0 71'-2" 11'-2" !1'-2" I d EA 7/ D CONE y POURED CASE E (Plan) +45.0, -50.0 10'-7' 10'-4" 10'-7' k CONCRETE O CONCRETE C BLOCK WALL SCALE +50.0, -55.0 70'-O' 9'-4" 10'-0' /W � REQUIRED .I EDM .ORUCONCREM BL / SECTION ® STUD I (OPEN POSTIION+) +ss.a, -60.0 9'-7• 8'-s' 9'-7' WALL REQUIRED TYP. TOP/BOTTOM +60.0, -65.0 9'-2' 7-g' 9'-2' TAPCON ANCHORS OR ALL POINT SOLID-SEr LONE (SEE SCHEDULE FOR SPACING) (OPEN PO9710N+) +ss.o, -70.0 a-9' 7'-2' 6'-9' WALL MOUNTING INST.A ` 11Yh�lNIT``''%. +70.0, -75.0 8'-6' 6'-B' 8'-6' .���•• '^^•.'/9`'�� FLORIDA BUILDING CODE (Non High Velocity Hu one Zone) SECTION 9,-Qv,•''�CLy$F 02015 77L7ECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL r.R.L +75.0, -80.0 8'-2" 6'-J' 8'-2" SCALE: 3/8"= r (2.25" DEEP) DRAWN e r` _ 4j87 '• NO MINIMUM PANEL LENGTH IS J'-o' „ ��• EASTERN METAL SUPPLY, INC °'/oAie15 .• -.-/ ' L ECO,N C- 4268 WEST ROADS ORIYE WEST PAUL BEACH.FL M407 TILLIT TESTING x ENGINEERING COMPANY 15-044 PHDNE:(56f)209-82&T,FAX:(587)841-1716 Fi S�\•,.''�7`\• Poon,:(J6lp7l-rSW.Fmr:(JIXI,b71-1lJI _ _ EB-0006719 eadn>o+ ORA{NNG No '�e�}I���(�jiy\�•CL•�\\\\ WALTERA DLLIIlµ an 11-m n/r a� yLEF750F 14 \\ ftORldl Lia 44767 .i1 t i ltt• -- . ��. . •.r sem.• .i 1 Trus SCIEDDIF WAC4=F=MIZED ANCHOR;PAL 6 MAXIMUM A.S.D. DESIGN PRESSURE RATING (�2s f) AND CORRESPONDING MWMUM ANCHOR FDR A GNEN ASA DE%W LOW AAD aN DMUST BE vrPANEL LETDIH. MHEMNsa ELINORTM DWEL LET,OIN FOR A 60tH E. D. =EDGE DISTANCE AEs1am LRR/En As PLR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES SaI DE ON a4,) A — E8IOMUM UMMUM ANCHORS SPACWG FOR E.D.-3 1/2• S .• AO. APPUC-0B�TO MQ9RN u4mum MAYIMUM ANCHORS SPACWG FOR E D.-J 112- DESIGN TAPCONS lA.WC NNON/ CALK-IN SOLID-SET PM/ELIf4TE5 CF LAP-GRIP f / SECTIONS & PANEL PRESSURE RED NO.Dr11ABOLT SECnONS & PANEL DESIGN ZAMAC MANN TAPCONB 01f�Y-W 8000-SET PrWEWA1F5 LF TAP-GRIP (pMBRNnO fENC1N RAnNC COMBWAnO (ENGIN PRESSURE RED HD.DYN9B0LT (P.-I.) ro TD ro ro ro ro ro 7o TO ro ro ro OF 7HFAH 2•(R) (P. ) ro to ro ro ro TG ro ro ro ro ro ro OF 7f1flV •L'(N). CcNLRETE MASDNRY CONCRETE MASONRY COAMW M4SAYRY Coln? 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(WHOLE) r/a'Im-2o x 1'ssMs. {' w/7/B'm:'KT-_ I I I I WING NUT O I2 O.C I 1— I I B 1 471ANEL211 INTERIORLY REMOVABLE I Q t/4'd-20 x I"S.SM&.:: WING NUT® 12 O.C.:: . SIDEWBOLTS (SEE DETAILS I 1 I I 2/7 2 14) CONNECTED I I TO 1()b THRU CONCRETE I I I 1 : : � I I 1 518-i HOLES AT®9 OR CONCRETE i I POURm {.':. .':.:':':7.'.':':.:.'1'. (• BLOCK WALL o —.'.� .. FASTENED AT REAR REQUIRED w I CONCRETE I I Ll $ — — W/7/8 OxJ/J2" I L�wALL c j WING NUT 9 EVERY I REGmnm m I I 2' SIDEWALK BOLT. I I OR OO OR CONCRETE ANCHORS I I 148/6, 14A/6, (SEE SCHED —f _ [015 15,16A/7 CONCRETE ANCHORS an — '�' J' CONCRETE ANCHORS(SEE SCHEDULE)- 3• Cant (sFt'SCHEDULE) O/ Max. Max. INTDULIRLY REMOVABLE PANEL 1 W 7 Min. 1 Min. Cone sCON" ect�•(y'FE�OU/20 HOLES AT�6 6 6.O.0&FASTENED SECTION 1OA SECTION 1 OB AT Raw W'0 EV Rxr SID K BOLNG T. INTERIORLY REMOVABLE STORM PANEL WALL MOUNTING INSTALLATIONS PARTIAL ELEVATION Y SECTIONS 10 SCALE: 1/8'= 1" SCALE:J/B'- I' INSTALLATIONS VALID FOR PANELS C1 USED JOINTLY "��1TIJRIFF'' ,A WITH INTERIORLY EMOVABLE PANELS Q; SE FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) i 02015 TnTEM..INC, 0.050" BERTHA ALUMINUM STORM PANEL AITL (2.25" DEEP) ORAwN sY. EASTERN METAL SUPPLY, INC aTE 1 L ECO x C. 4268 WEST ROADS ORNE / nLLIT TE87ING X ENGINEERING COMPANY WEsr vAw eEaa4 FL 53.07 15-044 y �f _ '4Tv ate'` aBS N.v,a&S ssrr..sb..ms iRva cwODA n T m PHONE(561)209-826J.FAX,(561)841-1716 ��F,n�•........ . .. (aun6TEH�0006719(.T65}e)1-151. —.1 MMPI — .e — wa DRAWNG No WALTEROA RLUT Jr.P.E. a~ SHEET B OF M FFHii111:??111t5�" FLORIDA Lic. 411 B7 CONCRETE ANCHORS CONCRETE ANCHORS CONCRETE ANCHORS E 0. CONCRETE ANCHORS E D. (SEE SrXIDULE) E p, (SEE SCHEDULE) (SEE SCHEDULE) (SEE SCHEDULE) E.0. POURED POURED REQUIRED '!E0.POURED CONCRETEI EO. REQUIRED POURED REtE ED, I I E0. REONRA E0. 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THRU KEY MOLE W/1/1'-20 Mll AT arm. 1 _ ' 7501®/J2 "' INSTALLATIONS VALID FOR PANELS n USED JOINTLY WITH INTERIORLY REMOVABLE PANELS n I 8 a _ � I I ;��i'•lii ��AA � t LOR/DA BUILD/NG CODE (Non High Velocity Hurricane Zone) E.D..-EDGE DISTANCE F 02015 TILT=,INC. 0.050" BERTHAZ?b Ml p�P STORM PANEL F.R.L. ) a x+wN er I I fa�uLij N 03124115 1975• I _ ` - EASTERN METAL SUPPLY, INC a4m .050• 1/s-HoLE a 6.Or NOTE FOR COMBINARON OF SECDONS: •• L�4' I L E C O I N C. 1268 WEST ROADS DRIVE �'•• •.• WEST PAW BFAClL 2 J3I07 DETAIL 1 - INSTALLA7/0N OF ! 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ANCHOR TWE ANCN�OR (NOTE Arm.E.a N'FOR CALK- ANCHORS 6 2 1 FOR M.OPMADON TO BE POSTBLE Roo= .)NG OBTAINED LCSWG MGM SFNLL Nor BE {10 SS 7APE17N,ZALNC NAILING, LESS 7MW MINIMUM SPArWG MOC47ED FOR FAC/!ANCHOR TYPE AT ANCHDRS LEGEND. JD' FACTOR CF TAP-CRR.PAAa WTE OR PANFLAWTE PWS - 25" L71LAL E a A£GYttAR TN N d• 2AMV 1{411fi4 CREW-Al"SS4 rdtX-A1 5LY1D=SeT TAF-GW 410 5;5 TATSON PANELLIATE OR PANELLW7E.PL(1S f_4LK-!N SOLID-SET J.5` .86 .75 .78 1.Go .. 2 112' - ,71 .5o - ,BO CRETE FLEX SS4 6.0' REwiAR TAP=N BLocrr 4.0' 1 112' 0.75 _ REGULAR TAPCON M CONCRETE J.0' F \t iY j p hd7jt t �1F ANN ..�.... FLORIDA BUILDING CODE (Non Hlgh Velocity Hurricane Zone) 01015 RLTRA INC. 0.050"BERTHA ALUMINUM STORM PANEL rxc (2.25" DEEP) DRAWN BY; EASTERN METAL SUPPLY, INC D9/�2JTE/:6 Y' ! 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Cont o I C-L 1 HEWER0 _ ! 3 I IJ--1._l-+•c.• I m �"(_I+ .• WOOD HEADER m RREQURED I mm REO R I mm R R I 1 REQUIRED.WOOD � I REQUIRED I 7 I p I ^G SEPAR9AON TOI L•7,yowu I i SEPAR na N---- I W 2 Z CLASS I SEPARATIONTO CLASS } V ALTERNATIVE 1 GLASS ' r/4'O x J1i"RW '2y W HU!6sCREWS Tj4'b x J/4' 6 BtBLDEX A 6.,aO.C.. I � 6 SCREWS a " i'A6NLMLIM 1 Y"MWlMfIM } Ij4'/-20 x �} 1 } a 6EPARA710N 7t7 I ri SEPARATION TO BOLT Wr GS L_J?' I o•' RSOO' I 4 GLAss I ¢ CLASS I r/6 e x 1172' I �: I r/B•r x I G wING NUT 0 R I 714'C-2a x A J. I /J? W1 3� } 7/B'II x u EVERY SND® Mm. 500 LTOLT W/ n. S00' - MUT At.E7ry I WING >` Jz'O.a - n. 716'a x J/JZ'° } STUD 9 rz-a.� of (�.�I Nor O EVERY t_J:;`•,.:•: } STUD 072'D.C. I 'I EV RY�o® cant i !14'0-20:Jr4' HO£iS W/7/8 x O Cont D D J/32'WING Nur®l_ 0 7 Cont 114'M-20 S.S. �REII a 12 O.G EO ( W B 4' C N J HOL75®12"D.C. . s-OUa� 10 cont � TA Lbnt. / 50O' L c ConE W/Nta R WASHER 1 4'�LAG SCLTf3YS L7 l 4%UG SCREWS 6 6• l - 1'x 4•x.715'(Min.) _ 6"O.G W1 r 112•Al, 2' 'P 1 4'Q LAO SCREWS ®6' O.C.W/i 1/2'Min. 1y000 STUD 6DL-'TS Aurm.TOH£(Cont.) 1•x 4'x.125"(Min.) 7NRFAD£0 PENETRATION UIR O.C.W/1 1/2'Nin 2' •P mREA0E0 PENEM77ON® 0 24 O.-A ,5tb' o. 606J-15 Atnm.7tJ8£(Cont.) A 8 MWPROm thy PLATE 7l/READEO PINEM0DN O U!R ;s AUDW70m OF PUTS REUUI M!a 2) 1/4'0 IAC SCREWS 6T 'meq 'Y btR1WLDm OF PUTS St UO{MlQIYlOm OF (1 114•P UC SCREWS a STUD,2"Ub.NOM AND FArR S7U0{Mt0'M0711 OF !ED STUD.2' Ri DZ{7 AND Wf E Mln.G STUDE0 P£NE7RARON W/2'Min.mREA0E7)PL7VET21TION LNTO aamNG STUD. WTO EAISUNG STUD. ALTERNATIVE 2 ALTERNATIVE 4 ALTERNATIVE.5 ALTERNATIVE 6 ALTERNATIVE 7 WALL MOUNTING INSTALLATIONS INSTALLATION DETAILS ON 1" I 1 SECTIONS A SOLE:1/4•-1" EXISTING WOOD BUILDINGS SEPARATION TD CLASS %°'°y11�T �1 '0_20x JfX' ...L}1✓ ' ROLis W1 7j6 WNOTES: 3/32• ING NUT L7 n—n 12"0.6 1. INSTAUA77ONS ARE ONLY VALID FOR AIAX.A.S.D. DESIGN PRESSURE «. :• ,.�,/ 1 � R477NG UP TO +65.0, -72.0 psT AND PANEL'S LENGTHS UP TO 9'-0' w J 2. FOR WOOD FRAME CONSZUC77ON: W000 MEMBERS TO BE 'i•n C'F„ w 7 cont. SOUTHERN PINE No. 2, W/SPECIRC DENSITY OF 0.55 OR EQUAL. %As�f'•AOR 0 •:�„�� f 4%LAC SCREWS B 6' JJ ° O.a W/1 1/Z'Min. //Ht1t11111j5°° 2- + �WOTH F PLAX. ° -- FLORIDA BUtLOtNG COPE {Hon High Velocity Hurricane Zone) ' umWlom OF PUTS NOTE FOR COMBINA71ON OF SECTIONS: 020t5 7XIEC0.INa 0.050" BERTHA ALUMINUM STORM PANEL ra.L WALL MOUNPNG SECTIONS CAN BE COMBINED (225" DEEP) DRAWN Or ALTERNATIVE' IN ANY WAY TO SUIT ANY INSTAUATION. 05/24/15 EASTERN METAL SUPPLY, INC DAT$ 4266 WEST RG40S DRIVE Z77 ���LIT TFSTIM h ENGINEERING COMPANY WOT PALM BEWt,FL J.N07 15-044 nss5 kr.]4!A Sts]m,ltiG/M crAUOe,n xllae PHONE,(561)209-8267,FAx(567j&11-7716 Hwa:(]al/E/h11fa.!a:(.IDSMT-rllf mc�u aur 4.x. mavesW p¢ DRAWNG No E8-o0a6779 WALTER A DLUT Jr.P.E as s1-� SHEET I t OF It FLORILM Uc 44167 I/4'm LAG SCREW O 6'0. r/4'd LAG TREWS O 1/4"mc.lAG 5 I S 4'D.a 4•o. w/r r/2'urn. C. W/1 1/2'A& R[RFADED 1/4•/-20£LCO THRFALTED PENETRATION THREADED METR47WN PENETRATION TO FXISRNG WOOD mole/I le TD IXI571NC WOOD BE.W. To EXISnNG WOOD BEAM HEADER. PANELA[ATE O 12' 11 Cont 0.C O QI & 1 M. 8'(Clio.)EXISTING 8'(Hin.J EXISTING O 6"0,C.O OPEN POSma" J WOOD BEAM REDUIRID. E WOOD BEAM REQUIRED. 1/4'd-20 S S BOLTS O 'W/1 7/8'Mn. E STRUCTURAL ADEQWICY STRUCTURAL ADECERCY PENETRATION V4'm LAG TREWS O OF EXJ57JNG W000 BEAM OF ExISTWG W0OD BETH 12'O.G W/NUT&WASHER 6'O.C. W/7 I/2'Yin. TO BE CER77f7ID BY TO BE CERTIFIED BY I"Min THREADED PENETRATION RECisuRE0 ENGINEER OR R£OSTI7tED ENGINEER OR 0.250• 1 TCI EXISTING WOOD ARCHITECT PRIOR TO ARCNRECT PRIOR TO Mas. C I 1 I HEADER SHUTTER INSfALL1TRIN. SHUTTER WSTALLAWN. 0.500' 1 i COM. 1 1 -j I 2' Mh. ' 2' I .1 1 5 Cont I 3 I Nin. i 2• I I 3 I 5 0 `-WOOD HEADER _`,. ; m Min. i W Cant I @/DCIS W 07 3!x y C°nL m REQ[RRID 1 1 3 WOOD HEADER i I •'t r ? 3/J2''q"-.C`-(D 1NC N� Wm W • 1'MINIMUM I REQUIRED = I y 1 O 12'OC.O((1�� y /•MINIMUM I 1' SEPARATION TO I m I I WV0DREQUIRED HFAOER I W I'MINIMUM I &O 6'O.C.O�(J2 1 0 GLASS _ I y I '1",RErOUIRED I R SEPARATION TO T 2 SLPARALAOS TO I•MINIMUM I may- GLASS '" 2 SEPARATION TC i N I ALTERNATIVE 8 _ _GLASS y 1MINIMUM SEPARATION To _ GLASS W I J T I u I 1 COM. 2 1 T d I 718 x 3/32' 4+ 1/4'm RW BUILDIX I I I c I NUT® ¢ 1 4 TEK SCREWS O 6'ar ; i 1 1 12.0.C R I 2-,6- ai 1/4'd-20 x I zWz I 1 6' kfOR ", WDOD DECA'� J 4'BOLLS W I Q I /D O/ ' I WOOD 0£CK REQUIREDW NC NUf®2J 1 x EO EO 1 Cool. • I R£OU/RED ' !2"O.C. EQ I /EO �S1/4"m[AGSCREWS O WU00 B"0.C W/1 1/2"Aft —1/4'd-20 ELCO PLAT THREADED PENETRATIONREQUIRED O M/DI[RDTH OF PLATE PANELU47E O 12'0'500' ALTERNATE pU O.G.W/1 7/B" .1 M r, /4'/-20+ LEG LOCATION Min.PENETRATION O / 4'd LAG SCREWS O I/4"d UC SCREWS O BOCIS W/7/8 s REQ/RED OPEN POSITION) 4.O.C W/i 1/2"Nin. 4'O.C.W/1 r/1"Min. 3/32 WING NUJ MIDWIDTH OF PLAIF W D 57U0 THREADED PENETRATION. INRFADED PENETRATION. O 12 0.C. 1/ REDUIRED 1/ 0 s;- -20 S.BOLTS e , 1 1 ALTERNATIVE 1 ALTERNATIVE 2 IS O.C W/NUT&WASHER. 1'MINIMUM I 11 ConL }—SEPARATION o 1'r 4"r.125 (afro.) I TO GLASS 1 h ,ou_75 AWm. TUBE(Con L) ALTERNATIVE 10 1 I 1 CONT CEILING & FLOOR MOUNTING INSTALLATIONS (2) r/4•d LAG SCREW O 2/6•r EACH STUD(H16MOTH OF WING NUT O SECTIONS B =AX:1/4'= 1' STUD. A2()'A&.THREADED EO I FA SND ALTERNATIVE 9 PaET17ARON°MO uslING EO SND. rRWALL MOUNTING INSTALLATIONSRRICANE CONO TIONS SECTIONS A SCALE: 1/4'y 1" RECLINED �%(OpEN pOSmp/I•) SECTION ® STUD TYP. TOP/BOTTOM NOTE FOR COMBINATION OF SECTIONS: ALTERNATIVE 11 FLOOR/WALL/CEILING MOUNTING SECTIONS CAN BE � COMBINED IN ANY WAY TO SUfT ANY INSTALIA77ON. INSTALLATIO�tt�ti � , ON EXISTING WOOD BUILD/NGS per' ;J,p FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) :• ���tN$F 02075IXTECO.[Na 0.050" BERTHA ALUMINUM STORM PANELJRL (2.25"NOTES ljp441167 =1. INSTAUA77ONS ARE ONLY VAUD FOR MAK.A.S.D. DESIGN PRESSURE ; = r EASTERN METAL SUPPLY, INCRAIINC UP TO +B5.0, -72.0 pf AND PANELS LENGT HS UP TO 9•-0� 'LE C O INC. 42 WW RavS �72. FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN ;�• '�:- �, '/{J.. 7TLOT TESTING d ENGINEERING COMPANY P56I M9-eIW,FAX:(SB7�47-1716'PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL I( „ ,Win``` eau xv.sn- ( )Y' .(>aaJe71-rsw.Te+:(wsTnr-rslr �� •r.s oemxw WALTER A FLORla1 �1447B7 rK m I:-an SHEET 12 Oi I4 1141/LAG SCREWS 0 6" O.C.WW1 f/2"MlN. 1140 LAG SCREWS O 6' THREADED PENE7AARON TO W1 f 112'MIN. EXISTING WOOD HEADER. 1. 1�---REAOED P[NEMFZM TO .250' WNG WUOD HEADER. .500' Mor.250' 500' Max. I N2 3 Conf. 2' I °fin' I 3 cont ,:^• .-. WOOD HEADER o REOUIRED I + o WOOD HEAD I 0 m REDWRED I T f'Min. I . SEPARARON i TO GL455 I i SEPARATIONI N TO CLASS I V DETAIL 2115 514' I T- -AT- 114'0-20 1/4.0-20 S.S. EExx//yS�R/NG I 1140-20 SS I BOLTS Gf115;5 I BOLTS W1 I r71810 X 3132' W/NC NUI'/J2' I 0 12'O. Cont 0/2'0.a C- ED 1 eo• Z- ED r.J75 �I 4 0 UG SCREWS 1 4 0 LIG SCREWS O 6' O 6'O.C. W/127/J2' O.C. W11 112'A1/N. Mln.PENEM417ON0 THREADED PENEW77ON O � MIDWIDTH OF PLATE 2'x 4-PLA MIOWIDTH OF PLATE 2"X 4'PLA REpU/RED REOUIRED INTERIORLY REMOVABLE PANEL QT W1 57DEWALK SOUS EE DETAIL 2) CONN���iiiEEED To Y RTRU 5/B �H+VP HOLES AT([)O 6•D.G&FASTENED ."�`+ •�� 71I'j/'r, AT REAR W707/ O'SID#V#yBOUT ����V�Q•\•,•.••••.,,•/�`��x�i LT ALTERNATIVE 12A* ALTERNATIVE 12B* �1CFh1g v' _WALL MOUNTING INSTALLATIONS .-10 SECTIONS 12 *VALID FOR Max. +6J.5, -63.5 pst. A.S.D. DESIGN PRESSURE RATING. ` Fs'���RIDA ,,•;ti'a� INSTALLATIONS VALID FOR PANELS USED JOINTLY r+anlrlun+ti" WITH INTERIORLY.REMOVABLE PANELS n INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02015 RLTEM Bic 0.050" BERTHA ALUMINUM STORM PANEL T:R.L (2.25"DEEP) DR4wN BY. 03/24115. EASTERN METAL SUPPLY, INC D47E` L E C O I N C. 1168 WEST RD4D5 ORNE mur TESTING&ENGINEERING COMPANY PHONE:WEST(561)109-826J,PALM BEACHFAY.TL JJ4(561)07811-1716 15-044 lana azss N¢.T6u,.3RL..Sea Sm. GMIYBTc 916e ' 4Yun.:L]0.1iGT-11ID.i (SA,b7S:i-191 CY.M GOOVIIM Gess GTI[ DRAWING No EB-0006719 tva 1e-� T/1 m WALTER A RWT Jr.P.E. ' SHEET 13 OF 14 ...._ nGR104 Lia 44167 1 114110 S.S.LAG SCREW 1/4-0 S.S.LAG SCREW 0 4'O.C.W/1 112'MIM. a TRACK®MAY BE ATTACHED o 4'O.C.W/T I/2'MIN. THRFADEO PENENURON + THREADED PENETRA7ION 4'A B' TO HOLLOW CE/LING AS PER DETAILS SHOWN (W R REQUIRED. ON ALTERNATIVE 9A.SHEET 13. 4'x e'(E6;.)IXIRED. W000 RNG BEAM RFOU/REO. WOOD BEAN REQUIRED. STRUCTURALAOEQUACY STRUCTURAL ADEQUACY ' OF D1ISTING WOOD OF EXISTING WOOD 1/40 SS LAG SCREW— BOW TO BE CER17RED 114-0 S.S.LAG SCREW SEW To BE CERRRED S 4'O.C.W11 112'WN BY REGISTERED INC/NEER ON ARCbWECr PRIOR / ` O 4.O.C.W11 1/2-MIN. BY REGISTERED ENGINEER F ( ( 70 SHUTTER INSTALLARON.\+/ OR AHLITTE CT PRIOR / THREADED PENEM77ON 7NREi70m PENElRARON 70 SHUTTER T PRI LARON. 'I" 0.25' I s I 3 I 5 3 I �L. 3 C—L • cant I I I m I mm m I 3 • SEE SCHEDULE I SEF SCHEDULE I p I IXISRNC SEE SCHEDULE t FOR N'n. I --1� o XF ISjS1NG FOR Min. I / 2 I 2 C S FOR N'n. 2 SEE SCHEDULE SEPAM17ON FF��IS5RRNG SEPARARON SEP LASS pE]�(�/5g7�iNG C(/LSS 10 CLASS I y4Nf TO CLASS I GlIL55 FOR� lARS'OSN I T la CLASS I o 2 �i W 2220 0L7M 2 I o v I R I T a DETAIL 2 W t ' 1 I I 16 I a 7/B'0 x 3132• I 7/e•0 x 3(32' a I 71B'0 x 3/J2• I 718-0 x 3/J2 0 NTNG NUT® WINO NUI'O W/NC NU7 0 WING NUT O EYfRY STUD /8 EVERY STUD 1 EVERY STUD 1U EVERY 2 STUD C t0 I O!Z"0.C. Cont I ®12.O.C Cont I O 12.0.C - ALTFRiJA7. ALTERNATE I r—L'� Cant I LEG LOCAT7O I LEG LOCAnON 1.1?5' Lf s• "7RE.QUIRED • r•r 2'x 6' 2'x 6' x 6- 2'x W ' MOD OELX WCAD DECK 0 DE'a[ ND00 DECK REQUIRED 1' REOUNED P REQUIRED wrxiORLY REMOVABLE PANn W/ INTERIORLY REMOVABLE PANEL 1 W/ 114.0 LAG SCREWS 0 2.O.C. 1140 SAG SCREWS O 4.O.C.. SIDEWALK BOLTS EE DETAIL 2) SIDEWALK BOLTS,(�SEE DFTT 2) w 1 1 MIN THREADED-PENEM770H 1/40 lAG SCRL%5 O 2'0.C. CNNO�TED 70 7 7HRU 5/B'0 / ��W11 112'MIN THREADED PENEIRATTON W/1112'MIN THRLADEU PENE7RARON L'ONIWV 0 TD 1 THRU 51B% 114 0 LAG SCREWS B 4O.C. HOLES AT Q 1)M 6"O.0 7 FASTENED AO REIATW�Jr 7/6%xJ/Jz NTN��N� W/1 112'MIK THREADED POVEM47ION /� AT REAR W 7/8%x3 JZ'WLNG NUT ®EVERY SIDEWALK BOLT. - O EVFRI'SIDEWALK BOLT. ALTERNATIVE 13A ALTERNATIVE 13B ALTERNATIVE 14A ALTERNATIVE 14B CEILING k FLOOR MOUNTING INSTALLATIONS CEILING dE FLOOR MOUNTING INSTALLATIONS iii �I�IIIt j�TiAii74 SECTIONS 13 SECTIONS 14 SGuE:114'- I- SauE': 1/4' 1. 1/4'-20x1•S.S S UENALK BOLTS, 6 W1114'MATTED H FMED F RLY RE7/OYAli1F PANEL g1 a RD7U KEY HOLE O e•DO - W/I/4=T6 NU( REM. 1 NOTE FOR COMBINA710N OF SECTIONS: = •, S�'}�}g I r d/.12'. REMOY,IBLE ;.Q G °"a FcoOR/GauNG MDUNnNG s£GnONs cAN BE INSTALLATION DETAILS ON EXISTING WOOD BUILDIN ,i'..FGORIC ,. �4 COMBINED IN ANY WAY TO SUIT ANY INSTALLA7ION. gA{C Tt C? I I ''FpTs%I 0 Nlilt A 1 L%%�'`'`\� mqEffl FLORIDA BUILDING CODE (Non High Velocity H...... ane Zone) I I NOTES. 02015 1TLTEco,Ma 0.050"BERTHA ALUMINUM STORM PANEL 1675, I I :1. INSTALLANONS ARE ONLY VALID FOR AS.D. DESIGN PRESSURE RA77NG. 2.25" DEEP DRAWN Lm UP TO+65.0, -65.0 psT AND PANEL'S LENGTHS UP TO 9'-0" 0312411 �A. i HALE D 6 Or- /+ EASTERN METAL SUPPLY, INC aATEr 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN 'L ECO 1 N C. 42M WEST RLWOS ORNE PINE No. Z. W1 SPECfnC DENSITY OF 0.55 OR EQUAL. TILUT TESTING d ENGINEERING cou°ANY WEST PALM OFACN FL'3407 15-044 DETAIL 2 — INSTALLATION OF 114 u1 PHONE(561)209-6263,FAC(56/)641-1716 sal,xw.Tan.s s1.aal twaAl 6amena n.v)m SIDEWALK BOLTS O REAEOVABLE PANEL ITmx:1wk7w5w.Ta.:(7m10nav1 a.:�, amnu our �;w arn�nn °", DRAWING Na SdL@ I'-1' WALTER AMLOT1 JF.P.E r am IF9S x SHEET f4 OF 14 FLORILU Lk. 44167 1x 4