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HomeMy WebLinkAboutSET UP-INSTALLATIONI, SMRH PARR SNOIVN ON THIS PRODUCT LYALuAnoN DOCUMENT (P.C.D.) HAS BEEN YER FOR COMPLNNY( W ACCOR E TWIN ME 2017 (64 EOBKKJ) OF ME a,,,, BWLDING CODE TJLIS STMAI PANEL SHALL Or BE INSTALLED AT NICK MOCRY HURRICANE ZONES (MIAMI-DADS / BROWAM MUNDES). wN0 LW 1111,AS PER SECOO H T609 OF ME AS w MENTIONED CODE, !OR A wN0 SP® AS REQUIRED BY ME JURSOCT,w µNER£ METE SHUTTERS INLL BE INSTALLED AND FOR A ARECTIONALNY FACTOR KG-0.85. USING ASCE 7-10 TOR INSTAL"RONS UNDER ZOIT PRO AND SHALL NOT EXCEED ME MAXIMUM (ASO) DESCNPRESSURC RATINGS INOX ATED ON SWEETS 51 10 MRLF 15 IN ORDER TO VERIFY ME ABOVE CONOMON ULDMATE DESIGN LAND LOMS O(TMMINVO PER ASCE 7_10 SHAL or `RSA REDUCED TO AID. DESIGN WIND LOADS BY MULOPLYINC INEM BY O6 IN ORDER TD ToCOMPARE MCSE W/ MAX. (AID) OLSON PRESSURE RATNGS INDICATED ON SHEETS A ID THRU 15. M OROFA TO L " MAT COMPoNENTS MO ANCHORS ON M6 P.E.D. AS 7E , IYERE POT OVER STR6 ,, A !JF INCREASE I,V ALLOAABLE STRESS MR WIND LOADS IYAS DYL USED IN METR ANALYSIS A DURATION FACTOR CO-1.W WAS USED FOR V /RCADON OF FASTNERS N BODO, STORM PANLL'S ADA-GRACY TOR IMPACT AND FATISUE RESSTMME HAS BEEN yRIFTED W ACCORDANCE WIN 5ECDON 1609. 1.2 OF ME AB(N£ MENTONED CODE AS PER AIL REPORTS f I128.01-00 AND /0S10.02-05, AS PR IMPACT M50NG EOWYALENT N M LBY ASM -1996 STANDARC-1996 DST & ANOARABM` E J02 JD-SIANOARD, UM17ED TD INSTALLATIONS WOHIN WBJD ZONES 1, 2 & J AS W AS" ]. ALL ALUMINUM SHEET METAL pANELS SHALL My, SO52-KIT OR JOM-HJA ALLOY. J. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCAG)H 6061-1 ALLOY 4 TEMPER ONIESS OMMWISE NOTE,. A. ALL SCREIYS TO BE SFMNLESS STEEL 304 OR JIB AM SERIES OR CORROSION RES6TANT COAMD CARBON SJ£EI. AS PER DIN 5001E µ% M bJ RELD STRENCM AND 90 Osl TENSILE SMM,,, &MALL COASLY W/ lLOIODA BVl[ONO MOE SECTION iN1.1J0. I BOLTS TO BE ASM A-JO2 GLVAN?ED STEEL OR AIM J04 SERIES DAMLESS ST£CL, µTIN JS N, MINIMUM YIELD SMMGM 6. ANCHORS IC WALL STALL BE AS FOLLOW. (UNLESS OTHER, NOTED) (A) IO EAJSTLNC MURED CONCRETE:' 0 TAPCON ANCHORS AS MANUFA,,,,C BY LT. W. BUILDER. I/< C • AFL^HORS OR RCO mN h hmak ?ANamyC' AS .WNUFACWRED BY POWER 1ASMNERI LNG AND ELCO CONSTRUCDDN PRODUCTS. RESPfCTNELY. 1/4' 0 r 3/0' ALL M&TS SOLID -SET ANCHORS AS DISHRIBUIED BY ALL PNMS SCREIO, BOLT & SPECALTY COMPYNY MOMS A') MWIMUU ZVOCOM£NT INTO POURED CONCRETE O! TA➢CON AND DCO PANELAOTE ANCHORS 6 ! J/A A2) T/B' CAU'-W ANCHORS MALL BE EMIRQY EMBEDDED PRO DIE MUM CONCRETE. NO EMBEDNfNF INR! S=W SHALL BE PERMITTED. 1/110-20 SCREWS USED IMU BE T f/Z- LONG M&NUM SHOULD SFULCO EO$), AND I' MNMUM FOR WALLS WITH NO STUCM. A.J) UINWVU MBEpMEAT OF I/010 0 J/0' ALL POINTS MO -SET ANCHORS M BE Z/B' MM ME M RM CCHC ' NO [uBEpMEM INTO SWCOO SHALL BE POULUTED. 1/4" 0-20 IS. MCHNE SCREW USE, MWL Be 1 1/2' LONE MINIMUM SHOULD SRICCO EATST, AND 1' MIMMUM FOR IwLLS WRH fro GIUCCG AO) IN CAME MAY PRECAST STONC PRECAST LONCRFT PANELS; OR PAVERS BE FOUND ON ME FXSONC WALL OR R00R. ANCHORS SHALL BE LORD ENOUCHI TO REACH THE lAW STRUCTURE ,MIND SUCH PANELS. ANCXOR.ACE MALL BE AS INDICATED ON NOTES A. 1) & A.2) ABOVE. (9) TO LXLS.7NG CONCRETE BLOCK WALL' 1/I' A ZOCO.N ANCHORS AS MANUFACTURED BY LT.W. BU,,,, 1/1' / + IA' MK-M ANCHORS, OR ELCO —Y, & !,,, YMfl 11E- AS AANUFACOJRED BY POWER FASTENERS AVO. AND RCO CONSfRUCWN PRODUCER, RESPECDV£L, 1/4' 0 r 3/0' ALL PMNIS SOLID -SET ANC,,,$ AS DISTRIBUTED BY ALL Po1NIS SCREW, BOLT & SPECAL,, CON➢AN, SCANNED BY St. Lucie County NOBS B I) WN'UUM EMBEDMENT OF TAPCM AND ELCO PANEWATE ANCHORS INTO CONCRE/E BLOCK UN? SHALL BE 1 1/.. AT) Z/B' CAUL-W ANCHORS SHALL BE ENDRELY DAGEDOED PRO THE CONCRETE BLOCK UNIT. ND EMSOUMT INTO STUCCO_ SHALL BE PRUU.R. 1/0 Y-20 OCH011 USED SW4 BE 1 1/2' LONG µ WUAl SNOULO STUCCO IXST, AND 1 MINIMUM FDR gµLS WIM No S)IJGCO. BJ) WNDIUN EMBEDMMT OF 1/4'0 A J/A' ALL M" a SIXID-SET ANCHORS SNkL BE T/B' IMD ME CONCRETE BLOCK NO EMBEDVZW PRO STUCCO SHALL BE PERMUTED. ve 9-20 IS, JACNIAE SCREW USED BALL BE 1 1/2' LONG WMANAI SHOULD STUCCO E ,, AND 1' MINWULJ FOR WALLS µTB/ NO 5'NCCO. BA) IN CASE MAY PRECAST SMME OR PRECAST CONCRETE PANELS BE FOUND ON ME IX[SRNG WALL RHO pRS SNMl BE LONG ENOUON TD REACH THE LOIN STRUCTURE BSfXD SUCH PANELS. ANCHORAGE MWL BE AS INDICANTS, ON NOTES IN B 1) AND B.2) ABOVE. (C) ANSHCAB SHALL BE MST D) FOLLOWNC ALL OF ME RECC,,,,,MDONS AND SPECIJTC.ADONS OF ME ANCHORS AAN9IFACTURER. T. PANELS AAY ALSO BE 9JSFNLED HO4?OARALLY FOLLOwNO MSTMLAOON ETARS 5HOWH OV SEDDON, I MRU 9 (MJEE! J & 5 OF IS) O'COT THAT HIADRS Z J & M SHALL NO) BE USED. B. D SHALL BE ME RES AMBILNY OF ME CONTRACTOR TD VFRLAY THE SOUNDNESS OF ME SC UCTUR£ WHERE SHUTTER IS W BE ATTACHED TO MSURE PROPER ANLNORAOE M`5 SNURER STALL ONLY BE ATTACHED TB CONCRETE BLOCK OR v.,CD F,,UE BUILDUICS. 9. M£ R STMLATION MRDACITIR S TD S`AVCAULK ALL SHUTTER LCLAMNEM [DOES WMCH RfMMN IN CON MINUS CONTACT ME BUW`NC TD PRE"HY IYMD/,RA/N INIRLMCH CAULK AND SEAL SHLRTER IRICNS ALL AROUND FULL LENCM. 10. (Of PPS P.E.D. PRIYAR£D BY MS ENCJ,VER IS CENOHC AND DOES NOT PRONOE INFORMPON FOR A SHE SPLDOK PROJECT` 1-9. WHERE ME 91E CONDRJONS DVMTE FROM ME P.E.D. (0) CONTRACTOR M BE RESPONSIBLE FOR ME SRlCMW. MR,,,W AND WSTALATpN NC(u09J6 LBE SLEETY OF MIS PROOLCT, BASED ON M6 P.E.D. PRONDED NE/SN£ DOES NOT DEVIATE ROM WE CQNORroNS OETARED ON M6 DOCUMENT. CONSTRUCnON SAFETY AT ERE IS ME CONUACIOR'S R£SMv&&lUN. (S) IHS P.CD, 'NU BE CONUCRED MVAUD IF ALTERED By ANY MEANS (0) SHE SPEOFK' PROJECTS SHALL BE PREPARED BY A ROMM REDLSTEREG RMRER OR ARCHDECI WHICH Wa BECOUE THE MGINEER OF RECORD (CO.R) FOR ME PRWEUT AND WHO WOIL BE RESN ,,, FC, ME PROPER USE OF ME P.CD. 6NMNE7? OF RECORD, ACTING AS A OELFOATED EAL'INEER TD ME ➢.EO Ra,,,I S,,, SUBJJIF TO Ml5 ,AD£R THE VT SPECIFIC DFAWJN05 FOR REYIfW. (e) DOS P.EO. SHALL BCLR ME DATE AND OMOWAL SEAL AND SlOHN ➢ROARED A. Rf W ME ➢ROR$5/ONaL CNGINLiR OF RECORD MAY f I. SNURR LLWUFACWRRS LABEL SNN.L BE LOCATED ON A REAClY MBLE LCCXI AT S%R?V PANEL N ACCDR➢CYCE YAM SfCIKAV I]OD. 9J OF RORIM B,I o CODE ONE LIBEL SHAG BE ➢,ACED FOR EVpIY CPMINC. LABELING w CONM.Y WIM SECTpN 1709.912 OF ME FL?RH0. BUILP'NC CODE THIS DRAWING SHALL ONLY BE USED 70 OBTAIN PERMITS IN THE STATE OF FLORILI4 CODE 90 COMPONEMS. ehffEf IA Of 15) -�� CONCRETE ANCHORS (SEE SCHEDULE) T11- N U W z 0 SW y , •'.�T i I--_i .I i � i'i__�—_-I- I- -rjT— $W l j ilT�\A\�LI�Mn�yjII.IIC1—I, II I I�IIi jiI �I,IIt tI I9rI� �Ij!�l G1rI�IIf Iili I TEYI IP j, d :>Y1P,1�I /I.Ij !1Ii 9, ,i•II j �I �iIlI i1j1; ,' jI ' � �j1IIi,� �3n,II Il 7r ItI�� IlII•i ,�II ii -�,;i,I �i;I I,IjII -�!I. �I�-I' I --I IIII� III j - I� 'l� ' iji�-f �j,;�(i- �I - •,1I ij�-�I --r� j i'I CONCRETE ANCHORS (SEE SCHEDULE) i n- /] ]6'WA�NtRO sR®NA. - ENOrMg+. RWemn cae•mNa] _:�? a*a .���'o1,iP: �, +a�NO. CnuroE0r•hiwt/N' 1 MerSTORM PANEL TYPICAL ELEVATION 0 VVN rA T/•i I/]]A�OV/.fNtyLL�oa.l rtNl� s fro 4R 114'Max. CAP 114' MoxCAP FLORIDA WILDING CODE NAno HI�h > /04f Hp urr9ca16wn°a1uewhmxca°ZN eEs w o'xn o re!) ea]%=a ERTHA ALUMINUM STORM PANEL 225r DEEP SECTION A -A EASTERN NCMSUP, .:rR 17,r-ma 17-094myovrve anc rJrc L a m c Lals <Ilw 'ar rauov w awwrev e,Lxw-er _ 91C1�, 10 •v m .um tl�+Mty �os 960-L I re( s) Ti trra-sozrycsl Doane +. i n'anoaom�p�.vroly af�o9�'us3",M� t prrnnniq [OHY V HMJB /Iryd I51Y 310V SiIM4 JIII Pll1 YAlddns wom NN31SV3 n/re/m alxma EO.SZ2 � , �apy. 5' Tt 'GNYd MO1S HnNINMV Wmw 090'0 no roavm elera 'ImZ QUDOJ dn(/ gpB(IA y lH U-AF 3000 ONI01/nB Y0180Ze * i 3m tI tI t a1 11 - t TY. d5 i I I twJ 0 1 i I I n t 1 I I I ssro awsxr ` a[ xaurdrd3r� NWNUn ., t I ' C I I J_ i � r,rourJo] mr� auwwv ('ddtYTi rMYCMY t I 1 9mJ I 6 1 t 1 9 'O.LI € � I Lox arum �Lr/r + tWL u I 1 � a� �+ save wacsu3 �+ � Ot A94YeYd35 L$ya^• 1 mnumr., 1 Iwo-_ I 1 I �JL GW J 'jam a 0 O--I � Yxaavds der/ 3tnat]es rn LM9IfC 1.0 I.tM' S{lOB p/31/ 55Y4y Np,MT/jgI/ ANY JIIIS w AN i NI O ms= -(1 LBxi(3(NS) i,�NfB1 V 2Y SLON'B3d SY 3B mI rx0"J O/AWLIOn OMpl3/y0 WI/ .YJJYLLL/r//I' 10 SV6Ba35 M BOBbOB,10] ,>w 3Im, B3N/eib 3[3b]NJJ Berme Yvn]Yas By ]bmtNJs nv i/IAWIJM'N-ItYJ bV SxBJdYl t• YJNJYOS bq/ 3Y16PIJ5 33S) \ SMYJxY xFYIVJ bJ AA'HIL !n m o� Lma x0 )ntav,as 3x1 3aVYlr�O .TJ¢i � '0- J .l ..B/r 137✓ Z—VO/13—If n (aaJYeS b0I ItYIPdxM SR n f IXIB NSS/Ih 61 �3arxtamY %,a,'Y/1/ t1YnJ�JO)B � 3L3bJHOJ tl0 P n—3t3nxna r✓ wbnod -T (aaavd5 bJd ]IM3H1r 3l•J BL'41I �/M /N O b0 l".CB .BYMIyS OL-I,Y/1 .11 ®0 31MVNYe rlaww q]V dV llS-OIIOS LVW ]T"N-MY7 r wauam nweae2 warts J-" 4 6A ar 7 uer. n 5 m 6 w6A O cavcntle AM.rraes . Is- a a s'e00 �s.Jco•1. �11-, a�cvAz&zr nxl xeouwro 8 as 9 a4 c wO O 1pm j© rrw. cur rurtz L,•J 4 Q@M@ r.oeo• ]m. ///'''--- cavrntrr A4rwa t'. z' ..ou- ra elRFxeE Ifc ICCaPON ]• i 9 i� � .a h� 1 Z m 3 cw 4 tw 5 uum_ 3'0 f PP ucru Awe. ewr .us %a EJ-re awv oxGoe 6A a+OJ aQ® r "`^ OR 9 a° 12 -ru- 1© _ CASE C (Plan) CASE A (Plan) _.^ a aoa ' a 2 I_ V Sc4(% 1/4' . oP 6W-ii . w cOnM1 A'um. Mott - CASE B (Plan) SL4LP: 1/4-. f- A&LO1Q2,-0[N[9T1. SAxue.P Zlj IMN tWS O r]' a c. cw CASE D (Plan) SG : 1/4' . I - Oa4xm caM^MR aP arcxnc max wuL w[aum END CLOSURES DETAILS CASE E (Plan) • SwC I/4' . r- BUILDING F ma ix-11JIMIal, NanMA6P1 yy,,(Gp�ID,�y 1 oN 06G' 60W'Atf m FAV(10 HW65®• "'(� i ♦ a i s a.. secawus z a m s¢r•4x r2 same N6 amrora ♦T54 -150 11'-0" IS'-0' 1/'-9' 6'-0' R'n +25.0. -30.0 12'-0' li'-5• !0'-9' 8=6" 12YI 150.0. -SSO I!' -I' 10'-B' B'-I(' 8'-6' lTn .550, -.40 !0'-5' 9'-10' 9'-0' B'-6' 1Yn 8'_9• 9'6' l2'1, .6[4 -Sao 9'-1 B'-10' B'-1• 8'_6' !2'N +50o. -550 B'-10' B'-5' 7'-11' - 12'M ♦550. -640 B'-6' B'_1- S_> _ 12'ff ♦60.0, -65.0 8'-0' 1-9' 7'-6" - IT•ff .650. _71.0 7'-5' Y-6• l'-p• - r2Yr f740. -75.0 6'-11- 6=11' 6'-9' - f1Y1 NS4 -80.0 6'-6' 6'-6- p• 6• IT' .BOQ _8 o 6'-I" W-1' 6'-11 - 12' I85.0, -90.0 5'-9' 5'-9' S'-B' - 12' .90.0, -93.0 5'-6- 5'-0' 5'-6' ♦BSO, -IMO H00.0. -'Mf P_I" ,'_W _ 12' 11o.4 -IIS 1'-0 ,'-6' 1.-6• - 12' H(50, -I20. e'-1' 1'-I' 1-•' - 12' 01200. -125. 4'-2- "-2- P_2' _ 2. . r19.o, -150. 4-0' 4'-0- 4'-0- - IY SECTION BA /S ONLY ✓ALfO fOR MAX, A, UP DESIGN PRESSURE RATING UP TO +70, -75 PSF. ff Mar. ANCHOR SPACING FOR SECTION BA SHALL BE 6' O.C. NOFE: MINIMUM PANEL. LENGTH /S 3'-0': "MAXIMUM ANCHDR SPACINGS ARE VALID MR 5 1/2- EDGE DSTANCE TOR E. D. LE5S DLal9 3 1/2; REDUCE ANCHOR SPACING BY MULOPLWNG SPAONG SHOWN ON SCHEDULE BY THE FOLLOW 0MR ANCHORS OPRnN✓MBC FpAB2OR PSSIBL& R DUYpA� USING FACTOR SH4U NDT B£ LESS THAN MI/lIMUM $PACING 1MA'CA70 FOR EACH ANCHOR IYP£ AT ANCIf LEGEND FACTOR AClWL G O. PANETMATES TAPCON 5/UD-SET GALA'-lN 2 I/2- 2' 1 1/2- „IS ANCHORS ANCHOR TYPE SPACING TAPCON/ P.wEUAATEs 3.0' CALK -IN 2.5' SOLID -SET 3.5' 15 ,DR A`A`NLL lA]907N IMNImwl FOR FLDORACEIUNG 7NSTAWIl0N5 .0 I,wo 121NE[' Bwmd ���rldv-(mru many aev'(,aw amM)--� IJ!!I � tsM' AW'. I,yp.— I �r—iFP,SCIIK YDa� � � iQ YMt44,1 � n.WT I.SW AeCe'� ,1q• �! ILh�e��lr a'f a '-y, -RIPP'LSSOJ LI]!•'^ —T tr �LID'i- ��.L AA I-.. FULL PANEL W/ HEMMED F c HALF PANEL W/ NfMMED FD c (` a�vs• 'a P°1Y rtlM) X a40'-I --I%d• 150J. � riew {- (E„FC,rvE rDIFJ� `.✓ lam! �-` -: }.rv'.-xevl•--.'xu1•:----� n .�,r.lrl-tl- --' 'N'HEADER OPTIONAL FULL PANF W/O H MM D EO t OPVONAI. HALF PAN,F,i,W/O HfM— y -P.ri,• III SQJ' AHCLE BUILD OUT BRACKET O J 8' R O. a"}-'• 'F' TRACK ca]' OW' t 9 I II I 01J'{ -,oso•ta.ws• °a• DETAIL 1: Nm e/ or an s W"P =pww .lee• i , am- t 1/4' MAX. B. O. 'F' 7RdCK sue: N'. ,• (Z) REVERSED 'F ANGLE TRACK ., N•. I- 4, I I 1 i OPTION Id OPTION 7 1- m• f0 KEY HOLE AT PAN 1 @ ROUND HOE AT PANEL I! KU HOLE WASHER (OPT/ON TO 10) ,rw-nllvr,ye. uxc � I 12 MINI WA 1 17 406r°• AN E�WRN rntD 7.!=e� IYOG 1 QIIh�I i 13 2 rs'/NdX. )rf/e' •c• TRerr earl£ W/•enm ,Wn N'. I' sn,', N'. r• •�, J' Nax. •U' BUILD OUT n.•- PP f amxla i- �-P; ,cc uwzw .SPr = i p,Y �-2GL'�• TRACK ANGI£ IQ -U' HEADER .2 N-. • oPJ / • y� T, .r QB �—r]m• 2'r2' STUDDED ANGLE i SS ,IY.I,M IILaO ,MGGS• w� i—Z 17 Y 1/4'r/S.D/D' n• H/N IN �E Ir'�T! E� ,cse L,E. I• COMPONENTS scut Ne•. E FLOR/DA BUILDIND CODE Non Hlgh Ye/ocll Harr' . Zon rmlr m,Psa wt 0.090 BERTHA ALUMINUM STORM PANEL zc 2.25- DEEP oslw ee. EASTERN METAL SUPPLY, INC PI rl 17-094 !MR! I• N 11 HORIZONTAL SLIDER - NON -IMPACT (SHOWN W/DIFFERENT OPTIONS) X 3 1tI16• E SASHWIDHT 23311 GLASS DLO TABLE OF CONTENTS GENERAL NOTES& ELEVATIONS....1 GLAZING DETAILS......... ......... ...... _..2 COMPARATIVE ANALYSIS ............. ._.3 SECTION VIEWS & ALT. FRAME.....4.5 EXTRUSIONS & B.O. M........... .......... .6 ANCHOR SCHEDULE & NOTES .......... 7 INSTALLATION DETAILS................ ..... 8 26 716• MAX OVERALL RANGE WIDTH -Ia 5A1' MAX. UNIT WIDTH 0 32ffi& GLASS OLD GLASS DLO D G LASS O Lx DLO I F —'J D E 551/4' MAX OVERALL FLAf1GE WIDTH 56' MAX. UNIT WIDTH y � GLASS DLO 57IESE B X O B DLA$$ DLO MAX SAASSHH WIDTH GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION. 2, GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATION OX','XO'. XOX'. 4. DESIGN PRESSURE RATING (SEE SHEET 3): -NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01A9. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE. WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04001109. S. ANCHORAGE: THE 33 1 M%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PROOUCT. SEE SHEET B FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB S. SERIES / MODEL DESIGNATION HS-6200. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X - OPERABLE SASH. O = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION, 11. EXTERNAL WEEP SLOT =1/4' X 1' LOCATED 6' FROM BOTH ENDS. o9 Lucas Turner �O 17:13+20:00 O� 7� CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING XO 54" x 62" SEE COMPARATIVE ANALYSIS CHART,SHEET3 NONE XOX1/41/21/4 125-5/8"x62" NONE 1900 SW 44TH AVE OCALA. FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER NON -IMPACT a H z 3 az� w�o ¢Wow w zoz xkzE JW3z�33x LL z 'p~pL=i¢¢W00 8 8'oR69lx-yn O Z Z-N Z�D' -ZomzoLL0 oz ��OHft= = 00�yo3o LLy� F a aX.> 0. Wr0 = a ¢3wo a !- Ne 51pp1 STATE OF ,Y:Z,- 8/28t2017 LUCAS A. TURNER, P.E. FL PE k 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941,380.1574 7ESP'OP. I I GENERAL NOTES AND ELEVATIONS AAJ 07/O7/08 CWS-340 E SHEET 1:33.33 1 OF8 QW WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER NON -IMPACT a z 3 aZ3 awo z_ Ww3ZO33= oZ Z=2<woo T/e' OVERALL ]2' OVERALL ]/BOVERALL ]Ai' OVERALL U U VI y Z 6,= W a IV ANNEALED WW ANNEALED 1V TEMPERED 3116• TEMPERED O5 70 _ > YB'AIRSPACEa< w-I= 122'' AIRSPACE 5AIR SPACE 12' AIRSPACE t Q Q ¢ O N F Z y �IV ANNEALED 3116• ANNEALED IV TEIPEREO 3/18' TEMPERED E 00 ¢ y UO W3 in w 19 Q ZNW OJNF SIINREX 5520fl 6 PILIRFECTGLAZE" 81NAFLEX552OR SII(AFLu S62OR a0 1um0 MHU) PURFECi GLAZE'W PURFECT GLAZE N PURFECTGLAZSTP I, F a Q3$w 12'� S BITE 12' GLASS BITE AA4I -CREW T �� 12'GLASS BITE 12•GLASS BITE �� � [;EN4G 6 58201 '`'AA 3 II��I IIIII IhnII `se r r= 9 9 9 II� aTATE OF ice`' LI F ••.< O P 1 O,. 6� ''.Ssloua�BN GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D 8f28/2017 LUCAS A. TURNER, P.E. FL PE H 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 gFaTUM I GLAZING DETAILS H AY€ AAJ 07/01/08 Dw CWS-340 E SHEET 1:1 20F8 AUA Ut FjN MiE66URt5(GLA55 TYPE 8 ORD NT1fr FDCEDLITE� GLASS TYPE A, B, C, ORD NTHESASH) UNIT WIDTH (PI) UNIT 55 165 175 167 12 1102 12 1108 314 1110 114 120 125 5/8 SASH WOTH (M HEIGHT(M 15 5/8 18 7/16 121 5tl6 24 7/8 29 1/8 30 7/8 31 5/16 1,34 1/16 35 11/16 17 7/8 +451-45 445/-45 1 +45/-45 +45/.45 445/-45 +45/45 +45/-45 +42.51-42-5 +40/-40 29 12 +451-45 +45/-45 1 +451-45 -Z/-45 +45/-55 +40.1/40.1+39.1/-39.1+33.5/-33.5+30.9/-30. 31 12 +451-45 +451-45 +45 455 +45/-45 +45/-45 +40/-40 +391.39 +33.1/-33.1 +30.4 /-30. 35 12 +45/-45 +45 /-45 +45/-45 +45 /-45 +45 /-45 +40 /-40 +39 /-39 +32.9 /-32.9 +30 /-30 39 12 +45 /-45 +45 /•45 WS/•45 +45 /-45 +45 /-45 +40 /-40 +39/-39 +329/-32.9 +30/-30 41 12 +451.45 +45/-45 +45/-45 +45/-45 +45/-45 +40/-40 +391-39 +329/-329 +301-30 43 12 +45 /-45 +45 /-45 +45 /-45 +45 / •45 +40 /-40 +39 /-39 +329 /-32.9 +30 /-30 47 1/2 +45/•45 +451-45 +45/-45 +45 /-45 +40/-40 +39/-39 +32.9/-32.9 +30/-30 51 12 +45/-45 +45/-45 +451-45 +43.8/-43.8 +40/-40 +39/-39 +32.9/-329 +30/-30 53 12 a45/•d5 :+44.91-44.9 +45 /-45 +d4.7 /-44.7 +41.3 /-41.3 +40/-40 +391-39 +32.9/-329 +30/-30 55 12 ;5/-45 +451-45 W2.4/-42.4 +39/-39 +38/-38 +37,71.37.7 62 +45 /-45 +40.4/-40.4+36.4/-36,4+33.1/.33.1+32.1 /•32.1 +31.8 /-31.8 +30.6 /-30.6 +30 /-30 HEIGHT(M 29.5 31.5 35.5 39.5 41.5 43.5 3 475 1 51.5 54 1T875 +45/-67.5 +451-67.5 +451-67.5 +45/-67.5 +451-67.5 +45/-67.5 1 +45/-61.9 +45/-54.6 +45/-50A 29.5 +45/.67.5 +45/-67.5 +451-67.5 +45/-67.5 +451.67.5 +45/-67.5 +45/-58.2 +451.49.5 +45/-45 45/-67.5 +45/-67.5 +451.67.5 +45/-67.5 +45/-67.5 +451-67.5 +45/-58.2 +451-49.5 +45/-45 451-67.5 4451-67.5 +45/-67.5 +45/-67.5 +451-67.5 +45/-67.5 +45/-58.2 +45/-49.5 +45/-45 45/-67.5 +45/-67.5 +451-67.5 +451-67.5 +45/-67.5 +45/-67.5 +45/-58.2 +451-49.5 +451-45 45/-67.5 +45/-67.5 +45/-67.5 +451-67.5 +451-67.5 +451-67.5 +451-58.2 +45/-49.5 +45/-45 45/-67.5 +451-67.5 +451-67.5 +45/-67.5 +451-67.5 +451-67.5 +45/-58.2 +45/-49.5 +45/-45 45/-67.5 *53.5+45 +45/-67.5 +451-67.5 +451-67.5 4451-67.5 +45/-67.5 +45/-58.2 +45/-49.5 +451-45 5/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-66.7 +451-58.2 +45/-49.5 +45/-45 5/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-65.9 +45/-63.6 +451.58.2 +45/-49.5 +45/-45 451.67.5 +451-67.5 +451-67.5 +45/-65.4 +45/-62.9 +45/-60.7 +45/-56.9 +45/-49.5 +45/-45 45/-67.5 +45/-67.5 +45/-65.6 +45/-60.1 +45/-57.6 +45 /-55.7 +45/-521 +45 /-49.1 +45445/-67.5 +45/-67.5 +45/-62.5 +451-57.2 +45/-55 +45/-53 +45/-49.5 +45/-46.6 +451-45 NOTES: 1.IF SIZE INTENDED IS NOT SHOWN. USE NEXT LARGER SIZE Z All XOX UNITS MUST USE EITHER GLASS TYPE E OR TYPE D ONLY. 1908SW 44THAVE OCALA. FLORIDA 3W74 WWW.CWS+cC 8200 PVC HORZ. SLIDER NON -IMPACT a Z 3 3 aZ3 OWE OWOW 2 O am w Z Z¢f<m I-w WOIyO0 O 0 ul�i 0 2_y ZFny OZa�-i-na UNZop r-aSpOu.i r ;pwFxO_ a Sa�i�3o� ¢NOWNW 2 2X'LNW moo_F a2�Y O W­0 x ¢ W¢ 3-0 N4 58201 s STATE OF z::L 8/Z812017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT. FL 34288 PH. 941-380-1574 lgaruZ :OMPARATIVE ANALYS n i Bw n AAl o�rovaa r CWS-340 E SHEET 1:1 3 OF 8 IMERIOR �� WINOOW SYSTEMS 5 3 0 0 7 43 9 10 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.CWSZC 8200 PVC HORZ. SLIDER P NON -IMPACT 0 Q a 2 3 aZi z Lj00 awow 9 zmzr0¢3m ; I p 3 14 44 t 5 t 4 49 14 49 O i I 6 4 i Fa- ZwF¢¢w p � SECTION VIEW B-B o 8yNiirDw 05 a Hz z O ¢OI-F-C 16 9 00 W QNOJwow 6B.0NN 13 6 �3w a �v Ne 5820t .�A y INTERIOR =roi :9; STATE OF :0lG 10.: O�J 45 ONA,6044C 49 49 � It 0 4s 9 i Z 18 I o 8/28i1017 LUCAS A. TURNER, P.E. FL PE ® 58201 4 1239 JABARA AVE. o 2 NORTH PORT. FL 34288 SECTION VIEW PH. 941.980.1574 ' ALTERNATE FIN FRAME SECTION VIEWS SECTION VIEW A -A ' ox � D�AWN A AAJ 07101/08 bwTo- ITEMS NOT SHOWN FOR CIARRY: CWS-340 E 20, 25. 27, 34.39, 40, 41, 48, 51, 52 SHEET 12 40F8 5 10 9 45 4 INTERIOR 7 �VISThV(4i(U 6 6 0 3 1 0 6 8 7 9 10 6 1M SW 44TH AVE. OCAIA. FLORIDA N474 WWW.CWS.CC 8200 PVC e HORZ. SLIDER NON -IMPACT z z 3 ¢z3 wyS M 2EC.)S 3 6 1 U 4914 81.1 44 1 6 16 4 0 9 9 4 1 4 O Qy;�0U:3m I ZX2<WW`OO pzo U o,o.dlx-a SECTION VIEW E-E O z Z Ozj�ZOyzJO- g 0.0 6 6 F¢a>O>FI--eOz {-11 6 0�Im.0 iw ZNd ONH 11 ax¢i 0 W.0 H n ¢3pw,N 9 6 a 10 .y pKOREWTrG'�i SAGE NSF.:,`Y�i ,�i7 INTERIOR `t� + •'{= 43 �94, 9T4TE OF �1Y+ O•�'.f fVli 1e ONAI 49 tU y f� 46 16 82B/2017 12 LUCAS A. TURNER, P.E. FL PE f 58201 4 1239 JABARA AVE. o NORTH PORT. FL34288 2 SECTION VIEW F-F PH. 941.380-4574 e ALTERNATE FIN FRAME SECTION VIEWS SECTION VIEW D-D XOX AAJ 07/01/08 CWS-340 E ITEMS NOT SHOWN FOR CLARITY. 20, 25, Z7, 34, 39, 40, 41, 48, 51, 52 SHEET 12 SOF8 3 H-6D31 PVC FRAME FIN H-6028 r_2 31I6' 1116- PVC SASH MTG. RAIL H-6027 1 W16' tt 1/Ifi' PVC SASH TOPBTM HAIL H-6DO4 1 15116' 9 15/B- L _ PVC SASH SIDE RAIL H-6028 5 21i3' 1/I6' FIXED MTG RAIL H-1836 CORNER CONSTRUCTION CORNER WELD (ALLSIDES) 19 FIXED MEETING RAIL SCREWEDTOGETHER WITH OUIERFRAME 1:8 I IW' ,n6/16' I�11/g�y 1/I6' 11IN'y St6', 1 itl6' 314'''''''��jj 7R6'-I T 1/Ifi' -I---� I 8 {� L�1/16' ROLLER TRACK S-1776 HORZ SCRN ADAPTOR S-6013 VERT SCRN ADAPTOR S-6014 REINF. SBRBSR S-1498 REINF. SASH MTG. RAIL S-1497 WIS.-M vic• LInv i/4• I 131J T�6• 1_ IW 3R8' 1 1 31� Tp �_0 SCREW SUPPORT PVC FIXED RAIL COVER S-6063 PVC GLAZEBEAD S-6054 P-3113 NOTE: ALL EXTRUSIONS ARE ALUMINUM B08.3-T6 UNLESS OTHERWISE NOTED. IDW SW 44TH AVF OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER NON -IMPACT a ? 3 ,,O i woo -t= o ¢90i�aoa3m <¢,002 = Zp0 0 LnI d wa NZ OZ ON rOu.0 Q Q�aOWOFOZ FF6 22ZyU ZN W 0O6N 013LNW 6 2Nd OJNI_ R Z~It WWN No 58101 k STATE OF zlr- 8/28/2017 LUCAS A, TURNER, P.E. FL PE # 58201 1239 JASARA AVE. NORTH PORT, FL34288 PH, 941-380.1574 BOM AND EXTRUSIONS A / 4 CWS-340 E AL SHEET 1:2 60F8 Ji MAX O.C.ITYP.1--- O SASH 6' MAX ITTP.)� 16' MAX. O.C. (1YP.) 0' MAX. O.C. X (TYP.) ANCHOR 0 MIDSPAN— (TYP.) 4' M 4' M I' IN { 3 TYP3 11 3/16 MAX. O.C. MP.) 0 FIXED .I, I EIX ANCHOR LAYOUT -(FLANGE) ANCHOR LAYOUT - (FIN) f 15' MAX O.C. TP.) 6MAX RYP. 2 fiMAX T_Y �E 1^3- (TYP,) 10' MAX D.C. (YP) O X ANCHOR LAYOUT - (FLANGE) 4' MAX. (TYP.) 6- MAX O.C. (TYPf 4' MAX, MR)-F 6' MAX IL O.C. J (TYP) O X b ANCHOR LAYOUT - (FINI 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER NON -IMPACT a_ 3 3' az3 O O NW�CI 202 mC I­W zr3fi 6�:9V ¢¢u'00 Z U ylyza FF u~in ODUIn?JUN 6 QO�1 zu 2 000 �i�30g ly L¢DNO W4IW ice¢ w3wvN a ° ¢ d No 58201 t STATE OF NOTES: 'h4linnoa"" 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. y 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT. LOAD BEARING SHIMS SHALL BE ix CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. - 3. ANCHOR TYPE. SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 8. 9(M/ 017 4, ALL INSTALLATION .ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A. TURNER, P.E. BE PROTECTED TO PREVENT REACTION. FL PE 0 58201 1239 JASARA AVE. 5, INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, FL34288 SPECIFIED IN TABLE 1, SHEET 8, PH. 941-380.1574 H lI 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR C.ONCRETElCMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS. IF USED, INTO SUBSTRATE -1X BUCKS ARE ANCHOR SCHEDULE M OPTIONAL. NOTES 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED OETWEEN ALL FASTENERS: 3'FOR MASONRY, 1" FOR WOOD AND METAL, FAN c A B. WOOD OR MASONRY OPENINGS. BUCKS AND BUCK FASTENERS SHALL BE PROPERLY OESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. AAJ 07101/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE, SHEET S. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. Y. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-340 E FMA/AAMA 100IFIN WINDO'WSL FMA/AAMA 200(FLANGE WINDOWS), FMAMDMA 250IB0%WINDOWSL FMA/AAMAMDMA 300IE%TERIOR DOORS) A SHEET 1:40 7OF8 e TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLET SEE TABLE I MIN. EMBEDMEI PERIMETER SEALANT SEE TABLE 1 BYINSTALLER INSIDE AND OUT SEALANTBEHIND O FLANGE BY INSTALLER 1/4' MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLER q VERTICAL SECTION TY B PICAL SILLANCHORAGE MA%. SHIM %B\ HORIZONTAL SECTION TY B PZALJAMBANOHORAGE TABLEI: APPROVED INSTALLATION FASTENERS ' FRAME TYPE SUBSTRATETYPE ANCHOR TYPE MIN. EMBEDMENT LAIN EDGE DIST. FLANGE CONCRETE(ZO KSI MN.) W16'FW TAPOON 1.1/2° 1-116° FLANG GROUTFLLED CMU(117 POF MNJ 3/16'169 TAPOON 1° 2' LAE CONIRA " FLANGE GROUT -FILLED CMU(ASTM C-00) 3/16' ELOO ULTRACON 1-1/4° 2.1/2° FL NG _ n6'L LCO ULTAACON ""9a7H'.'"� 1•.'•.a 2Ye'+y,P•-4 FLANGE P.XMN. SOUTHERN FINE(G=0.55) P10WOODSCREW 1318- 7/T FLANGE 16 GAUGE(0.060') MN. STEEL STUD 133 KSI YIELD MN) 910.16 HILT] KWK+E%OR RW TEKS SELF -DRILLING SCREW FULL'RIREAD THRU 0.080. 7/16' FLANGE 11W ALUM.(6063-TS MN.) OR 11V STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING/ DRILLING SCREW FULLTHREAD THRU 0.125' 7/16' FN IMMN. SOUTHERN FINE (G=0.55) ISSWOODSCREW I 1-11v 1 7/16' MIN. EDGE DIST. SEE TABLE I SUBSTRATE I9110 SW 44TH AVE. 1N'MA%.$HIM �BYOTHERS SEETABLEI OCALA. FLORIDA 34474 W W W.CWS.CC 8200 PVC HORZ. SLIDER SEE TABLE NON -IMPACT PERIMETER SEALANT ¢ Z S ¢ w Uj 00 a w O W BY INSTALLER INSIDE AND OUT D 3 NSTAl1ATI0N ANCHOR Z 1Q1--uOi>•ox3m Zim<¢w000 SEE TABLE I O O 0I 06¢tl..T,: U//IyZdHJT/1 SEAANTBD11N0 FIN BY INSTALLER < Z-N 0(D ZrNe mO- 0 %C� HORIZONTAL SECTION e 2 I= O -4.� 0u QL)F CZ TYPICALRNANCHORAGE HEAD AND GILL SIMILAR FOR flNINSTALLATION ¢ ¢O¢a�i30� ¢ zLow 0f id ¢OWN WIQN w~K3w a o"'P140REH, 41. J�S: `G ENyF4�� f fir; y erg =l : g9_L, STATE OF W; /Z- 0 S/2872017 LUCAS A, TURNER, P.E. FL PE B 58201 PERiMETERSEALAN' 1239 JABARAAVE. BY INSTALLER NORTH PORT, FL 3d288 INSIOEANDOUT HORIZOMAL BECTION PH. 941-380-157d ( B BO%FRAME INSTALlAT10N e �'- HFAD AND SILL SIMILAR FDR DO%INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE.FLANGE, TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: o N DATE. AAJ 07/01/08 -MIN. 1/4' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER, E -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 1:0:W3=,340 SHOWN FOR FLANGE WINDOWS. SHEET 1:2 SOPS a0L4 CW wR Al •pm� ]Cro_ .<M N,K �SQ IdliC b A2 oa A3 o A4 as0o 00 rB3 B2 S4 B1 OPTION HDWE FAMILY LOCKING HARDWARE DESIGN PRESSURE Al MORTISE LOCK SCHLAGE: 10000, LSUD SERIES FALCON: M SERIES +70/-70 PSF Bl A2 CTUNDRICAL(SOREO) LOCK SCHLAGE: AL. ND, A FALCON: T, R, X,".H BZ SCHLAGE F•SERM S (FDL)1 0140181ULO WITH B88M382 DEADSOLT SCHLAGE F(A)30M82 HANDLE ITIWRH DEADSOLT A3 CYLIme (BORED) E•BOLT SCHIAGE F(A)JBMBR MANplS3ET WiTN SEADBOLT %TICAL LOCK LOCK SCHLAGE=0 DENIEDj521Q=IfZTMBQ OR HID09FRIES (lHSpi16&18WI88) RIES (AUXTH OROLOCK N�'� INTERCONNECTED), INTERCONNECTED ENTRANCE LOCK EV-67F CENTER J4IERIES(JETINI 63 HWN DBOLT(IES(JD5B/87)pEAD9DLT JNN3ERE3 HANOLE9ET WITH DEADBOLT (JHGMZ) BROADWAY U�ERIES(U10140(51) WITH BIDBMD62DEADSOLT U1050110B2 PASSAGE HAKDLE9ET WITH DEADBOLT 84 MORTISE EXIT DEVICE MONARCH:IB.M +70f-70 PSF i _ R E V I S I 0 N S ➢ESCRIPTIDN GATE gPPROVC➢ APPROVAL ➢WG OY25/OS REVISED NAME JPU 11/01/l2 SCANNED BY 5t. Lucie County 3 3 6i 1 OPTION DOOR MODEL A L.B,TAREZSEIDE9 FLUSH B CEGERaEEEMBO93EOPANELO NOTES, I. ALL DIMENSIONS SHOVN MAX, AND TYP. FOR ALL DOOR/FRAME REBELS 2. ANCHOR REQUIREMENTS, SEE SHEET 2 FOR APPRpVED ANCV AND INSTALLATION. a HINGE REQUIREMENTS. 4.3' STD VT. MUL WIN. 3 HINGES) BUTTS OR CONTINUOUS HINGE FOR DOOR OPENING UP TO 7'6' HIGH - MIN (3) HINGES FOR ➢OCR OPENING 7'7' - 0'0' HIGH - HIM (4) WNGES 4. SEE SHEET 2 L 4 FOR AVAILABLE STANDARD OPENING SIZES AND SPEC"CATIDMS. 5, HARDWARE INSTALLATION AS PER MANUFACTURER'S INSTRUCTIONS. 6. 4' FACE HEAD IS AVAILABLE, 7. APPLY CAULK AS NEEDED. 0. WHEN WATER INFILTRATION RATING IS NOT REQUIRED USE ONE ROW OF P3074 WEATHERSTRIPPING PER JAMB AND HEAD. INSTALL PER SHEET 3. 9. SEE SHEET 5 FOR VEATHERSTRIPPING OPTIONS TO MEET WATER 7NFIL7RATIGN SCHLAGE LOCK COMPANY, LLC 11019 N. PENNSYLVANIA STREET CARMEL, IN 46D32 WIND AND MISSILE IMPACT RESISTANCE UB/TSERISS SZ SERIES 1-3/4' 3'0'7'0' SINGLE DOORS FIMUME F.T Nam S054 2- SHEET I OF 5 B NTS I AUTOCAD 1 L F, _ f f • � MIO,pIWT AUP a= WALL p 9 v S 2 pIDR 1 1/4' MNC T --fitmox-oz �,,p ZT51 ni ,I- RIO t 0 3A v W/r IMBED."? RAW (Locumn RED MD'D ONMM 0' "I SUEDm READ =m . KM BALL LTR DESCRIPTION A APPROVAL DRAVM Y"F B REVISED NAME in 10 fa,� W DTEROR FOR OURSWG WZ w MR W6WM0 DOOR) WIL MTALLArw ",m) .fTQ %, ry J&W BASE m0ioR IMAS Bk$E ANEKOR wanE) OR ADUNSTAGUE) M MX(TMLE) APPROVED II KOlE6 I. WOOD OR STEEL MUST as nE$KWEVTO 3 INST4LAIDON W�noNsl SDI 105 RECOMmaxam wv�nCONFORMTO rnm5mcnom MR 6� F�MEV, AND A4=HJ A115-10 lWEAU.AWN OMle M, W,Rsmo RMDW,R, SCMLAGE LOCK NYTLe IOi'CnNSA�iEET CARMEL. IN 46032 ANCHOR DETAILS / MOUNTING CONDITIONS SHEET 2 OF 5 D I WELDED " U/ 'SUA' SET—UP AND ARC —WELDED ASSEMBLY RUSS HEAD NOTCHED HEAD SITS ON TOP AND BUTTED BETWEEN JAMBS OF NOTCHED JAMBS TIM,r 1 AVAILABLE FRAME CONFIGURATIONS 'MU' 'MULTI —USE' SERIES ASSEMBLY FRAME SERIES JAMB DEPTH AGsSRnSrnN TABLE 2. S ASTM A1DOS A14A1011 DAIv. mo M24 3Uf,3e ASTM Alb 5.75" MIN. HINGE JAMB APPROVED I JPD HEAD —f 2' MIN. —i 4' MAX 1.94' 0.625'J VARY -VARY I STRIKE/HINGE JAMB ffATHERe_TRIPPINO OFTAIL WHEN WATER INFl TRATION' Iq NOT RFCUIRFn (ALL DIMENSIONS TYPICAL EXCEPT WHEN SPECIFIED) NOTFs, 1. FRAME CONSTRUCTION 1.1. MINIMUM JAMB DEPTH — S 3/4', STOP HEIGHT — 8/8' 1.2. FRAMES AVAILABLE AS FLUSH (F—SERIES) AND MULT—USE (MU —SERIES) (SEE TABLES) 2 FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 2. SCHLAGE LOCK COMPANY, LUC 11819 N. PENNSYLVANIA .STREET CARMEL, IN 45032 ATTACHMENT S05-012 SHEET J OF 5 I CORE OPTI S SECTION A -A SECTIM A -A (A) POLYSTYRENE (H) POLYURETHANE CC) STEEL STIFFENED (D> HONEYCOMB EVANDED POLYSTYRENE FDAN EUM M N200 NAY SHAPED SECTIM 20 60. MRAR PAPER. 12' CELL ST GRADES 54 AND 66 DENSSTY, 2D LBS/CUFT MM VE MD 6' O.C. TO INSIDE DENSITY, LO LB/CUT DF FACE SHEETS HAT SHAPED STBTTMERS TO BE VELISD TMETI AT TOP AMD EClTCM ➢ElAfl A �D40' T—LTS _�swr-cLncn H FEN S 4' AVAILABLE DOOR CONFIGURATIONS TABLE 1. (SEE NOTE 1.) DOOR SERIES CORE MATERIAL MAXIMUM DOOR OPENING SIZE SKIN MATERIAL WIDTH HEIGHT DESCR. GA. IN. THK PER SHT.7 HONEYCOMB CPS 18/.044 L POLYSTYRENE 310' 7'0" GALV 16/.055- POLYURETHANE 14/.070" 18J.044" B STEEL STIFFENED 3'0" 7'0" GALV i6 . .070 SL/S7- HONEYCOMB POLYSTYRENE 3'0- 7'0" CRS GALV 18/.044° 16/.055° POLYURETHANE T MINERAL FIBER 310" 7.0- CRS 18/.044- GALV 16/.055" ib .D70° POLYSTYRENE/ 3'0- 7-0° GALV 18/.044' HONEYCOMB 16/.055- TABLE 3. CRS ASTA A100B MRS ASTN AID11 GALV: A60 ASTM A924 M. 304.306 ASTU A240 APPRUVED I A APPROVAL '" YHFPD p8/26AOS I H REVISED NAME J1401/13 1 A --�� A iF' ff (F) EXPANDED POLYSTYRENE FOAM (E) TEMPERATURE RISE CORE BY ATLA&%DEH9TA'{T:0 IB/FT' g KNEUAL AND FIBER BOARD OR P0.MSOCYANURAIE 4100 DENSITY, 17 f 15 LBS/CUFT B)'.FA3[tAM, OFN9TY;2 /fT' 3136�. NOTES: Y 1 •' -r 1. DOOR CONSTRUCTION 1.1. MINIMUM DOOR THICKNESS — 1 3/4'� 'I 1.2. DOORS AVAILABLE IN FLAT AND EMBOSSED' ' SURFACE MODELS (SEE TABLET) 1.3. ALL DOORS ARE RUSH — NO UTES OR LOUVER$ ALLOWED PER THIS APPROVAL 1.4 OPTIONAL DOOR VIEWER PREP IS ALLOWED WITH MAX. HOLE 05/8- (SEE DETAIL O ON SHT.5) 2. FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 3. MINIMUM YIELD STRESS FOR STEEL IS 44600 PSI, SCHLAGE LOCK COMPANY, LLC ---'- 11819 N. PENNSYLVANIA STREET CARMEL, IN 46032 =iiLYt,IDH T n-eamuDrs-- ---_.-------- MDR CONFIGURATIONS CORE OPTIONS AND --- AND MATERIAL SPECS. SHEET 4 OF 5 r 1 I-3.91--4 13.9+13.9 1-3.91��Im¢1 I I I RIGID SECRON 0=1 NOTE z MAX,j—F 0.755 EESEENOTED. OFA4-SEAL DOOR SW 0.50 0.13 T1 5.00 --� © ZERO INYL 050 SERES THRESHOLD MTM NEOPRENE BUMPER I - 0.50 0,25f1 O PEMNO ZOM5 SERIES TRtLS10ID MTH ENCORE VINYL OR PRE SEAL I 0.50 0.25 ' _r ©NATIONAL GUARD IN SORES TI MOLO WIII SILICONE V / OR NEOPRENE BtMPM 0.500 025 5.00 OVURABIE NLT-MSMV SERES'THRESNOLD aExmLc� 0469' SCM-RIGID 40.� 1 / 0.08 JI--0.50D--I RR-mT SOU`-AW NATNOISINPpgO PETAILV DOORMEWER IN -DOOR PREP DETAIL TOP OF DOOR/HEAD WEATHERSTRIPPING 1 004i25' MAX. AVAI LEMEW IVES USES, U697, Lam 700, U700 TOP CAP 4 DEXTER 697, 098 ADDITIONAL REQUIRE ONLY WEATHERSTRIPPING HARDWARE D.u• REQUIRED ONLY WHEN WATER INFILTRATION 19 NEEDED DOA• DOOR BEAL @ ZEROPARTNO. 8144WFS rSA"w T'P COORSWEEP SMS SURFACE MOUNTED ALUMINUM t75- s9R WITH NEOPRENE ex�.u— D4a DRs- -0D7• @ZERO PART NO.536 @ZERO PART NO. 139 0.A Iow DI \ 1,3M 1T OJY J-0nw0.+cmv R•�'vPFiRPO Osr O RAIN DRIP O ADJUSTABLE STOP ZERO PART NO. 11 ZERO PART NO.475 LTR ➢ESFRIPTIGN DATE APPRiTVED A APPROVAL ES YMF OS/25/05 8 `REVISED NA14E JP➢ III/01/13 1 11I; RE. Be, BOTTOM OF DOOR WEATHERSTRIPPING DETAIL'F I AND BILL INSTALLATIONHR4GEJAMB- BDfiDM,� SWEEP INSTALLATION 3 i O m HEMSE MUTT AAGGAval CLOSER V= \ 8 rm /1 HEAD AM JANAS 0.375' FLOOR CLEARANCE NOTES: 1. SLOT LOCATIONS MAY VARY WITH DIFFERENT DOOR WIDTH. 2. DOOR SWEEP RIGID SECTION IS MADE OF PRO —FAX §PO-199 POLYPROPYLENE HOMOPOL,WER 3. DOOR SWEEP FLEXIBLE SECTION IS MADE OF SANTOPRENE #101-73 73 OUROMETER — SHORE A SCALE SCHAGE LOCK CORPANY, LLC 11819 N. PENNSYLVANIA STREET CARREL, IN 46032 DOOR OPEMNG ACCES$ORIEB BOTTOM SW , TNREM01.15 AND WEATHERSTRIPPING DETAILS TO MEET WATER WLTRAnGM 012 SHEET 5 DF 5 METALS, INC. 10200 EASTPORT ROAD JACKSONVILLE, FL 32218 904-358-8366 WATTS 1-877-358-7663 (ROOF) FAX 904-358-8285 TAS 100(A) -k INSTALLATION METHOD Millennium Metals, Inc. MMI Off Ridge Vent with Permanent Baffle - Attached to Wood Deck 8" WIDE OPENING (MMI RECOMMENDS A 3" OPENING, SEE TABLE BELOW) VAIpelE IENG THS ISEF TAg� I TYPICAL FASTENER(S) - 11 GAUGE RING SHANK ROOFING NAIL OR - #10 MIN. WOOD SCREWS VENT TESTED WITH 11 GAUGE 1 Y" RING SHANK NAIL, 8" O.C. TO PENETRATE DECK BY Y16" SfCG�'eY�FO _ CO. LJ SIDE VIEW )FF RIDGE VENT 3 Y" FROM FLANGI TO OPENING ATTACHED BAFFLE: FIXED BAFFLE ON VENT SECURED WTI APPROVED FASTENERS 8" O.C. MMI OFF RIDGE VENT RECOMMENDATIONS LENGTH CUTOUT NETFREEAREA 4 Ft. 3" x 46" 138 Sq. In. 6 Ft. 3" x 70" 210 Sq. In. 8 Ft. 3" x 94" 282 Sq. In.. 10 Ft. 3" x 118" 354 Sq. In. u• � �wunuu ue�w� c •uw