The URL can be used to link to this page

Home My WebLink AboutProduct Approval W err BC S dome 4 9 In I Uier Re9tsiration ' HOT taptcs" : Sutimit Surcharge' Slats&Fbt4 NbiicaUOM ;COritbc PrsrductApproval d/I�r�' tr5ER,Pool r U�r- WED Co COMPLIANCE �2PLBY 34fiiL4 s,;E ac+act oirAdr+jj5eSt3l�m t+3N>£lisblscaC�On Task a APPIicAhen D.tnir ST. L CIE COUNTY FL# �FLi2246-R5 ®®�Od ��[ `(�( Appl+cation Type;' Revrs Code v ersion 2020 Application Status ApproVje 'CUIR1Ment5 Archived i f rcdu"et,Manufacturef Expert Shutter Services;;Inc. Address/Phone/Enrai# 1628 SW i3rlkrriore ST .PorL.St.-Lucre..F"L 349$4,, (772"871 1915!'Ext406- callexpert�n aol,cotn; . Authorized Srgnatgre Niicliael-iieisspliberg= - - �allexpert�aol corn;.: �` Techrilcal_Rep'esesitative. ;mkhaei t elmihberg Address/phane/Erriail. 1626'SN!B+it+nore;5t #ort St lucre FL.34984 I `CaitExpert@aol eam Quality Assurance Representative Michael:.Herssenberg :""a ress/Phbh6/Er4;flf 3626 SW 8tlmore :. :Port St L'pne;-FL 34' {77Z}[871 i914 Ekt 2�6 DailExpert a aolscorli Category• Shutters Subcategory Roll up Compliance McEh.od Evaluation Report from'a'Fiorida Regis red.Archited.or a Licensed Florida. ; :Prnfessr;onai Engineer r Evaluation"{Report 'Mardcopy A,ecel ed: Florida Erl sneer 6f,Architect`Nanie'Ao-developed the>"4�Ialter A.TlN+t Je-P'E. 11 I t Evaluation,Reports aFforrda,L"icense AE 44167 Quality Assurante Ent+ty:., Nat+onal Accredrtat+on and.Management Institute' Quallky;Assu@nce:Cgntra4 Expiration Date. -12/3112021 Val+dated'�Bq Bohn W;Knezev+ch,fEI Vandatran CheckUsi .Hardcnpy,RecJ Certificate of Independence 'i:12246 R5"C I L01' vg_20�064.�: Aererenced Standard and Year ofta Sndard g (. ._ }. ASTM ig=19§6.j 2012. .: .AS,201' , 1994.., TA5.202` r4994: 7A5 203 1994 . Eguivalence bf:Aroduct-Standards C%rt,fiad`By° Sections from the Code prodGct Approval,Method 'P9ethod T Option D,,• I date Siibmitted:' 08J04/2020" fJ i YaWated 08J19f2Q2Q 1}atoP4nding FBC Approval::< 08f1912Q20 . . Date Approveii - i10/10/202T, 5iiriima`"` of Profuitis� . Oe' Z246:•1. Nautilus Rotting Shutter S"stem Eft alU I^y �riinum`Nautdus;Rollilig'Shutter Systain Limits of Uses° Installationanstrucbons 'Approved for:rr a in HVHZ Na : f112246 RS,..1 �Xpert huger Pi D Wrwg 2 �764.�f AAp'rbved far use outside HV.Mt, es �ferifled By: VtialterA..Tiliii Jr',PE P!r 44167 Impact Resistant Yes Created by independent Third Part}+ Yes design Pressuie 416dkpw. Evaluation Repots r Other-State Missile Level°"D""uvind.zones ,.Z,3 and>4{basic ,FIJIM.RB';AE ExnerLShutterPER Orwg 20 QC4apllf protection only) Pressure.rating:"E30 30;p.s f at'Z0"-f) span; Created by lndependetitThird"Party {wall mounted},agd+ib0;-160 p.s:f at 8'-0"span{wail :mounted}with,11. slip See"sheets 15 16}and 20-for+ 64itional pressures and spans. S�,t�� :;�5oir3iair5tilneRoai9:'�'p11a�aK :ef'�' 23 ppitone'8'S0•��i7`f82a Ttie 5tato 4E.Pibnda is ari-tiA/EEO erriployet.c�,V-pant�601-s02 Stgte�,f Flonda ,'(+nvacv5tatement.,;Aa¢gs�l�iNtvS�tement PrEund Statemw, . UPdar pigrida lain;email addresses are puWid;records;Ifiyou do eot,G+ant yobre-mail address reiealed"rn response,to a pybhc-records request,do hot.`send eiectronlc.. rtsaii inthfr"entity:Lnstoad contact offiteti'y;phcna or by trgitto ja i mail.lE-you havo,any'gtiist€ohs,pleaseI tact esd 4r3Y_L395:,'pit nt to 58;tion a3Fkrida Statutes,effie Vid Octo5er`2 3812,,Ikensees licensed uhder.C'itaptep4SS;.F5 must'provide the depzlrtM0 t'With an"eroall address f tf+ey have octi9 The eme`ts° = >pzoyided-r- Pe used:for ofrajal-comr�unicaticn With,the[Iicenseo.However email address+ts are put+iic'retord'df.'you do not-wish to suppl?.:a porsonal address please; or de theDepartmebf tvlth,an email address`khich can be made available to the public To;datermitie If you are a:itcens unGer Chapter 455 F 5.,please dickilSG6..;_" . - Rroduot APPravol ALiCitEpb I,. r I GENERAL MUM 8.ANCHORS.SH%L BE INSTALLED FOLLOWING ALL OF'THE RECOMMENDATIONS AND SP£CIF AMONS OF THE'ANCHORS MANUFACTURER. THIS 9.ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE A&SPECIFIED ON APPLICABLE SECTIONS SHOWN'ON.SHEET"9. 1.VERIFEDD FOR COMA :TIN�DA14CE WITH THE 2 PRODUCT(70#'EDRTIONI O�THE F OP.E.,DBUILDINO HAS CODE. NATTLUS:ROLLING SHUTTER SYSTEM SHALL,NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES 0AW-WE 3/8'ext"1/4'CALK-IN.S MUFACTURED BY DISSN.T. WC. . -jaRowARD COUPit1E5). 1/4'ox3/4'SOUL-SET MANUFACTURED BY ALL..POINT.INC. 3/8-0 KY'IK BOLT TZ MANUFACTURED.BY HtLTL,INC.. DESIG :(L g£N W016 LOADS:SHAL DETAINED AS PER SECTION:16090F THE'ABOVE MENTONED CODE; -5/1016 TAPCON MANUFACTURED 13Y IDE%:INC FOR A.BASIC WILD SPEED AS REQUIRED BY T1tC•IUPo".,OICRON WHERE THESE SHUTTM WILL BE awsam _ FOR A 07R£CR1OfUU nYrACTUR.Kdm0.85.USING ASCE 7-16 FOR INSTALLATIONS UNDER 2020.FBC M)NtAiUM EDGE TSPSTAir'CE AND SPACING KW AlAft MENTIONED ANCHORS SHALL BE AS fN17HYJED MEOW OR AT ABOVE.MENTTON!ED SME.T. AND.SHALL NOT EXCEED THE UAXIMUM(A.S,O.)DESIGN PRoSStA'�RARNCS?19",CATED ON SH4'ISS 15 1f+161 16 a'20.THFdI 26: EDGE DISTANCE'AND EUSEDM£NTS ARE BEYOND'ANY FINISH MATERIAL IN ORDER TO VERIFY THE ASONE CONDITION,ULTIMATE DESRt WIND LOADS DETOMIIIEU PER AS'CE 7-16 ' FILLED OR SHALL BE FIRST REDUCED TO AS:D.DESIGN V4KD.LOADS BY MULTIPLYING THEM BY 0.6'IN ORDER TO ANCHOR. .SPACING 6 loca EDGE DISTANCE 0 TOOX CONCRETE'EMBEDMENT CONCRETE BLOCK TO COMPARE THESE W/MAX.'(AS:D)DESIGN PRESSURE RATINGS tNDICATED.ON SHEETS 7e THOU IS&24 THRU 26. 3/8"oxf 1/4'CALK-IN 3 3/4'" 4 1/2- -1'1/4"GOOD ptT). NOT ALLOWED Z IN ORDER.TO VERIFY THAT COMPONENTS AND ANCHORS ON.THIS P.E.O.AS TESTED WERE Nor OVER STRESSED,. 1/4"ox3/4 SOLID-SET 3' 3' 7/8'(3000 PST'. NOT ALLOWED A 33R INCREASE IN ALLOWABLE STRESS FOR WAND LOADS WAS N9£USED IN THEIR ANALYSS.FASTENERS 3/6 0 KWTK SOLI TZ 9'" 4 2 1/2'(3000 psi) NOT ALLOWED SPACING$TO V=9 HAVE SEEN 0MI MNED.IN ACCORDANCE WTH K04.2010, . _ ` 5/16'6 TAPCON III 3 3/4" 3 1/8- 2 1/4'(2999 psi) NOT MEOWED NAUTILUS ROLLING SHUTTER:SYSTEM'S ADEOUACY-FOR IMPACT AND CYCLIC'RE5#STANC£'HAS BEEN VE+UmD IN: Ptt(.c33#.E'.SECTIONS,SH6iYM:ON SHEETS L4: . ACCORDANCE WORE SECTION 1609.L2 OF THE ABOVE NEN170NED CODE AS AAERICAN TEST LAG OF SOLJ7?T 10:ANCHORS REQUIRED FOR MULLION,CONNECTIONS SHALL SEAS SPECIFIED ON AP FTARtDJ�REPORT,('1030.01--06 AS PER'ASTM E 1996;£:MG AND E 330 STANDARDS,GUAUFMIG ICA, I1., 7#R 1I, m 13'&13F. WSTA11AT70N5 FGK WIND ZONES 1,Z 3&.4,MISSILE TYPE D AND ONLY APPLICABLE TO aksic•PROTECTpN _y.pgK BF}1,T TZ EXPANSION A.NCFtOR.MANUFACTURED 13Y FDiT3, INC.'NSTALLATIONS,AS DEFINED BY SECTIONS 6.2.1.1.6.2,1.2 AND 8,3 OF ASTM E 1990 SEE SHEETS 19&20 -+MK f SCREW XPANSI MANUFACTURED 6Y TUREHILTI. INC. FOR ADOtiEG*1AL UMRATPdNS.. -WEDGE-BOLT ANCHOR MANUFACTURED BY DEWALT,INC. 3,ALL ALUMII4UM EXTRUSIONS SHALL BE 6663-T6 ALLOY(UNLESS OTHERWISE NOTM),SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPACING-FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. t.ALL SCREWS_iE7CCEPf END RE ID4FIGIN SCR_EW_C j_TG BE STAINLESS STEEL 304 OR 376 SERIES iWTH 50)Wr EDGE DISTANCE AIR EA!BEDMENTTi ARE:BEYOND ANY FINISH MATERW_ _ . YIELD STREIF AND 9O ku TENSILE STREENNGGiTtHi QR.CORROSION RESISTANT COATED CARBON STEEL AS PER ON EMBE4MENT.O,TROUT FILLED OR - SO4T8.ALA..S.D.S.ARE TEA(-SCREWS MANUFACTURED BY trAr SnLDEX A SHALL COWLY W/ pT_OROk BU.UMG ANCHOR' SPACING?S�iC>O� EDGE:DISTANCE aq'A Qi3X CC2RCRETE CONCRETE BLOCK T:Ot>S'SFI:TGAI 741T.3.3.4: 5/4 P KWTK a'+7,T7 TZ 27' 9' 4 3/4'(3000 pm) HOT ALLOWED' . 5. BOLTS TO BE ASTM A-S07.GALVANIZED OR AS 364 OR'316 SERIFS STAWLESS STEEL WITH 36 ksi MINIMUM 1/2'6 KWHF_G06T7Z 22 1/27 7 1/2- 3 1/4'(3000 PSI) NOT RL3.Lh4ED YIELD Sfr7EHGTH: 3/8 0 MIYy�i(¢{JL.:TZ 67 4 3/8-' 2'(3000 PSI) NOT ALLOWED 3 -0 H13�1 *.RLW 4' 5 2-(-Mm PSI) NOT ALLOWED 6.10,0LUS ROU,SAG SHARER SYSTEM SPARS U.S. PATENTS/6.045,225 AND J4409,9P0. 3/8'A WE5ft&ab0 4 1/2- 4 I/2' 2 1/Y'(.=O P5+) NOT ALLOWED'. 7. ANCHORS TO WALL FORD SIDE RAIL SHALL BE AS FOLLOWS: 1/Ya INS-H SM t�W*g 9qT 6`. 6" 3' 3400 PS) NOT ALLOWED 5/B'o 746-H OR Im UT71/2' 7 1/2" 2 1/2-M=0 PSI), NOT ALLOWED (A)IO E)CSTNG POURED CONCRETE:MIN.3000 pal COMPT+ESSIVE STRENGTH: I%THE IRSTALIATN3�#CIMTR CTOR IS TO,SEAL/CAbU ALL PRODUCT'COMPONENT EDGES WHICH,REMAIN IN CON71NWU5 CONTACT WITH THE BUILDING -5/78'o TAPCON XL ANCHORS AS MAHUFACTI O BY aW BUILDEX,IW_ TO PREVENT WOMIRAIN WMLISk7N..-CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -;5/8 d K'ftfN BOLT 3 ANCHORS AS MANUFACTURED BY OILM,.INC. 12.,1T SHALL'SE THE'RC5M45TdILltt ua"aHr.t,TyNt+tA41UT�TO.VECi"ifY IH+E,SOUNDN¢SS,W THE STRUCTURE WHERE PRODUCT,#S TO 13E�ATTA.C,TIED T0. AI)I.uN:k9EiM EMf3f9hIEN7 INTO POUTED CONCRETE SPAU.�9EI INSU+(c I'+QMR ANO1#OR(SGE,T-.E?I910TTUDT SF4ACi 4NLY.8E'A'T'AI:+ILTN,lO.COA?CFil;1TLM':'Ct}YiCRETF.BidTCK LY6Y'.WGKY3 fr'tAh7;b-;FF17LOtNCS. Z 1/4' WIT1t AI1.� MR_5j16'®TAPCON XL ANCHORS&2 1/2"FOR.3/8'0 KATK SOLT 3 ANCHORS. .. ... .. Ti NJ:E?ABED7Ass,AArrrt'WTO STUCCO SHAD BE CDNSID D'AS PART OF THE REODURED EMSEDMENT. A3.714. PRWJCf"5 W66N)43 WSTAALC,COMPLY, SPbrs' TNDa 1TL w T)43S..C>fiAc4`�#tr,°F?4US_ANY 1T0lLOtRt2 AND cOj�'�k RX-GULATiONS PROVIDED 42)MINIMUM!EDGE DISTANCE(E.D.)INTO POURED CONCRETE SMALL 8£: .. E'?N '='ICS'OH W7lQte.eIRMfT•1S APPLEE9.TD. 4-FOR,5/16'0'TAPCON XL ANCHORS,&5`'FOR 3/8.'0 KWIK BOLT 3 ANCHORS-EDGE'WANICE is GEYSN D: F A:.LIFRINO MECHANISM NLX}'PARR'QF'''T@f15,AppFC}YAI:. - A141',TINTS MJ TERIAL.. .. T',,;(a) T)it5 P.E:D PREPAFiEO iYY TRIOS`1'N"#NEEP;E,O VELtIG"ARC.,DOTS(;gT':FR6V;OE•IA MRMAT10N.FOR A 5TC 59?EC#FIL pRO.E.i.r,I.e.'WHERE THE STE As 3)L CASE THAT PRE I-AA'T"STONE,Pft-CAST CONCRETE OR BRICK PANELS,VENEER OR,PAVERS SE FOUND ON � ,MDTTQNS'.DFVIA'M FROM THE PY-D., - � .� r IW,'EG3TNG WALL OR FLOEM.ANCH4RS'50"BE LONG ENOUGH TO REACH.THE MAIN.STRUCTURE.5EHMI) . 5UC{(FAME S, .. '1`b)i:DA7TR1Gt4R)'A EE RFSPONS#T7T.J_'t'4k e7+E:SET.2L7#i1tN FLIRCIIIAS:`_AMA INSTALIA40N AgCLUL G LIFE SAFETY Of. THS,PRODUCT, WED-ON THIS . {}?) HE/ Yb.Ek€5TING S;iT4IfF FILLED CELL CONCRETE 9LOC1C WAIL:ASt6+C-90 #r C,D;PfNJVRkED HESHE.DOES,)apT LIE,VtA;T '� Ctdimofi5'OkTAiL;ED RT1%:THIS ,£N'F oma,•'T Hi'SAfm_A'T SfTE.IS THE -- t:'4F1Tf1ACT4R S' t4"s781LRY:. ". . 6/w;TAPCON XL ANCHORS.AS-MANLIFACTURO BY TW-SLTLITTEX.'RTC,- . .t 7 OERE!?-4AiAt.ID�t AT7ET3LG '.AW MUMS. N,1),M0MUM EMBEDMENT OF 5/16'4 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK --- -- - -- UNT'SHALL BE 7/4'. '(d)SITE,SP;F.CFIC PRGiF;(;*5 SHALL @.c,PRiPAR£D BY A FLC}RIDA RE0151ER•ED FNGitR€EFd On ARL1trTWI HIC44 4L.E!ECi7 ,THE ENGINEER'OF -- 6R2 EMBEDMENT TN STUCCO SHAD.BE CONSIDERED AS PART OF THE RREOUTRED CUSEDUENT: RECQRO'. c,OR)FORTHE}�TROJECT AND WHO*ILL 8E nSPDN&RiZ FOR THE PROPER USE CIF THE PE.O.'EWAEETR Or RECORD,ACTING AS A.O +X5jt1!TiM TU IHE'F r(X ENGINEER H4t.F:,'SiBMT TO"14i6"LATTFY'THE SITE SPECIFIC OR,4ft.Wo FOR,mfE1P; LlN, uUm EDGE D€MTANCE(-6.)OF 5/1VO UFCON XL ACHOR$ IHW GROUT FkL M CELL CONCRETE BLOCK SHALL 8E 4'.[I)CE D&STAHCE 15 BEYT740 ANY flfN SH LTA7lF AL (e)1h15 P.E J H4Li,BEAYR THE DATE Fk0 ORfi{�}iAL,a JTt.Af+O 5 GNA7ThTE OF THE PR6,E55�, -.:64N ii?.OF, . RECORD.D,-S PREPAT,Ep TT ` B-S)•IN CASE THAT PRECAS37 STONE,PRECAST CONCRETE OR BRICK_PAN'ELS;.VENEER OR PAVERS BE FOUND'ON - - TH£..EXL3TING WAL OR FLDOR..ANGHQ)tS SMALL TIE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND '1G..fT€G'CJLLCT A+A1iUFA,C¢T,ir"Eft15 LABEL;SFUd.t BE LOCATED ON.A RT/SprLt�•+txSiGL4,'LOCA7aON'AT F'iLdLILPCT`1W ACCORDANCE V41Nf.S£MN-7709.9.3 OF SUCH.PANE1,5. - - - _ �..FFCAi1fL4 BTfIESIia[G-tL .ONE tA9EL.3h34 L"f ,.PLACID F.UR EVER4}Y OKi�NG. L,�BEI.IN>;:TO Ct3MPLr''2FTHSF.CItON-}7g9.9,7 OF"tHE FLORIDA BUILDING C , :.. •{C)T[3 EY!ISTtNG MOOD'FRAME BUILDING:SPRUCE PINE-•FIR-SOUTH (G-0.36),DOUG7/S-FIR=SOUTH#(G=;O.46)OR ':f• : . , .. JA, '� � SOUTHERN PINE#2 W/G- 0:55 MiN. pEM 4 A TE$ iiOFuL7Li.gE FLGRIOP,b INO COD„ m liglI loc_Ity Hurrlca-n o_ Zone) 9/Tfi9TA'CQN XLANCHO ,AS WNUFACTUPD BY TY DADEX WC. ? „ ... -- --- oRAwn;Br.- C 7)M9ifUuM EMBEDMENT OF TAPCON XL ANCHORS.INTO THE WOOD'FRAME UNIT SHALL..BE 2 1/4'F RfSECAL -THREADED PENETRATION. - .; - RoTITJtg ShnUtrr'SptlL7axl oe/el2rca 'NO'EMOMMEIA7 INTO SHISH M47T;RIAL SH41 BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. ,:1'VO Off�'��An y �c^ .. DATE: 7J•111N111UM EDC£DISTANCE.((F.,D.)4F TAPCON ANCHORS.INTO WOOD S1fALL BE 2"1/4'.EDGE DISTANlOE 6 7Ht '�" `y T#u#T Tcs#1wC&_ auteeRmc.'Out'satYEl P y �T ��' � +,5,ANC. -` BErOR D ANY FINISH LAATERW $] r g, �x.A Taiawai,moo t yr v1'uao tSa 9K Wp7Ts[wrc DRIVd 20-064 St WOE,.FL. C�7'IN EASE THAT PRETA4T STOOD.PRECAST CONCRETE CAR BRICK,PANELS VENEER OR PAVERS BE FOUND ON �Qr4+;- - maa6 1 TA w'A.;;xD 074 n7-o, DRAW G R4 THE r703TiHC WAIL OR fT00R,ANCHORS S(UtIL"".DE LONG.ENOUGH.TO i)EACH LINE LTA1N STidUC7URE BEHIND �S t'O,'<< � %Yu3E¢k- e.,o.0� �+� a� -��- .r v+r SUCTPANELS. r 28 /StCNATLRr/,ibrlE° 2a4ms L A4sa7." #7 #8 49 r. rur . xcti zaer yin .. #4 # : elf' ur !=rtco- g t g } .tE:':.4bs ,� us,.an,.. awr ! �::.�te9sr 4.:, t f P,M.tw' .b '} .F r'q.nss•:. �i,,s. fd4)N£SIDLtTfT.L' r;.. { tVRAk$ .,.. r„,. s rir *�,) , - sanrascw+ac�as r t' a�- n t. > _�� i ,y €Kssu ; s: antii� RTlO } tIA}Z+XJE19fF3A W54W,a'N'nRkS'�' .��..,zAY�•9-� � 6 R ''.i ��i. � �, - 4 1" � i �' & dfi � � t11'5t�R(L�TCYiRii�i.t,C DET9. J FW-2fRZP JS'A� 3iS¢JS;A6 (IV �aIATS ._gat am€ a 5 Ltvr �_ iSYaRtLnataatc - is BASEStI�T sJ3wtw3 .€:.+1.k 7C 1'. _:•< '. F?ETAS;��i,s C'w6YT�� te+21Ca"� � '.-' ��E 6K t 19a ACETAL BUuJ'€lP3Q:tYx awc _.. r a�t �k,� � � � .; .^ f ��J €>EJ•lr;of err :. ' isa - �v.: u+l .Jn�nttsiitic (!E2=.,,E��TGBE, staN.ioieP+�AC[6't ktSJ�"L"iCt3f?F66'�'Y'a<StYttt M+EIlSHiNB E .:BU(LdbUTTUBE Et gll!_ Y�IETAtK Cs5Y D 1 xicp'. ur:.. txcc z �--�-. Ka6tTaddllbFNlMAL[Ov crass aua+€�arw�azrnr' l+J�ST• 'Hi"SJER ,, , :r Jt �#NiGW_f4R A fAf4iLl/afJ _ .�.-,,...,.....a.[AS'........., `�"'»• `�`...-.•. �.ac' ^ `CAWW CrfiL AT)) MURRr7 CA4Sit'MtN1:7J Iib:J MJNRIC9€x ( -� aax•..._ �+°1, 'E #7k11LC5-4[17'"FUSE :i � .J p�y'4CJl 4.tatSSffi1M:JL1.'D•r-,.; t AtCHOR- e. Val t� ntx - if LL '�; ri)3tiOFttl7i Ihtl K 9 8td c BANGN6R- b�tTC/r4AC34JtiiCY TFiAf PE0 ANGLE ,4x8.h1ULLlON G1 4x8 MULLIO W MUC UOPa �s$i t trsxe' :'.POITP41VINUk ALLOY � BOBt,T6nllJi3h'llL1Iti1YI ECaI^76 AI.lRsaNUxthAOV. - BroscuEee.rr f.rir_,:ir:r acnie:xa•.r �utrxa .:. ._ .._. k� ?r'LpFtDR @Cfii!}`Nf Ce(Ilen CtrgiF�4a ociSj!BuaScone Zorn} Tip. dPEX SHi1T1'ER SEIG£ 1NG. .. .�:(] j [+ Y .1. - ms,mw^x:t ayEm a€ut� t68':£Ye Wftl'NOA1.CNL�C . l Y P O N E NT8 * ss�ic ., pexr ycx.rti�kae4 ?tl tl6d �� S€SiiAL 5d6��f,� r-m��k�m� .cm+ r+<c7t;Ox+rirw ss�ss.psw tr*ri aai-dae. '-oR,tts�°eo 5J• STATE l�F xh ti- p ax a mom. an r� . c d.c a rc !. 7C• x �. ' / T47tE/CRTE' a9te5 ,• av1 p ..srtm a r - • a r- t I 14 y a ,t t1 .SiFTEtEND ,b 'a F 0.06 tstO{) i�&TOP},040 M . kJf.�� ,FRI 7.1 tfe��r a Ot { Bd Q1Y1}.. Rl T�llt✓�4•. & v1 Q, SPPtN`iA�Y I7AIL(tvIAIN SE 11O ..�' SML1E RAIL-(COMER SECTION} ,,• I t +4 ". ALUMINUM-STARTER SLAT • SLkTs110 ma a BASE SLAT :1t ALIIUM Bll ` TOR 4 SEARING , .. TdR BRAC MdT BCS TS H�?LlswG,( ACd{$TO'?)FASTENERS sir RaLir,( N s ".,ONF, ' NRE I sbt b E},FASTENERS': i�E1L181 Ns. '1$ EC�D ONAS.S�J'vIBL - 19 �CTAGOt�4LAXLhEAS7Lf��iS ov� .. !�v � dCTAGONAi.ETF�t'tlE CRt)m CSL(� IG ull: —2?� GEM.2t 2 PLRSTf 23 LJiIVERSI�LtNITFt7RtVESt1Ft7 24 6011TM:OG'TAGONAL 113LFR - -- . 6kACKEr W'I H$EMNC -- BOX. END CAFE ASS BMBLY`�{3MpC�NENT S: JOCRY ��te,'td,Ri #. - M � ili tt q�- .1�EN.�`{ �� ,, Rotttsp9'huc[arSpst�m rrayalamPa Ft »� i ¢,� E31T SHUTTER-- INC.rt�a6mwmn� 8&6:58! F1lq(L1N?f'�#1Yf.: �Zftwm f s-ma8 'kSrcoOam w++ raa+a .0 tss8 tiY� nS eTuciw' asnvrwc«a &TrM1TE Q 'rcz cscon�,e ' t wizen x:nuv Piz nur.,a. o. -` <. �'4rF .F��F4VL1 c\` .f sFAdjSgGithttl tE/Rdte• dawn+, q.c,et.,:. aa.mo.r '� lacer a m ie - lt��ff17IL1�4141�5L5 - - --BOX �Y/6 & Y/7 BCX: V/9 0 nE.iV/9 _fj-,l \ \\\ ., OrP\ END: CAP END. CAP t l/ END CAP _ }. , END CAP r. j I 3u75 SLITS g is SLATS SLATS $EArS -SLATS . $LA i� 8 0/8 0/89e 0 6 7.W..._ . - � Ea.CFYP. END) \ , YP Ea } .. „„.,,..- 9dA7S - - SIA A, - ��. f _ (TYP•) j pfo (Tip_ ii SLATS' f W sur5 / x if/<". /�` !, a /✓x/-r/e :�r✓f��: ,_' �.' Siam+BAR PAdN ✓_f / Y J , e f/ „..r k/ r'.%/ �r ✓, � t V/$ r �.>- .. t�,�J(�vcES 6�i;,kc1°L°L5 ac-207 a „•":�• -. - - MU.SIAT Ism AImULES ONP�sHm tYOrE SHEETS':2 do 3 roR�OIetPOP3ENT5 Nt MENctaTtjRe P�GAL SINGLE LIMIT EL YATIOPI �{f :! lIf3TE SkE,'G�IEE€'a;2:'3c 3 FOR. COMPONENTS:NO€dF:NCfJtFFtom;^„ -- -- `� >'- t4rTcf§;ttfleFiT ir'vkiSL�i"t£5�TNV3 it-O' eABIE,70 Ih'S ALL4ttDt7StY�t7 -- - —- -—- ---- --- -- - ---- - SrORN'BAR3�W/,I BARS 1 fl Y(�BrGdrM s;At:r w/P�`S'uit5 Rr rCP",",c�,wr�'et�2>�F=,. rbcR.1z'Fek lifW` kE=kAY bb�r7f.,tKN StA't.U$ma omislliT<Of"AFdFa '(S)SikM 6r TktA SgAr xua# P t1 turzE rate a z a xrs efxan � sue.VAu&E uhsnL�tATnt s�tc �i:ch A?CETEn.,vVR rnir r{ exec SM, ��.Dj.@OT3tkA SSAL{ 6fU5F_6E_.A+Yt6Y 1NW,AUVi 2c 9iUi EB:F1C tt CAf?rEk rtAN t t=d`APFUCAEi[:10 hsta%ti3r+s W/orrJRkl: 9:. •tutC,AhQ W dR.W/D;17[lI.-, wl�:l+ctCf3'S.WiGC:Tp Tt1AN t t-0 `' ..... _ Han$i4�'.� 0locity Hurricane Zdne)� _•. 'y+4{iYg `�� F'WRICR• UlwNic COBP~ ,� fNC:-_. .. .. ,� MAWS 61, (a)cUrta "sPAHr�/ 4 sArs Ai.sd �tt�5wm HY oz.,ts• - ti3ntrs nu : ��P�, �+.�.�•( qy .. 1REWAf DBt�H.EA.^}{gut:_Sf�AJS:i'.0�45Su1'Oatttf,.��fv }t9j 5k'i5 6r Trl3`' :F.,F '; `T^',.�c �!!-Srs�c+ C - ,1'---"'----^ h(4 us wP. .,i1iJMffi'tFt_PRQvEk7€7RE R:§jc4GfNd'StAFS 6ovtetYAROi,{Es:.iPA'`�1 S'.A9°,5W11 .;e^ '.� �Rai clGatS�.s#fin Gs/a/zam�:,.. NnauFn uFr 8sd ssAr s NSTA�d,AM;wtsi Saar a fYSA Ei AtiGM,fdhAL`>di w " _.75 .0 rNe. DATE 5L4F5,fAt35T fauttist+rAt;*t�t?stt��TcttT. �' 041; i, •.. :. S .. Nb,:h+l7iGrN W INO COMPANY R 1dl ES ING..:-PI:Rt C (a)cairaa�Surd auSF sE!d NiiS/N tAUElYY. rE ' r.. r; m-*Ian, 20 06& ~� aaas wmFenEEu STATE,OF C i.<w 6AAwu a'iw. EX POT 5F G sc,au W" nw-ocosTte r�� t roams rAIQ mn uJ( +'U kCQ �D{* wxzttA.. SEAL/SIGNARdRE/QA'[ sx[T Mie.G au� . mw � I , NO,MILLION SPfcmd W— 10 OR W-2 11 OR '(SEE SCHMIE OR Of W-3/t 2 6R.W 4/13 t/ / 0C Of.�.. .. ON SHEETS 24 24 a$B}` I , ® '�"'"; W j/j 0 6R.W-2/t;t OR Max STOR61 BAR SPADf� ldax.N'.1UtON SPACIN.7 K *Rm ( ► 3/120R W 4/136X L fSEE. ?zj (� � V/g O(tna' SCHEDULE oN stuEr scHFAD� r I Y Of'� Of. , g w ON s EE s 24 25 d 21) / `> ,,* w '/ ''• s,1 e.ay / r, ae'�'fF 'If f f As//s/ vsw, END DAP-.` END>CaP ft BdX SLATS f I 11 .. SLATS t 1 ,"-„`"".�: }'2 1 i 4i- 1 i., _ #2 I':E: _...... I 1 .....:.—.. ..._._....:._....,....._ ;!!. `SLATS „j t i I I .":SLATS. _.e.- I E .... 11. .. SLATS of N .� L€ g T5 i 1 f I I h H 8 f _..._ 1 i 4 SLATS :'L .t.._ f !1 SLATS uta i; I E + 05 O ry ( �*--'may'•-'-•---yam-„a. .1 1 f t SLATS. �. ?' ! 1! SLATS Q/8 Q 8 ---- _ "Su 0/B:' `i $ _ 1 I SLATS __. A x w —--. is n (Y1 O e f 1 L .. SLATS E7YP) r R 8 . I t R $' 8•— u i t r .............:.fY/a 13 __.._....�._,.._.. iS{r o _.. or SLATS R/e r H I i ) or . t E rt I € ....-., (TYP. Ea. END �. .. i ::. ._,. ,.._: :; ^ I! (Typ. Ea. ENO) / l ;suTs R/B i : ,::R/g _.. . i SSLArs ' f _ Qf..: i Of ... . I{ ,. _.... L .::....Or t 4:: "OF I, R 8 I( R@ I L! R'/g t f /g TL rn ! pu ! 1 ! - SLATS nt...._.....-.w. , I f`�''f:;,',/ x�JJ/✓v / .,'S "-F` .' /:�✓` F`r''f�.F"`f ; +u, '^"'` `` r `ytF� .: r✓/"'"l i' ;' lW t/1tt oR 1iR ' STORM�ff;sPALLG•=�-� tE1 ,� ,,,,, .(3ET 57HEET•22} :�.( -1' OR 1 Vfa'. 'W /10 R W 3/12 OR W 4f 13 ( 3/12 OR►y 13 T Max SLAT SPAN a MOx Sa1t1 5?AN? Mox SEAT SPAN MLie x:'SlhT BP?A) Mox 5f1T Sf�RM "�nx SUST `fk(: ........ r-..-::... .. (5EL':,S„GIIEQULt5,1TN - (SEE SCHF�JIk"e ("'..EE'5�4iE4:`fl�"ON (SEE SCHEDULES ON (SEE a-Cti£I;JSEa QN, (SEE'SCHEDULES S) ' SHEET.15}, SHEEN t5'Ee•t6}t .' SHEET 15} e�^#L-f=,,t3�, SHEETS 15 Ft'16};� +tlEEf;:_15} •: 7YPI� C_A_N$EG41TIVE IN I INIT, ELEVATION. Ns. E�UTI}( SINci�E Ujd)? EI_E'ATr4 N '' y / ILttJL LIQN-de "lq STO2hI BARS W/:lNtILION. & W j. 5Td ?�tiAS - - ---- --- - -NOTE:-SEESHEE3S_2_&_3_FOR_&ORr`tINEPtIS NOMENCLATURE. NOOTE: SEE SHEETS 2 & 3 FOR'COMPtjNE"T5 k0MENfl0TLQRE:= - -. -__ - -- r PROCEDURE FOR. dj IN�?AI<aT1�.SN GIVEN*`SHUt'1 ,KIC,fI, * CASE T; SHUTTER HEIGHT.EOUAL OR LESS THAN it' D RtrYLJfi<AEiLE tU',WSTAI.LATIONS W/O SCORN BARS,W/STORM[TARS OR W/STOW BARS k•y(U1LJO%.Y/-Nif"Y;Hrs UP TO 11'-0" (e)CURTAIN SHALL START W/#1 SLATS AT TOP,FOLLOWED BT 2,�� THEREAFTER ALL THE WAY- DOWN:•EACH SLAT g SHALL CON515T OF FNE(5)'SLAG CT T;SR7 j+{!A}m PROCEDURE FOR ADDING SLATS DOWNWARD BELOW g1 SLAT SHAD.8E COMrttUE'UNTti,TDTAI.SHUTTER HEIGHT IS 'COMPLEMD.'-QUANRTY'OF FINAL-SLAT-NUMBER-+NSTALlET�-8E#OW I ,,,M-SLAT®.MAY_YARY�VrtR{' ' SHUTTER'S HEIGHT. TIN fLORIDk Bt)tk14WG C60E`(2YaNq r•9UOc!ty Eumcane Zanej (b) BOTTOM SLATQR MUST SE-:ALWAYS INSTALLED.. CI .. .. .. , Q�rw •."f �f��. O'JP20•FiUCCO MtC, f K INUWN BY: ._. +�1 pg�trp�r CASE 2:SHUTTER HEIGHT LARGER TWW 11�O"APPUCABLF,79,;7N51FCLiRON W/O-STORM BAR-,IJ ��y ��, ...'. q•� f9F, Ikii+eF' MA. MULIONS W/HEIGHTS LARGER THAN T.1'-0" V ..•...,.,,„:.. ...... g�jj{�g, t i$ i L pg/onyp' . (a)CURTAIN SHALL START W/g1 SLATS:AT TOP.%oLOWE2 E.TT 7. '.T e.,.THEREAF1fl2.ALL THI&AY d;� 406 , :.:»- S� 'y Y inc -- e GOWN:EACH SLAT'g SHALT.eAN515'C OF FNE(5)SU+T5,8r'>)1hT SLAT 3JUM8ER.PROCEDURE�04gg,,.. ,y ,.' WLUTjVS''Aeta,,7r'EHafrteF'NO.COMPANY �RT � `�' �` INC., AD[NtiC SLATS DOWNWARD BELOW gt SLAT SHPi,I..8E'f.ONh£iUE Uf`'TlL' f0 SLAT IS INSTALLED.,-* „' '." xm nza�es srm set wcwrw �.r_»tea Kim�ti wN.7MOkE ORiYC Z0_d5tl.' 1710 SLAT IS tNSTAlLD,ADDI IONnl g1D SLATS NUST BF`U,i£Il TD't:uiuPLETe THE TOTAL, i.t mtl sii-c¢fe oRIWwO Ne.._. HEIGHT. " �a� , IC' -. TYOai1Q.L UV�441B7 r m.r.•or: (6)BOTTOM SLAT®MUST BE ALWAYS INSTALLED.:..-,.. .._ ..,r..,;. ^.-_ -, �i4:4rlr F „,,,t 6��\ 5Fld./5'DNATUf7ffQATr•, , Mae ¢�CeoY SfE'LT 5 .. 5/16 O TAPCONS XL W/.- POURED-v- .:^---5/16'0 TAPCONS XL W/2'/4'min. 1 x1 xi/s OR 2 t2�1/8 CONCRETE �A EMBEDMENT d T'O•D..006O`GALV. ALUMI4MM Ty'BC 2 1/4 Hm.'EMBEDMENT ! s. ,«A-f f MM OA 0 0'GALVANIZED SMELL 1$-D_x0 060 CALV. / REO 0 STEEL WASHER l9 24'o c r i fir;, �`" .�/ ,�.- Ly 5/16'0:TAPCONS Xl SiiASPi£t? 24'o.e.. STEEL WASHER 0 24'o.C: ^': /f;.' f .�" - - 2 1 4'Min.EMBEDMENT' —_ .. POURED CONCRETE I ) p POURED CONCRETE ,r. � .:� ,,,(((�� OR GROUT FlIS£0�—•''".°''{ OR GROUT FILLED,_. : fry .CONCRETE sL.'fCK' .'t �; 4 CONCRETE BLOCK " ,.,,y "� '4 ,, 'WALL;REQUIRED; WALL REQUIRED. REQUIRED.. ✓� ':. ' '. -- ... "�' . ei ty OPENING M eP NIN I z I EXISTING,f r E EXISTING EXISTING CLASS CLASS (BEO D) 1 < tGBI1cs15O5N-Dr) i .C. ' .(I(BEYOND) e S R .. c�.. SEE ANCHOR .: m �EDUCLES ON m u -^ � H 2 =W .,SCHEDULES ON �:''�""""""" o: SEE'ANCH0,2 9 "'� `.. _ SHEETS Ilk 17 � g� v�s SHEETS 16; 17 SCHEDULES ON --�- (} �'""� ay &18' ' ) § do 18 HCE7S:1e 17 18 ' p Min. SEPARATION y. s Rf�rt. SEPARATION ;: ._ 7�I Min..SEPARATION ) t 3 =d TO GLASSm;,r' � TOO CLASS p �'� m ri TO GLASS x L � (SEE scHEIWLts 'pK R (5£E SCIffDUUS :cR'U ES ON SHEET 15) f ON SL?EEF 15) ON SHEU 14) Dt1ERbR ' x a f j' ^Nc «apt 0/8 POURED CONGRSTE OR GRO .. { €� .✓ w REO CdScE"D '! . UT d 1LLiD - - . LM4::HLnGK POURED CONCRETE CONCR Y f$ €: AIiCRE[ kU`.ObR' w.---•-,,,,,,_,,,,,,_. .,'�I , $ OR.GROUT FKJ:ED '"- L" t WAIL REQLFIRE°.S x .."' �� '- CONCRETE MOCK EDGE WALL REQUIRED- 0 � ram°'' ^"°i � - -- - �_ ) �'✓' 3 �'' �l�G- ) 1��;'., Ii E .§ MIN E,O E 9 1fZ'SIY.)f2 d,OB2'K4'.Ott:,.ALUM. �. ,. ,P�3" a`"= 1; X`fd' - 2k4iiF1A6?'xQC4lTn. 5 6 G A¢COFiS'Y3.fY.(• .? ANGLE W/5/tEx 0,TAPCONS%L W/ ., ')` ¢pORGO OL E S/94`y£TR4tdWS'7{E...W( ALUId.Aiat E� .. / s^ .f ;Z t jq"dl;n,EtAS,E6,{IEN2;®.24'o.C. - A 3 2 1 W Ri§i; E7t8ED�'< .. ¢ 'U P 1 JdIAi}RELYbL- .. .1/•..As± cABE6MENT I WWA LL LL{MMMNf3 FLOOR/CEtIlNCi?TRAPPti 'M6UNTi4G flUtL"UTfaWNTi G} ,. SECT!(3PS�Y l - Hon l�bloeiry Hu rrioone...Zone} :,'FLORtDA 131iY,!{M1G CODE-tjgg �h.. . t1 Edi DRAWN SY.. INSTALLAI'JON` DETAOLS ( N EXlS7 fNG POU , eras ` '�' .. _ - "«a 1. CONCRETE OR GRO[JT FILLED CELL COPIC2ET �a7 a>< G .. ... ., .�.-�_,�,,..,..>.,,.,, L�I� 1E9EINQ'L3.'BNWKLE N4' At _ C. .DATE. LO.Cf BUILDINGS *;' * � �, ,� � P�Rr a ur rcr s zo-064 seas 3jtB'.r t' -a';, STATE,t}f cn 39iA718 LD nxir x�'°on`°:Ti-ate mn an esda';N nRAwuw xo ' :'p MV 1��t7F DATE ix 4s16J oa.,rw ,SKEET 6,W'x� . . _ '•ritJAy�lot1101 �� _ 0GSTING WOOD ElO5htJ^i kV'SC)D S/59:e TppOOH$%L iY/ ,9(TO ff,TAPCOFPi 1C w/ : TRUSSES OR RfFW TR{!5+`5£i OR"RaFREI . 2 t/2 inn.PENETRATEON 2,t✓2, ri[n PELr.mnbm tki■i/B:OR 'tEYt r57:R1 'W/SW BUIIDE% 1 OwS ^t BUItDE% . ..PUOSItNC WOOD { A 1-0 D.O060 GALV E%LSONO WOOA E 1 O.D x0 O86 GaLV. ✓ 'OfEYN112ED ':2k2`at/a�� a • A C0.LVANTL-2 ["'""SUSSES OR.R'rTET2x _ x SiTFE.WASHER 0 24'a� p 7RLRi5E5 OR RREFTR° .� 91EEE�WaSrETt D 2s'ae ,Rl.t1UWUM TUBE Y:si Or0.6S0 aLUUIRLtY fAit#£ a A wAED R 674' ^,...."`«�" !`( !,1..�. a,,,.r-'+ 3" :: s/iB'a T.0 xt„a _ `y ,,,,.c-T�._ ve.Spiro TAPCOHSE%e 3...a^....._.r' ., ;..-`^`��'•r` ✓ t :,., W{PtTr�A �. ,.. E .. w/.e•./z•'a.n. �'te 4 ,- PEHEBu147x . . {f--, •.,��.Yam, •..,�;� ..._. P .... � � t ;.; (2)2'xf'OR ✓ • I (Z)2kf...� ,,,,,/ ,2 2'a4'OR d"'•,. 2 ra'MEADS "�.. WOOD Op I '^•. { wooD HFADES ,.,.<, €; 12 �y :n',� � � 2 wa"REQUIRED ..i"•`"^�.. RE'WaaFp `wa 'T'. j WtlCv"'t•7.tOt72 "" �'` a ,I �•WOOD HE2 CA 4. 5 4 x t r EDGE O <ti� �e ,EDGE.QF, � �� t r ;;saxes: `i��`:� ,fb1 s. � P1Sp:Cp; "�► � .__.r-`2.. , OPCMG ' ° i OPE<."IncEXM Et o ( E i. EXE?LVO F.E.tx-.t. ) i, �.L C[A49hc { l u'S ;EXblIKG �...-^g 3 = ( ✓- DCSTYfC ,E„=S' ) t ! :aLAs (' I� E P FX{FRCR'. cuvc 1` d E D) " (BeTomD) j i,�j f t8E7iN6} 3 z (DLTOHO) ►, yzP rw>w i i r E a pRf�DR p� c�"7 i oR. i } 1 E crn,• (2)'2 a t i } { ` z stv�rt (2 2Sx6' �i-:�. TD cuss 4 t..: Y. 'C6rC ..1 •'--`- t �v.SM. 2'as'COHT l x-t� o[ass T,sWi<'D WQ�:Sti$t snDD ta. �+ t; sA : _-.?^ qa zt r t s?>,Tmnxeoa' s uaaxIV Nl E7 I} mnuEra 20) O.C.UAX. t wz :x EUAY,w-MR£o REDU ED. s uati: ¢' SHEET 2D) (SEE SHEET 2O) 3 '(SEE SHEET --+r- ^• ^Sfx`FNCHORS w Y T" 2n) !tk k scHrou� To wss I g y . 4 t 4,g �'s,HFET21 'a j #.b'i' 'w#"' h, }_ Q t F t s t Y t 4 t r (' ak il sti6i�At ai tr Q I i 08 t 0 8� � (z)2.4'OR z t'� �sEx wvttroRs SCPMULEI 1} � 21 t aY 2HEa 21: OPkTlNO Y £ STUD 0:6` .''°`"{k} P € D.C.MAx REQUIRED. i. 4 Ed T/2 zt i/2kOASR` (SEE SHEET .E q 5 ,. tlE 'A.L16.ypEr.Ot. I ...j 3 i, Sw-Er 21 E , rCONT X.U%arise 20) �E a �. T � *" t ;, .[- 4 L4 „5fta'e taPCOtiS Xt. 4 3!L L 3 ♦'. > 4 "E'vi 6/tGe LiDGONS 0/8 1 1 resist+:'. dl8 i� pfg, 12•.4 OR 216'-, S Rwu a 7 1(. ti� ,. ( Ff(dJi -z'x4"OR Z'.G ,.la. L; il%1.!.rat.+1 2'k4•'GR 2i6 Y 2w4 CR.71 IT t $ EXtSTrtO'WOOD' tANi.WOOD •Z t.1 E%IST11tO Ri700 COHr.WCOD 'CLNrf-',dVW e63Sig7O YGO e T i DEC%OR , _ k ` CIi BOTIOM PLATE ( t DEGMf iOt 80T'OSf PLATE Eku"'iikw kFk:il �fPV W.77 M1 ¢ OR �!dATC 4 cONORELE.SIf$E REOURED - ,,... .sr .,«s -:. :. 2 ....-^'`�`` x "w5 .,.(SEE SHEET 20) - _ $�B i�it. 83f1T'fig' L 2O ..,,a..�..'°i s �.,•,«,,.... .F'..�..%'"'"`._ ..-•."W'=.�[wPtmi3,f3: . � e Ourt" waIGMouPrr€No. wnttattsUNrlw�. y rmoo"-NQ _ o(s�awUNrm�a SECTIQNS Y7-y, iNSTALLATid DE7AIL ` : 3UILDNGS t41ifi11Ei1FL�RiDA BtlR�iNG WZfE(NcnyeFgh 4elDeity,Hurncane 2atto� -. #5 ff. r AwJj� 070 YhRYO iR6 i Y du t�fus DRAWN P� 4 ��r��;3'�C, ✓�!y,. ,RelTfttg'SliTdtszS`�pm os/a/2D.�c � EX NO 4116 `�� c �.{r tiwF•tliC. t Tcsvwa Y'6HGlHk4TAC aOHBAH� Pitt SLITTER;`SERCt `INC K6a'a N WSVMaME D BYE 20 064 PORT Q7e,St,LU TL sou s.o STAiE QxS ""'aa ooc �°y., xr-raTs.rac BJi OEW DUWIHCw jr - S' _ .•., arw xr ea�ar- exs «.:I. nra'+nw L swTetLr.r4L�r Ps.: .. f Q � a rtUa;u+c"r*b uF6t. 'sHcci T cf'2®. S.pL/5t(.�UsiU32E✓OikTE; ' ri�tl�llellkiii�{�itAEr`AW.. � � �—,�- x OR Cn2DUT''num : r\:✓ + r bR<:'� ['.t'10 ,�'^4.. uR� t * OR ,I StOCK ._..... ..SEE, .ON - SEE' {SEE 617 colimm,eR,., M. ..sY "i?&'C6'},., <txrNaFYL.HL90if.? iSii5�fi&'l8)"<.' a .:.creGuTisLLl:» �. SEE'SCNFOUiES'(lff tagt7F rrtsEa fin. I , i �" I € MNOR a . .s}+EEas t7 k t8): � � �.:e zisrt ,�, ,% �.c, ''��, ��'�,� �, �.�•�� BLUZ t 1 ' 2. y.. p a ` !iss s+tR SECTION YI STORM BARS . fL!!SH MttCtNT (F`lALL) r< i}a `�r T osOtiNT a�;a.m s IP�ISTALL.�t'`flO{�1 DETi4ILS INTO EXISTIi�IG':;POt1RED Gt�iVC.�ETE"{)R"G�'tCt1.1T FILIED:`C(3�1t".�RETE BLOC#C°BIJILDIt�ICaS `H f S= � �• § Its, _.. rsr+'psuP �c(� S�t N AY "'"� ,' LNTA yYi^ PLAN ` x na'ata tt en 4/aasrs� �e ' oxwla,ata t I as wP' /s"sLZ( a 4VlLLL 4t0U T ENO; UCl3Gt1 SEA I�C►_.N �IANI SECTION .G?-Q !PLAN; SECTi-ON R-=I�C PLhN SEGTIDPC'"R`=R;_jQL11N) 1 �` ORIENTATION. 1 ORIENTATION 2' ORIENTATIONS;#1 dt, Z ORIENTd►TfON 2 . '} o WALE„MOIiNT ExJD:'f Ut lWlt' WALI MOUNT END 6tUL1JON." WAlt7#0UNT INTERtO�M tLtON TliIkFPEd:F10UNT INTERI 1di11110N, • _. , - INS ALt�ITIS3N DE}AILS INTO AUI L(ONS=G 6 S2 ` SGac xl+' i xl�" t/a a/2 �a t srta ore xJ8 Z 2■a OR:- .�. .,...�. {SEE—.B" Saws -- -—(� t. -, -- SHEEP _itSECE —— —. -- - j t ALTERNATIVEr- TO X6.SUDS (SEE SHEET 20}. ;� ( '" EyE MIN. i06 66 `.:. ORIENTATION,x u�lS'r " r •t711:, j'2),� PLYN(OQD^ i t Ld NIVT MAY,BE USED 4 MIN 1j2 {r Fdf£:'TFEIS tLNNlClt�ni. :PLYtKCI { — w*u. UOUNt ENt3 rk M4ttllOW 0 4'o:t. �.. " ,x/4` aFI{1t)111�F •.fLtlR(DA BUfIDMkt L00��(Nen�•x�ri'Ve!ottty Eorrleon�Ztine) t/s Ala Ck� �cj; �d'ri bi HURTurco"€Nc q tri �pSH &MOUNT A4l)r '��' " '�+'' "C �UILD a t1T FAOF��1 r''. 0 yt cam, jS tdntlba3SdQasTszaaea EN; _ J o i t5pi4 r11.7 O N O \ 1�+/ ��c 20 DG4 EICPER GES INSTALLATION DETAILS.INTO i=3i1STINO WOOD$C11L S STATQr :w ��" e;B€ .ems P°�i xx`r'�, .. •.:' .^ 1E r/s`�•x^ r . 4 - - _ s.r Y&ti¢A 3LLrr J - . a. ''`,c, Oft5 � �"sEN,./srW4mtUtiE�w,.tE': tum�nava.I aaxcrs op ns�.�. :sue a.4Fas . ._ _ ..: �f+t�xtuYxt �t� �•---a 1/2"Min E.D S i/2 t6r t'-£.D FOA 3/B"d CAUS-IN AA'CHOR$ - .. .(4) 3/8`i9 CALK-W ANCHORS OR �•---- 3 Min. E.11 $"•--$ WI,n E:p -FOR w-,SOUE)-S T ANCHORS (a) 1/4`0 SWO-SET ANCHORS OR , < aj S/8'e KR3f BOLT*TZ EXP,tkSON FFtGKXtS 07 C1} JCN .PER Min* EA - a rt £O--I- FOR 3/81 MK BOLT TZ EXPANSON ARCHM , (4)s/26`.a TAPCON:xL ANCHORS `StORM BAR' NNEC7ICN. -• ._3 1/8,6'Tn,E.D. i/9 Mn. E.D fCR 5/iBO TMCON XL:ANCHORS TAKE, ON SHEET 23 '+f 5/18.d TAPCON5 X 4/ EOCE 0 d.AH EDGE OF SLAB 2 t/4 Min EMMEWENI' tF APPL=LJE i r IF E `,, / l ✓ s s s >�` ?EEL WASHER O 2a p:c. K ws,-T6 ALPY) POUR(D CONCRE 9 2 :_{ ., m`,.;.. POURED CONCRETE--. : ALUMINUM ANGLE EA SIDE W/ ,. KaQ 3 mm A I) '.,ti„_ .. .. (rcm.3.Ks).S".m,a F ? �._ V' O .:?2) 1/4 d.14x3/4 ITW UILDEX TEK " -5/IB'O.TAPCCNS xL THICK REQUIRED y. THICK:REQUIRED y ., W/2 t/4"Kin. �.. � .J.:.._. "SIXIE S[L1 Sl�OFLM.BAR ( EMBEDMENT& / f .v./ t'A a / -r. .^"`° ,'j)� TOP*,f!QTT0kl): / t'O.D:K0:060'GALV.. �.• ,+" ur c. STEEL WASHER.® r It Ct �' t; $ECTiON.�i .� 6 24"Me. q i .._.:....:..BOX srWro F.Str i it € Er[W.DaLD aiTO AALY 0 Min-FOR if WIND ZONE t �u nit I , DETA(LA: �� it I- ,e 114 h C.62i_ 6 MAi.F[A'rE SCe"txW5 USED JOtNItY W/ -2 Min, FOR ( gg 'C STEP 3 ON SHEK 74 FOR SPECIAL i !¢x 3 4:,SWD T(1Ft 5)a A* V ,/4"CALK-14 ANCHORS YFlNU 20NE--" .p 1RFA1brENT FOR WIND ZONES,_)THRU 3 �. 1' ,n.,FOR RESpECTLkE/'S'?'.^sHAL1 BE DEFT TOC.EbIs`.R 0 I&HORS AT THE TIME: M aN STORK @Ma R 4 r.. 1 ,....,-.;,..w., .. v�= W IND;ZONE rF, S£PARAT)04.i0 o It j (zj ANChDRS�,P�2 z G'LA5S � � � "'�'` oiL3RM fifFF'i."GtiAia.31aN,. ..., a� 2^Min. FOR ij t D'1 mi o a(SEE,SC1iEDUl.ES.nx I sEe,+S Di)SHEET 2` WIND'ZONE g yy}R g„Gpj(c3Mf c n 5'iEETS..)b k 1D).) g q p 1{X�iL n i g (21 3/8 0 W-FN'ANCHORS OR F m 0.rtt q of fl4..b'.SOUD-SEF AA:CHORS OR x K !!� (SEE 3C ?YaN Ttr - �t W SF�riR T - -t71 �o-� � ta}3/5-b KYiEK BUT T2 IXPANSAN �' iI( t Dl11E�C'N' nivCTNafEi OR •• _._.... SHEETS is k ':,'.• j3}5/t�` T»P'T:OTI XL ANCHORS EXXXISWlGGLASS � 7 a2■tl6.b s (suss-TB AU:ob . I i EXISTING:: - RNU AN _E FA SIDE W/ fS1 LaLrEx x To'.sOi.a TDP BCRI6ld'iI _ .l� �� fTVP-•TCP<x�,>TOTTOM) — S S. (ITP.,TOP/eanoik)g � �(tvr_1�e/UmTBi� �-z n _. -THK:K REQUIRED TAPCCSlt E.Dc `. �. q :z POURED CONCRETE �MIN�EO " 1 1 f2 a7 '€/ aDd5a2"zCYkti('Fn'LUM. n ( ) 1 Alicia�r/s/1�e rcDsau w/ �........ /y '�,y,;'` a``,•,�,.d '$ f _ 7%�` O 24!c ero,EMBEDMENT ®, �'`` F•' Z'k/4 K'a E5!ItfUMESrT'O 2i' _E of:am �POORM ca c i �roG or'sue WALL MOUNII I 11� r FLOT2fDA'BULLDtMG CODE Ron Fr V'obct• &uriCOno:Zena IFAPPUCABLE s'min.t A€C'a ;I IF APPLICABLE �� If .. ( :. ) 1/2"MM f,Or ;I, »-�i 1/3°T,Gf7 E.DrL—fOR 3/8'P-CfIH-IN ARICHORS. `J�'\ ::.. v/,�'.: 0=4 VUECD WC". �" r q��+ ...DNBawN efi .. .3 Mirs E.LX s-"^`-3 M'irt,E.D. -I FOR 1/40 SCUD-SET ANCHORS'��Q' 4\C Ef��$� +� dull US YD... }-4 MTp ED, s-< i°M•,rl E.',fl.--t-•-FOR 3%9'R alK BOLT TZ EtPANSIr AHCti s� , 'Z .:: + h Ro11ta, SlfnlleXS}if�nt ,.",os/also t, 1/S'MJf FA = a - t/8 Lrn ED:--{��FDx s/TB'b-TaPCCN 7L AKHO9 o.44i 67 t " �^-- ... AGS•,�V.Inc. f „\` G S C n xc - Trcu-TM---a aNcukeEa c couwanr * * .:°" I-m `, �F�C ERT lliTww i IN 20-064 FLOOR TO CEILING l TRAPPED AND WALL MOUNTING:STORM.BAR CK. e i4 STATE OP ✓°t w,nrz;rmaaoaoi�em TraiwNOR: ry SEG'f t©FVS ._ - O FCO RIQp �xc cR i°n°Cwr�.P E t Q .Fi SEALjSICTrATURE/OATE Ii 4k-i 44JG7 i6 ST LUL', S 4 41, ol WpA61�: I fsh9e2�6 !. aTt-�0{I � aar w aunt .�----a.'Min.E.D, •- f. •-•-•--9'AUn. F_D:--"�'�r"'-"FOR(ty 3/4'6 iEW3K DOLT Fl EXPANSIONt ` 2 t i r 3' -1 '1/2" ! a I ANCR HS a9 END AND INTERIOR MULLIONS I "'"') "'` (ow TION 11)AIM liON Ira ..:_..,.._:.. ..._._._._..OR '3//4 0 0k bOLTTATI EXP2A0.)N51ON Mtn. E.D, ANCHQRS 0 INTERIOR MUWON Ct cx�Tpg,: EtIGE l `SIIA , T t E 3`x3'z1/�x0-6" � 4- VT, R -ABLE l I t •5f APPL�tBCE (6061-76 ALLOY) O`� �,. .: 4 t •? ea �' _�1 +: 3 it3`xt�2`x0'-q' - {� Wti�( /ANGLE E0. SIDE BOITSW/ t .. EO51-TB•,ALLOY)Alum. �' ( TO MULLION G&_. ._.._ (PO4RM CONCRETE-�/' n 1 'I i`.I°'`� ANGLE EA SIDE W/ (2) ...-� (1) 3/4'o KW�BOLT (F r 3 w M'n.y- 3" - 3/4"0,THRU DOLTS.TO I'IT EXPANSION ANCHOR -' 6-Mm.THICK REO'D. ! MULLION�G& (t} 3/q`"0 - W/6' Mini. EM9E6xENT .....k KWfK 801T'T2 EXPANSION "1 1/2 TO POURED CONCRETE '.�•`:3--•-=3' . 'EQEQ;... ANCHOR W/6"tAin. - -._ (T�p_.TOP'&BOTTOM) { EMBEDMENT TO POURED' j.,, .. fi'--•-`' C04CCRVE(Typ..TOP'& W n"c-'i 1 SECTION X1-X1.1N/CG}'* ALTERNATNE SECTION X1-X9 VNI::(G)* CLASS A 1` �. I .. Min. ( N�0 & I Th�ERIOR MU ON): E d IN7 IOR MULLION g' I FOR G1 r , (W/:.ORIENTATION 2 n I I fW/ ORIENTATION 4r 14°x6 2 I t/ ' I.I/e 1 1/2 2 5 -I AG:m.ANGLE EA.Sty YJ/ (21 3/4 D Tr -BOLTS - - ,.: To ! .. I (1) 3109.KV;*- BOLT 12 ® d EXPANSICN Arh"tiC12 1' Oil,: I.t r E Or IW___,_1"„-'-- f, Ql8 .or Wj fr,Mir, EMBEDMENT TO. i 't R/8.or u ,f� wn R./8 or TPOOURE }� (Ty'. j( L 4`E . W/g: s. �� G12 B (Barr- ". s � X't ALLGY� ; ��rTI2y�D B {cost rs rre.Ta9/ssttaln sIDE w3�J4 f1Sm {sNGic EA s1 W/�2�sly; 1Q tarn€(o1a ( _ tit! O�M7Z Axt?^*N�' tt) - u10tr m.[ -- --.._ . W_.-,r.__ #_ _ OD;dCR'•IE (Ty;I• aT3URE}T.-:NCR $ q 'trn E1;t6£ithfE Ttt SECTION Xi X`i:WI ,. jTom 1D = 3oiu)eo -- - -- _,_...:. POURED cgrl ETsn`' - - . /f // .✓. .�4fi tf''+d r. � .(Yc m 3 tcet wig Cr NDc INTERIOR-f,�U!liON4E[JU FAU��aN OM1I . . tINTEFtIQfZ t�i1E llflN OhtLY ' l f .. /.✓ t s> •? .: '8 Min. " �V "ORIENTATION ATIGN ALTERNATIVES SEO{1C1N C1 X Wf > FACE OF.. Ll .r,. •,. 1, ?ALE OF Sl,'l9 .'I,StX$a� ' " .. .. E0T7. (2} 3/4 iCMX BOLT TZ EXPANSION 1-�Min-E.D - i ---^5"F:ttn E.D.. �j�ANCHOR-0 INTERIOR MULLION I P (OR ENTATKNI�j2).,: * loC RAI} a aAw 6csx Kd sE♦0Wf4 0R CtAVITY F.,._..,_..._:3 Min k"E3 .:...�-^-.:' 'SI''¢I,n X`G w"»«^�^• ti.try 30,00m AN EIO:.r.5"1 ExP sf R3C GOOC('Nvn r3kjFi:V6IdCti3Y ai tFiCan¢`YA1,193: - EHD s Q ENL'AND'iFTTLRiOR - . �lRDi$DA'9UllQ o /r��,• 027ta=LLt.7 # aetYtl rr:(am AVO it &. +� ' Elan.xuLUQn¢�(ORFNTAT \GEMg </,p�� FLOORTOCEIL4#1TRAPPEbi�IAUNTtMtl 17U11IDIdS Q?Oit �" Ro7t3ng3dn&orS� a asleRoto I€ G Oa . S IQNSNFI No.'441 >z t� cs�Ro syaryc�:e«r+a cac�ur l EXPERT StAME'R;SERVI[C�a NG� s MwuY. }'tSS'Wnmw( n. "al m W}tlflnPaE.bw , t(T^0$4 END&INTERI©R TRAPPED MOUNTED MIJILION"INSTALL ATIQN :. STATE 0 d �2 ". ^•, F east 1 eac:*r><as z<e n. ._. t scams 1/B ff'i° �O,d FLORID �,1� g`sEAt/s�cratutFEE%DATe" � 'ii a 44Te1 Y �ccrla a ..:. m.�9y.�P/Ya 1772 QYt-CSbe xn sr:ti I Min..E.D. _ ffin E.0_ (a)ANCHORS---- .: 3-x;!xf/2 x0-4 €-2 -� (SEE SCHEDULE at)" .: "(SEE SCHEDULE�1)"' ,� � (SEE SCHEDULE'/�1)'� [6067 To ALLO1� € `�'[ QSEE YAJONUY©QMLRIOR)&©t (FlA d[RISFRfOR}TRMPFD;YOUNIED YULLoTIS- - EDGE OF SLAB - - Wm ANGLE EA - AN COVERED BY SCHEDULE Ib FOR IWAUAWN CASES 1,to k It ON SHEET IF APPLICABLE-" . ` !! E� gppUCAg!£ r WE W/(2) bJHRU BOLTS '" (LUITED LOAD,muum SPACING AM 5PAH DWAU.A=t .- i ,. ..� '.. .. '* '. ?. f ✓.'.° MIA1 M QI�E.t. RE%DffMAL AND COYYERC11IL APPUCARDNS WITH t60.9 G { Q ME" •' _J - Al Mk*"AS.D.DESIGN REMRE RATING. W-T..MAX YUM WALION,SPACING. POURED CONCRETE 3 x3'xt/4"x0'-8" SEE.SCFIElR1lES.Bt 82 FOR ADDITIONAL$PETS. € g (rc=3 kc!Alin.), (6061-T6 ALLOY)-.—�. p({ ft SEE SCHEDULE(I.. Alum.ANGLE EA. SIDE ,r;1 1;.�: B� PJ�yAJg1�{G¢h-RFJDENRAL AND.COYYERCW.APPLIG4nON W/3608 pat. p W/ (2) t/2'0 THRU `'f3 ,x ."$ !I, pdAk�UY'ASC:OEStCN PRUSM NtG,B-(r p BOWS TO AHULUON YA7GYUM MULLION SPPCING.. :q SE-SDHEA(AES=/I &92 FOR ADDITIONAL SPEiS. axst ys ALTERNATIVE SECTION}Et E'(.WI 1., WDUA N OM a-CGMMERCO.naPu MN"itT M4WLfie as.D:. GLASS I, .: .. a 1 I/Z' DESIGN,FttMRE PATOG,8-0'6HA30YUN fAU€L[OH: o n n' bR G:1 44"x$ INTERIOR MULLION ONLY W ORIENTATION.' '2 r. SPACING:SEE SCHEO11Lt5{t }z'FORADDRroNA M L „ 7 t p I/ MICM(0.QS. f - N p ! 3'x3°x1/4.k0'-8",.. -•.+.I�- i} SEE SC11EDlAE 12)N2'' (6061-TS ALLOY) 1 I ALTERNATIVE SECTION XI-X1 W/ N h I Num.-ANGLE EA, 510E '• - 3 - fn 9 W/ (2)o a 1/2`45 THRU • INT80 MULLION4 O AND END MULLION W .ORIENTATION-. t.., j p G 1 'I 11 .E 4- SCtiEDtil6 #t e-o Q/8 Or .........-. 5 .._. Q/8 Or I EXiIt7R YIN.SLAB- ....._.- YIN.LOGE N W t I ! t BHSTAtIAnON THICKNESS ANCHOR TYPE R WE QYP,TOP k BOTfOY) Nw ANfAHOR OtSTANCE'FOR O N R/8 Or tl )ANCHORS r6Aro. ... _ _ (. ANCHOR R 8 or ((q r CASES EYBEDYCHT Rr 8 R� $ (SEE SCHEDULC 81)1. i T/� ° r _ /810 WLn INC HUs-H SCREW®`e'0 POWER-FASfENC ,LMEOGE-BUT ANCHOR FOROGG k (INTERIOR)YUWONS . �� u v tfz. Y/GwI?7fATION f2. !. ... B;... «, „- ,*, .. {• N/2'o lSli lSI.TI p'1C NUS•S!Samw:A va o PO'AER,F4sTENEx ... _ < .. GE-BUT ANCHOR{lt{T ;(Efs`O&1R)AztG1,AiN 3' .6• X1 u X1 4 x$" INTERIOR MULLIOfd I3NLY;W ORIE W dsi _ p -- ALTERNATIVE SEGTI0 X1 }C1 wj owENr p _ tt Y' (iTP.TOP 1 l-. - �2's xlLn t+:'Cr�rr(mC0 Im 1 . MATrOFf 2 UAuoxs W OR {),:a YullOF 2 T/2 �I s 1/2' , JTL owtT7rAtroN.yTy. :_ p J x3 xt/4'x0-8 a 2 fpin fttC FGLS'-k @ /2 0 P(y�YEF OF MT:.. . B T (6061 T6 ALLOY)Alum: - � 1/ AE-BOLT ANCHOW,k0.R{J@�HERO Ok P'tT»FCx y g: ANGLE FA SIDE W/ 2) - q 1 WGN}W/CRrEN%jIR+# i OB ft p .s j.. MUSLIOti BQLTS TU c. .-_ OILONS W tHOt764.'1'ta:,�O�.Y F'(UR,C ... 3 / 7`' - 12 ert�a .;,.._„ C*Y 3A#3 fdli 3 1/4' 7 1/2'. I/T EDGE OF SLAB (`T 8 3» �j:. Yt 6. 0 HIM INC" 11 frf &OR Wilt'. AS'TEAtat BOLYI MOOR SEE 't�`OTC CN ! �{ftF i - ItF'APPUI'saF - — .� ,...;. __- — - - - - .- (1 '&- -- EDGE OF SLAB{ MiR, E.D r a ,M;rn.E.D. I i (. .. t 2 BRLRRJif 16 gPFLIf/,BLE'"""(SEE SCHEDULE$I) �/ (oEE SCHEDULE 111>� 4).ANCHORS - 2a /.ORkMA170NS�t .; Pt4i€Y!'° GRL"FES (SEE SCHEDULE wa.sua. YBr mCE_ EE C}t52?UI.E. 1.. 1 1/2 IUCHOR'TTPB t {1 TP TOP @ MRfOifj BIIBf+A1 NT ENSTAtlC£FOR ALTERNATIVE SECTICIN X 1 X1 WI ^� a6+s n. . j6y TnLri urc HUS N sCZLw s/a POWTF FASTF)TER ANCNOR FLOORTOCEILIMI TRAPPED MOtRdf1NC9 Mk#iUtK�§= OR � i'rs a n GE eGu ANCHOR. 2 I/2' z 1/2 secTloNsw.t (4 xq INTERIOR AND-END-MUL130N ONLY W/-ORIENTATION ij' — ,. -. .. h.`9e400ityIIurtieane Zone) �A ([�{f14 S +rr pr oxum T TTSYl gac EV ORAWN m: `-� F2�2fD,4 EHtJa.attr"COD 0 END&INTERIOR'TRAPPED MOUNTED MULLION INSTALLATION Y.P. `("�. 4: APPLICABLE TO ALIMITED LOAD,MULUON SPAN AND MULLION SPACING INLA1 n P �{��t F�y�y� i `r r G�CONPAYY EI{E,,�iiYT RT/CES:INC. �� ..� .%.t ✓ ',i ars°t11.'dPA u�; u.as.sn N.aa EXN +66tASW W{3'T>K�aOPiVE . H�riT > 3S5II N 'A' � � n-Kw`:.MRecoOontsan rnmlc ! .r -oib. OHAWIHG N'-^. ra 5f0E RAILCQ)AND BOX NOT a ej,fF(«C :- wALTLH A murg73:'Pe SHOWN FOR CLARITY 4 r F(uw2A:uz t.als7 ., <'SRttT[aoF-2A` ... 4,O,A'.rrfLDR` �. «� -�.: S.ALfSFGNATURE�OATE � fFNfIlTt�itLi -- ED E:IF APPLICABLE' „ 2 xMU!lf8h DEPTHxi/8".Conn TttBE;(70P Ac 60770M)w/ 1/4`oxJ/4 IN BU0.DEX TEIC SCREtt7S ��/a s/fto'TtPcaNs'xt w/ + W/1"oD.x 2 1/4^ b.oso^cvvAf+¢�a STCa MLN...'E.D. 2 1/8• \ tVt EMBEDMENT 0 24 o.r. WASHERm 24'r,r. Min Eb T ..... • d€ F 1 1$f2 EDGE.IF APPLICABLE CONINGOUS F%OURED—•-- 0.. .:\r 7 / L-O. 2 2 4 EDGE IF APPUCABL.i—. S a 7 COpICRElE 2 8"Min.THICK REQ'D, �"' `F" 7 3/c Mtn EZ.. 2 s \- � 2- t EN _.. ..._....._....._....._..._ _ D CAP. 2• POURED CONCRETE 7 3/a" I (i'c=:3 kst'Min.) FOR POURED CONCRETE \ ! Min.E.D, EO' EO t: I 8" Min, THICK,REQ D (t'c = 3.ks Min.) ^*.X I ° "MMOR 8" Milt. THICK REDID aot c�i .;. ElRERIQR- 2ti— ; arty 2"� 4 I��c toR�c1 7 S/b"Min. E. I 4/8 "or u 4/8 or _ a:.c•xJja':: rc R/8 or n I R/8 or y 4 x4"x3/8-(6D81—T6 ALLOY) (6061-T8 ALLOY) o w R+ R+/8 --Jtum:.ANGLE EI SIDE, EDGE IF APPtICABI E� v Atum.MIGI.i EA SIDE. ..,.. s`°�, EDGE!P hPPLiChBLE z"�8 EXISTMC� I`w" - i ,. *LL MOUNTED SHOA, -W 8E SECTION.X2-X2 Wi-,g OR.o *., ALTERNATIVE.SECTION X2.X2 W/ Gl ALSO:INSTALLED TRAPPED tdJIMEQ:. �u ctAss �i I I PER SECTION R'-R ON SHE $. t17f),BG IIdT.E'RIOR .A?I►lLI01J n 1 [1&.,_� TSRIOR - I W f/r ( 1 bIFN i tN F I -.41 bA�ft�E.�O` ,.�' .:_.._..---'--"'t T 12"xd f 2°xQ.662"xCONi ALU'd. _. �N f / / (b std"0T 1 _. ANGLE W/ 1/4`Ax3¢4" ITw BUILOfa6'.. K;n j D., �t TEK SCREWS ® 24 o:c. TO TUBtr: I 1 1/2" 51€!C RAILD N07 SHOWN FOR CWRITY ' �T CCNsI?t(XY35 POURED - - . $"Nisi:TZ CK REQ'D. I �: X2 w Etm:roP/ .'• T T/ _ - ® i i, ,/2. (Tm.wP�ammui .:.._�._.... W . —I S'-gAt4'z3/8=k0-fa°{6osf-TS-tiLLor}-Af�m-A,ACLf ,EO-rEQ•-:'SEA,.SIDE W/(2).3/4-"0 THRU BOLTS TO MULLS iI,• &(2)3/4-O'KWIK,,DOLT TZ OTANSiON ANCHO i 1!I .. ...,.f'LDfTtDA BfAtDMA1C,COEtE.,(Itoh Trig vialocity,Auaicano:Zone) W/5"Min.'Eli-BE(1M_RJT TO POURED CONCRE'fEE� +� .... ... .. WALL. (TYP.TOP&BOTTOM)': .�'`� x „ //'' +i; t��oae.'(elECD trte y ewm+e[z M .1 ?I,ICafiLE:='" - 0''}��` ik - - � �iw C.rrnc�� +, Rsrlt&g 9halt+l¢ osle% WALL.MOUNTING:MULLIONS,G OR ©INC. anrc POURED CONCRETE WALL 0 41 1•urr itsnas a-hNomcewffc x>Haanr EXPERT`VUTTER'StimCes JNQ SECTION W-2, �r �g� rpm n r= w w eta,ae .;iFlmictwRc stin4, 20-064 END&INTERIOR WALL MOUNTED MULLION INSTALLATION sYaT> 'a©rc` �bIi14T 3, rL�t;te,.y cater ,,:: ,�aw.: .� ;suttT 11eas' EDGE tf APPLICABIF�, "2 nMULLIQN CEi'Frl+tt/8 Cantr %4"1 X o D�.-60/60D Cvu.YAMZED STEEL. .^ - ._.. - EDGE IF APPLCABLE i T _ "'! "ALUM TU®E (TOP:Lt;fiDTTOM)'W/ WASHER m 24 o e. ... 1 2 }%2� \ 5/1&'9 TAPCONS Xt, i+tf 2 4fh"f EDGE(f APPLICABLE 7 1/2"Min ED:. - E 7.1 2' hLn.E 0 \ Mart' EAIBEONEN,T q`1 2? tr r I �--_—— 2- MIN:,E.D: ;. .. .. 7 i/2'-Min ED 2 . f i ...L....,.. _ � .._.... �' }'... ,` ,-�_....._.W__. t— ,•�;^".. j4... \,4 POURED CONCRETE 1 I POURED CONCRETEk 3 ksi Min 4 cMD '6' THICKNESS OR ' 3 }/2• _ ti,,_•/ (f'�c 3 k9i Min) ;,� R Q t 1(4 I REQ D THICKNESS I _ 4{ OR G� ri I' CONTINUOUS PDUREII- a EQ: I :END CAP i 2 _ w 7 1/2•. CONCRETE(f'c=3 lai 64n} I�' I 7 1/2 •Arlin_E.D. - 2 -� s & Min. FDA.THicoms \ 4 -* I ;..:, 7 F- -0 Y{ 1 1/2"Min,E.D. %W.1/4' 6061-T6 ALLOY) o I• �n .. , �06t 5 `Alum.ANGLE EA. SIDE:. - OR G� EDGE IF APPLICABLE (uam AhGLlR EA..SIDE. EDGE IF APPLICABLE_/ it .. ALTERNATIVE SECTION.X2' X2 A4 CG) GG OR" * ALTERNATIVE SECTION'X2-X2,W1 * N: lNT o ® n I t . INTE�LOR`Mt1L LAN} ,(. ""ND &. ERIOR MULLIONS. ... .. o hN RI NTAITN j ryt JAL ORIENTATIdLI p Q/8 'or ii Q/$ or (4 W.or R R/8 or 1 R/8 or ' WA) R / R7 SEE 0 INTERIOR & G1 END '& INTERIOR WALL z1w g S #4)t41UfA MOUN'CQ 1.1ULLIGNS SPAN GOS+tQD BY'SCHEDULE 2b rOR' YtALL a� ExlsRrlc ',Ii hies., I I #9E ALSO U41JED. HOWMAYL INSTALLATIONU ,k II ON SHEETI NALLEtTRAPPeD 25 GLASS ! Y MdUNiEO PCP utRIQN Rift• (LiMILD LOAG1UC{1f34;SPACING AND SPAN h1S1ALCAU$7J x2 1 .2— and tNsTF"MI0q CJ�"_' 'I' RESIDENTIAL AND,COMhIF�CIAL., .. /' APPLICATIONS WITH =608 ,S P; £ ! 61an. ED xfF G62'xcow ALUM - MAXIMUM A:S D DESIGN'PRE i/z• = ; ANc F w� 1/asl" tTt+rk9ILx RATr�c �2'=0' i�AxlMu+ titf MIN.'.E.D; ;e TO— TUE B T SF'ACiNG. VALID' FOR CONIE' ON TO xNCRETE W/ h(ILft { - POWER FASTENERS WEDGE BOFT — _ -ANCHORS. X2 - 1S2 IMh7AI 04 `U' COMMERCIAL APPLICATION I~ER �10ab Psi.'FAYiX1iAfJ 4=A 5,t):-DESIGN PRESSURE RATING 8 roP/eon°")1. 1 1/4' --� I s 1 Y p F�/6cT1�+3 MAXI UM CfUWON SPACING. VALID FOR CONNEIMOt Ot H€LTI LNG RWIK BOLT TZ ANCHOR�� 7 1 j2' coRlNurn.>a POL13tEt1 :"„4.„j4.-,,0, &'(eGG1-Te ALs':DY)^,?ern eu�cl.c: -coUCRE3'E' W MIN,HD CONCRETE({'C al' T��- EU EA. . .�,.5)Gk`Al^;(�) - YA) 6"M'rt jffCKNES' -gym; & C:? kj"2.n." Kri°Fk'"0i)LT TZ EXP,L'tiS1ON dNJCNm,. +F�S10E...RA)l.. NOTf.5N0{NId�FOR-CEQRITY- 4, ::\ O /d-'`fd n E6tBEDMENI'i'TD"F*bREt1 Ci7hIC. - - :.:. `.WALL.(D`P-`.Tor ac;=`fiorroM) `: It�f>'l� _ - � pu EDGE IF APPLICABLE:d'. Y �....,.-. \\\ FLOMDA,RIALD11a.CODE(Ran$igil"�Veltii4 Hoinoahs Zone)' � WALL M6UNT(Nd MULLI6NS i(G16R f POURE�C CREEE WALL ___ ��`�.• 1.t�+��,�� v� oxozo`it.1Ew ar. aaAw�sr: .. .... _., ...,. �, . ,... �� OEND"&INTERIOR UV', L,. bUN1Ep MUL'LIOWi1NSiALLATiON r, �,� L C O � a Ex� at H -s�RVICEs INC. S „r wtHlwaps aravr =063 TATc ,). . �.; {aor_wa r. tags an-spa voslr- Z0, e-mdb,tPdece0lW.cum : ., SP.11MtE,F1.MYE!;,.,..,. APPLICABLE TO.A LIMITED C ORD MUlLft3N SPAN RND MULLION SPACII<t+ L T>VI1Sw �,a ,I, �� fnn nyl-ate.. SSE. 1/8 1 ��`�G` Q'�i rG`� \\\\•�`�P SEoi/srewTDR£/MtE. 1 °s'r ►'nisi' ,.•:�' a w �c gun f/A a:a c. ,� .-.. --.9.. M1un. E G..�..,�. :.,....--�.--g••.Min. ...4013(t)3/4"m KWK BOUT WASFSl R "ANCHORS Q END MLq.l.EC+I 3 x3"r7/2 MO'-4" (6RlEASTATIOY5#t & 'L). ANGLE ER SIDE ALLOYW t tl2` _ (OR!EN1A' 1't�2MMOR MUrL# N 3/4"13 THRU Bt1lS5 TO r'; 1 tSiJ2" (. FOR,(2)3/4.9 KMK BOLTJAL MULLION & TZ&X(tTapN510N)3/4 to EDGE OF SLAB '&G('E 6f"xA£3 EMB&DR�T�6 POURED COE AIF'APFUCdB(£ t I I ! 1 t IF AP€IC+ Ic. aC W.T�&BOTTOM): i 7" EX Mit Y G2' L # E i POURED CONCRETE.{" (fe z.3'kar Min.)` Ia T THICK,REOD itP... q .... ...'. '.S .Zx tE tl if EXISTING.- GLASS. It,t` SECTION X3-X3 Wl f,Z* oMo v b. ` ` t tf2` 4, T/2• 4ts_� ��E .�1......_ONLY�_ E)RfIm tl:;:�.� rn it I 12 `F E n Ji n((EKfQR IXtEt W 3 X3 ? t 2 k0 a (U;T T U (re.7/ttaiser)'t € { lrrv.Traarra? x z essz T� czar) <,tZt.Es.j! j faE t"' ka) ta# Pt4 r PO:iRED CON RE'tE Kt >�TKdvTZ�'RFP�`�"1 A '�� ;P9yS UL`t"T"r K9 i� .. 3" (f c 3 ksE Mrs;) a'STCCFwQT{Yr/G9Ep f.A997pdztyT;`t SY f« M'+t ;Mr3 bEf4E'N`t:Sq 'Op r 111z° ertu,. f N_ MtJ €Q 03 itc& Aa .oe sus ALTER fA t IL�E SE 'T10 X3-Xi.WI' . IF APPE.—E� '- IF ic?UC&'` �. _. .. i FOR.(2) 3/4"0 K<:YIK 90LT T7_ EXPANSIGN Mn EA"- t- ANCHORS 0 INTEf= MULPgN•0 '� ��AN� F30x NOT SF[OVe1j foR .... fain. E.D...__,....y._....... .._.......9:":Miii. E.D. W..,...� - _...._...._.Y....... ,w -.. ''W£Oft (t) 3/4"b.KYtiK BOLT RLOtFiDk (atkD6N6cobE,NR Bmgjtc'�[?'0*61y,Hurziccne 7 ne) ANCHORS ® END'MULLION H. t![( +r (raRI&etYAnoNsi & #-2).-``a?4 M^eri FLOOR TO CEUNOETRAPgQ MbUNTING:MULLION. SECTION W3: No.4416 E3tPERT':SkIt1TCR ` €cVIC:La•:INt`, .. * "}'( 'FP.S1Ylte} Cyr1NNELn=NG tOn€PMiY ` o'• STATE OF �c' w a x a x�a , Ya avt a .z 4 ,�•'� , roau» t Esaa: ram, �mn.,�sif .P»4^? ..VG1�A.Sd$dt 20-09� END&INTERIOR TRAPPED MOOTED MULLION INSTALLATOON �`� � bra ra*= mTTzrsfg y G a ar•wuia ax..e. a r. 3NEE +f4fl Q SEE MAXIMUM©(INTERIOR) TRAPPED MOUNTED.MULLIONS SPAN Mn E.O.. Mtn. E.D. COVERER BY SCHEDULE 1b' FOR INSTALLATION CASES I, la & U EDGt- 'fSEE Sa€EOULG!# is E SCHEDULE il`Wl AaPLFC SLiaB ae! EDGE oF SikB ON S, 25.. s ( s�rtPalaG�vE (UA'ITED LOAD, MULLION SPACING AND SPAN INSTALLATIONJ): y t t f /'/, fNSfALLRTtON CASE:I - RESIDENTIAL AND COMMERCIAL APPLICAT70NS ' T I_, WITH ±60.8 p.S.f. MAXIMUM A,S:D. DESIGN PRESSURE RATING, 12'-0" MAXIMUM POURED CONCRETE (8064—T6 ALLOY) -S `--'.-�.. MULLION SPACING. i. y...(fb m 3 ktl.Min,). Ahm ANGLE EA. SIDE SEE SCHEDULE gt. w/(2) t/z.0 1HR.0 SEE SCHEDULE #1 FOR ADDITIONAL SPECS. I BOLTS TO MULLION I 3" INSFAlAT'ON CASE la - RESIDENTIAL AND COMMERCIAL APPLICATION W/ ±60.8 p.s.f. MAXIMUM A,S,D. DESIGN ti ?" FXTEftlOR PRESSURE RATING; 8'-0" MAXIMUM: MULLION E GLASS G i SEE SPArSCHEDULE f{7 FOR ADDITIONAL SPECS. G3 INSENJ.ATION CASE 11 - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. o n. ►1. T --_-- MAXIMUM A.S.D. DESIGN PRESSURE RATING r DI MOR (a}anr.H0RS----- 8'-0" MAXIMUM MULLION SPACING. SEE } (SEE SC1ED`JIE t}t} SCHEDULE 1 FOR.ADDRIONAL. SPECS. iF ALTERNATIVE SECTION'X3-X3 U1f/'G3)* oD Q•�$ ' Qf/8 (W/ ORfEt`TAT10N 21 SCHEDULE1 r a a (2"x7" INTERIOR hIULLtON ONLY` 'I 1 INSTALLATION -MIN. SLAB ANCHOR TYPE:& SIZE MIN.ANCHOR: MIN. EDGE.. THICKNESS :DISTANCE FOR ZN u: CASES REO'D. (TYR.TOP &BOTTOM), ! EMBEDMENT ANCHOR a I ! SIDE RAIL,p AND BOX NOT SHOWN 3/✓i m,I{tLT1,lNC HUS H;, a FOR OLARITY. €: c 1xs a yv 5 11/2� 3/6'd'tiCiYtEk;FA5TLhEft:l VIPG£-.90LT ANCHOR, (rrP:Ica% Fyn (tm,roP/Brraq ar ills ritLTt rptc ttW[i 0 Vel ) 5 1/2`- 1J2 d NtLTT.IkG K%%K d POURED CONCRETE 3 ksi fin.).; _ ... ._. .... .-. ..,...._.. ri • t •SEE'so"EDULE >#Y:. EuGE OF SLAB I0GE OF SLAB - ................... IF APPLICABLE) l F APPLICABLE Min; ED. � Min. E.D. "-(SEE SCHEDULE #t), "(SEE SCHEDULE #t} —F(OOR TO CEILING I TRAPPED MOUNTING.:MULLIONS G3) SECTION W 3 — cane Z: ::�`��1�HH (( '.:+.ftCdT6AA e3tlkFilNC CODE.tN Af9ti'Qaloeity Aurri e} � .. aaeml-er 'yyP� \GEMS vy. C oc aozn �} INTERIOR TRAPPED MOUNTED MULLION INSTALLATION F • � No,4416 MAJU, XTI ae O.QOWR�sc,co�rtanr EXRo1'iSHUTIER,-,SERVICES', INC. ' � '� � : R�■�:aom e4 rr z+s mesa aaeer+a n ksr+4 " '6#8 S W.W€tftMkgE DRtvC ' APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INFALATIO �r '1�^ �*€ ao�r x�.w cx T��f�• Zo osa ' .. FrlCNG. flat • o TATE OF r a o cxne<ao4 ean.> raw a e, ar,arse o-0-0 U. SCALE:.t/8"„I' %9'•. , Wxl.TF9 F: i gam:. ar xrarnnr ea.awoc. �,c'•. `CORO'- ��+�g ,ScALJs!N tUREjOATE• fwxmni�p safes nt... xi sum1 or26 -_... .. EDGE IF'APPLICABLE ,,.. xMUELlQFI DEPT(it(1%$ ,Cciit. - �` e. AU.16 TU9tEiOT'Tp%� W/ s/i6 a TAPca�is W/ 2`,4/4" , w14%ao.x o6o�IruuviKEn SCREWS Z.3 4' 2 7/6' EMt1EDM9N! ?fl. tss, �' WASHER®.24"o.G MIN. E.DE . 1 EDGE IF APPLICABLE- �w '..T/.—..;.-...__,_... 7 3/4"u'n. E.D. y�\ 2� ,- _.. ' CONf1NUW5 POURED � � `� �` 2` I{ 7` CONCRETE(fc -3 W Min.T�i1CK.R;C1'D. POURED CONCRETE \ . i .. �3 Ksi Min,) CAP B"'Min. THICK READ_ 4„ EVERSOR I 7 3/4 NOTCH WEB-...._._.� z.. - _ .., iv 2 Min,E.D. (T1'P TOP/BOTTOM) E'O EJ7-- I :,, ......._ :,. 4• ��'°� z- O N [ 7 3/4 'Min. E.D. 4"x4°x3/8'(6061-T6 AUDY) Ain :° I �'7durn:ANGLE EA. SIDE. �. x {WALL MOUNTED SHOWN, MAY BE =- i �+xA.SO INSTALLED TRAPPED MOUNTED EDGE;IF APPUCABLE� PE•R SECTION Q--O' ON SHEET 8.) n h �t SECTION.X4-X4 Wl 4& {END'.& INTERIOR MULLION. 1 u 19l ORI NT{1TIDt f- g f Mrr. ED y ��GLE 1/2"xt 1/2"x0.062`xCONT. AL(4.W/ 1/4"bz3/4" ITW BUI6D:X;? s{ MiN:E.D., I .. 19'EK SCREWS.f.24`o,C. TO TUBE: .. .. .. .. - - .. I 1 1/2'..: _ _ _, _ _ 7�COMINLLOtJS POURED--•-__� .. CONCRETE(f c=3 kv Efn) -- 8`Min.THICK'REQ'0. 7. • � i X4 ..... I X4 :.(tYP.Tw/B0 m) 1 .1/z' 1 1/2� (tYP.Topl9Ofl`ow . MIN/4D _ x4 x3/8 x0 t9(6D61 T6 ALk01�Alum AN Lclot - - .i •EQ Ea a SIDE W/(2) 3y'e Sti TFiR11 BOLIZ TO MUt1E4 I( (!' �ii F3,ti dl Bij 1N0 WDE ZHan l h We ioty 8uctccan0 Zone) (2) 3/4°o KwIK DOLT T2 EXPANSION ANC , tsJ 5"Min. EMSEDMERT TO POURED CONC \ @ 1/'�. 2a¢a rutesa uac , ewwa.mr:. EDGE"IF.APPUCABL£- -' .IYAL[:}..(TYP.Too&BOTTOM), � \r . . K�• BEN 9. r38,>l�F�us lla7)ing a �� ShnKerSpatem' as/aioM. WAIL MOUNTING 41JlLtONPOURED:C wacau iTER:.$EVIC NC.RHa atc SECTtO1V-b\&4,,; -Z` S7ATE /•° '12 '_ p"�;e taws scs r:tniiven eccsYr w u�c t> 20-064 9 ki f uu�caea s vuwm Wro . .. END$INTERIOR WALL MOUNTED:MULLION INSTALLATION sC!St-..m1/8_ tw !'-�i`r IOtl✓L Vci .u:. odtc maw• sf¢Zru ar zd hrt tk h �Ib YR � SEACJSWhATURE/DATE' ai ' EDGE IF APPUCASLE� ?,,�11(1t.I,1oN DC.PTPiK1/6 Pont. EDGE IF APPLICAStE ^ ALum TUBE(TOP 4.'50TTOM) VI/ �. -.. �, s/t :ti'TAPCDNS xl w/s a/a /)ox3/4~mY t11126Ex rElc scaezvs: W 1 o.a.0.D8a1'GAi.VA^11ZED SfEEI:: `d 1 Y�• +� 0 C. 4..3/ m E D � Min', n t E. 1 � • � � \r 8'M 43 CONPI IOUS POURED t t 3 1/2' .' ,\ 6^k.n.THICKNEs"S. f REOT3. DaEm i, a° ---r—_- Min.FE.D. �:-E.ND CAP .4-3/B'Min..E.D. i CONTINUOUS POURED I CONCRETE(FC?3 W 9n) a 6':Min.THICKNESS r ROVE). mh ._ ( I04 EDGE IF APPLICABLE .. N ; I SECTION X444 WfI.*, LL N .(WALL MOUNTED SHOWN, MAY EASTINc_ I; )BE ALSO INSTALLED TRAPPED .( 1 ORIENTATIML". J cl `f.: "' MOUNTED PER SECTION Q<-O' WO, a o10, IONR.,HEET 8:} :tdA?(fA"UM INTERIOR �i'ALL `:101)NTED tlLFLLIQ[:1'SPAN= �W t1 3. I W� GOVEREV SY S4HEDUt€ 2b' FOR INSTALLATION C4SE;9 1 �'C � � I IL''.O(J SHEX'C'3:5 (,l.1071) LOAD, MULLION 5f'ACIN ;'y�0, SRI1M IN5tAtAT1tTHj: I i 2 t/z \' \`p It�STN1A1tQW RESIDENTIAL AND COMMERCIA Min ED 1 R [ 1JE xT 1/2 xO.66 rCONt'PLUM APPIJCATIONS WITH t6(i 8 P,a.{ aARGUE W/ 1/4�'0z3/4 ITW OljdbE 1 _ '"AAXIMUM A S D. OESICrN.Fi RE MIN. E.D. xxk'zSCREdS 24° o.c.TO,TUBE RATING, 12'-O" MfJCIMUI�t MULLION I rspmNC:'"VAUD FOR Ci3RiNEdl`ON 16 '+- CONCRETE W/ HILT! INC ('us H OR ' f XQ POWER FASTENERS WEUT ItE-9o(T --- (i1P^741g6Fli'Bj---- - --------- r _ \ ANCFIORS. J - - - IRbTA1SATIt1N CASE 11` COMMERCIAL APPLICATION Fttfi �1049 iS 1 I p.s J. I WlyUEr) A 9 D DESGAt PRESSURE RATING 8 O 4 3/B, ;, -;f2,3/6"s*wk k.T TZ ExpAN 3ON.ANCHOR mA.t mqm A+I.LLioN jFApING. VALID FOR CONNECTIO�'Td MIN..E,D. w 1fI/2 Mirt 'EM9MVENT TO PO<Jtq£D C^vN' ETE' COyCRCFE FY/ FIiI Ti 1tfC KWiK BOLT T2 ANCHORS; 0GE--IF-APPLIC T $--PbJRSIDE-RAIL(OD NOT SHOWN-FOR-CLARITYJ — 8 F;R6r1 TTitCiG'VISS REOD ``` r�iq - .. ....FLORIDA 8t1it/3'NO.CODE,{TCat h ouloalty HuiF�tapo Zeno) ; WALLM66"N6 iiolLIQP1 E(� � "ni:- o3ma'mrioo No, osuwr er . POUREC)Ct�NCJ2FTE VWkLC >` �+ S Sergi naN w a INTERIOR WALL M66 TE0 MULLION IIVBTA LATION ' s ,too ' ` ` tt��;;�&ny�c°�(a�°�Nst�N��aMP^m ExFEgr syur�r It4sERV �rac. ` ... ... ... ... Z'o r,/' .yam sxas w ,7 ix+sfae l iv Gnat n n�t.�a<eo 684 SW YtF(IIt46[Ij:'.DptSr& '20-064 . •<' MCtt t.4kpCccicom APPLICABLE T0A LIMITED LOAD MtlLLfON".SPAN ANO.:MULIION SPACING INI 'f0619 �``'�` -or1s : t T � '' .. DRANK ,�/y .`.�� A t9iLit7 h SCAIE.t/8 .t' W !j�,(�Its� ��`?E,sEAi? taal2i¢c/DA,E: r aCrac t1m 8 a:e�• u naa:... ., scafrlZr or as TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT'CODE COMPLIANCE RELATED.TO.ITS INSTALLATION INTO EXISTING.POURED.CONCRETE,CR GROUT FILLED.CELL CONCRETE BLOCK STRUCTURES (*} STEP1:OBTAIN JOB SITE'S A,S.D.DESIGN PRESSURE.RATING(p.s-f;)FOR THE OPENING AND`DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT Wf0 STORM BARS SPAN"L`(It)TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1)., 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL. STEP 2;.ENTER TO CHARTS (la, Ib & 1b*) THRU IC ON SHEET 15 TO DETERMINE BASED ON AN VL' BE BASED ON CHART Ie ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP.(h),ANCHOR TYPE AT SIDE RAILS:A.S.D.DESIGN PRESSURE RATING(p s.f.):THE. OF SLAT$TO GLASS. REQUIRED MAX SLAT SPAN"I.711. 2.ENTER SCHEDULES 1a THRU 20ON SHEETS 24,25&26 W1 A.S.D.DESIGN LOAD:;MAXIMUM MULLION THE FOLLOWING INFORMATION.IS.PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,12%&OR7).AND DETERMINE MAXIMUM MM�f L UON SPAN(HEIGHT)W1ALLOWABLE PRODUCT INSTALLATION VERIFICATION:. INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN G ,`may&,Y MULLION TYPE& MULLION ORIENTATION. • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE: 3.SEE SHEETS 10;10A,11,11A,12,12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOR A SPECIFIC.PRODUCT MOUNTING FOR SLAT SPAN 5HAL1!BE COTION NS C3 INCLUDINGEI ANCHOR TYPE,THE CONCRETE BOTTOM A'GIVEN MULLION TYPE'(TRAP 0ED}OR&< L)LMOUNTINGS OF MULLIONS INTO. �y LAwc THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN i&SLAT SLIP MAY BE PROCEDURE4b:IF BOTH STORM BARS&.MULLIONS ARE USED USED,FOR A GIVEN A:S.D.DESIGN PRESSURE RATING. 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE.USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ic:PROVIDES SEPARATION SHALL BE BASED ON CHART Ie.ON.SHEETI5,IT'SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR WJ STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAILANCHOR SPACING REQUIREMENTS FOR .2.ENTER?ABLE 1,ON SHEET 22 Wl A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va.Vb&VV ON SHEETS 16 MAXIMUMSTORM BAR SPAN(HEIGHT). THRU 18.ENTER-SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE;.SUBSTRATE,MOUNTING TYPE,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A:S.D.DESIGN PRESSURE RATING AND STORM BAR (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET'1 FOR ANCHOR SPECS. SPACING AND DETERMINEAPPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE-TOP 8 BOTTOM_OPTIONS PROVIDE-ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS.ANCHOR STEP 4;IF'PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&0)OR REMOVABLE(ANCHORS B&C)'INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &A CHOICE OF 2.OR 4 R.NCHORS PER CONNECTION'DEPENDING ON LOAD AND STORM BAR, SPACING., PROCEDURE 4a:IF STORM BARS ARE.USED 4.,ENIERSCHEDULES'iii'{ALFSdON SHEETS 24,25&26W/�SS?3;GESIGff$REB`SUR RAftNly; 1:MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPAC)NG(MAX.,12',.8'OR 7'),.AND DETERMINE MAXIMUM MULLION SPAN CHART Tc,ON SHEET 15,1T SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGt0)W1.ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN Cq MULLION MULLIOi'(ORIENTATION. 2.ENTER TABLE ION SHEET 22 WIA.S.D DESIGN,LOAD;STORM BAR SPACING.AND DETERMINE MAXIMUM S:SEE SHEETS:1$i0A 1i,`�1A 12 12A 13&13A FOR MULLION CONNMECTIOf`1 DETAILS ATTOI°& ALLOWABLE'STORMBARSPAN:(HEIGHT). BOTTOSd)FOFtFLOOR"TOC tt1N� TRA�PED)ORWALLMOUINTINGS;7FMUk[01dSINTOCONCRETE FC?¢TAG) ENM(tLUOPFTY ( ee .t & .): 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR --- -- —SPACING ANODE TERMINE kPELICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE - TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS A7ANCHORS TYPE LEGENDFORVARfOUS - +.PRfJCEDURE PEf2 STFP81�11HRU 31SSIMILAR FOR iNSTAL1:itT1ON5 LNTO WCQ(3 FRAME - -— -- ANCHOR TYPES COVERING PERMANENT(ANCHORS A&0)OR REMOVABLE(ANCHORS B&Cy STRLlCtURE6-AEE SHEETS 26&21 FOR LIMITATIONS APPUCAfJLE TO INSTALL00NS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD.ERAA9 -STRUCTURES: STORM BAR SPACING. _ ...: FLOMDA 80li EG CODE(Nets&91[,YetocHy.tlurcieane Zora). wenwN ar, s1SVI YP. "� TtolFlrtg$uHfYSffatcsm os%ar:ota No.4416 » I:COINc. n u'�1ft�p gy�� k, cA,E. * y} ,,.' iY2.li,tE5tMC a ENC1NEEpINO COMPANY 'E)(PERf:Sfd(Mr ,SERY{CES:INC. - - xxsL w¢wa:M MIN @47f sx 'F61HNB C C�4yY 20-064 STATE L)F w uat»=,onm r.,tsmNr, .d'. r Pml. IA 4 e-md umos� "" �.o c l� 1 -mra BRAWM X. 0A..1.t1.'' G1��C4SE.SJdfSM,t�iLRE/IFATL..;. ." nL7aEnRn A,lxTfLL.1pl 44167 lsP7.E. ta orza q � . x..r ... .. .. SLAT PERFORMANCECHA14TS:,IkL, 'lb r b , I:Y'I db FOR 112".SLIP} FOR-A GIVEN A.S.D-DESIGN PRESSURE.RATING(p.4.0 PROD4CT.MOUNT CONDITION iNCLi1DING l�NGtiOFtTYPEAND:FOR INSTALL�I ON$NI/_dW W/O CHART Ia CHAT :: CHART Ibe CHPRT`rC, L6E itVi[tAilAi t�itTlV£ASL?LUffl USE uApSlIY:PCL%tEiPE.A$.D tA144 YIiLUE; :':. 3/8"O KWIK BOLT 9ANCHOR. 5116 o TAPCUP{kG.ANCHOR 5/16'iS TAPCON XL ANCHOR. POURED CONCRETE lu va F:ry.'ca ram¢. en ONOW BUID ceu ceNCREM apex 6WL. NA3(..SIAT SPAN SLAT SPAN RE4UlR6D_li#N SEPAWh1701V T(T'GtASS' DESIGN .-..... .."LaaX. (FT)'_._.._ 'Lmw(FT)� .... . ' NEAStltt€U 70 6iG`C�0 Stall W ALL T,avam elms-cur TALL:: Tw�Pm �s¢u.a,r .ysw. n 7�PPm Bwn-aDr o smRu'eaas w sroRTa t34R.s W ta1.w� rmtwr W! aromtr �Nr [r tirJ �� t�uNr tramr w/,f� R47fIdG rtea#. arcs# '� say iniu� set rows* s =iasEs# ' ss nines* �mr i# tames 4 .�'J €worts y D zon wao za+e 2 TatptO.2oNE (1nn SEE WrES# - gE ow 4, $EE wa LS C -0 4 20'-0" 20 D 20 D" TB-d' fl`-D 180 a0 -0 T8�4' 78 0 t8 B 1 0 f5 3 ZO 0 18 De - 24 -D 16 340.0 -0 15 214 B! 17'-43- -, 10 52lt'.-S- 14'^}'Y il'-8 11-4' 7D 0 �. 1 t4�2 4T5. 9 -27 1(Y 113` { 11 0 10 10 9 ' t d - g" 74 138i0 D T? 4 R..1112""8 ,1tY 0 9-t0 'B t0 :j- f2 80.09'-- -11'-0"' 12'-0"0 , ... 90.0 t4'-Y - 1D 1 71 2._.. *J 8 T9 f; TY1 �10'�T 8..1.1 t01 &�f0 -8-70 :F1-0 :.I1[ ea0 13-'S., 3.8 i0--9" ...«. ...,... - ,. 1�0; 72 S 8-4 10 5 9 t" it 8 8'd' 9'=3 8 sD'-4 E4• B 3 7-8 12•_ 8 '3• . 12 .$'-0 '8 0 'T { 1 11 1/2' 6 7 - .___. _.W..,...._,_....._ -,..,,u. m. ....,.._ w ......,." .....� 115.0 T T 8::5" 9'-e' $-4'' 26•m7•. '7•-B` ""`.8-8 T 8 gt07`8 120A. $" _B' t —g�-3_.:..__ y"`.: 1D'-;;" 3" 8'=;s 'Y.�- ,....._._..w... ._._...._ -;6 $'.11 i 5 "r 5 5' t0 t `it 8 7 T 9 9-0. 1 4tt,;,q J 2 8 2' 7`m4 B-fY 7-2 '7 J 6' 8 t - 11 _6 7•-� t3$,ff;. 9 SD 7 8 8 9'.: 7 9 8-$ 7 6` 13'III" Z 2• 8',-u Z D 7 2 &'-$ �'t .10 1/2 6 7A � TF 8-0 .;8' 10.".1/2 .B ? '.t0'_ -` B'-2" `,3"— ...... - ...-1. ...._70" ...6 .. ..v..,.w-- Ifx`�3.Q.. 8-3"• .7,-iD" G> 8_:,,;7 - .r_,.2 7`-7 _ �:a,f 10 _6 iBOA` E'-SS"-_ - T-e• 8'w'1D". B...0.. '7!at. ....�_ ___T-$.._ .. T," .. Io" B" ... ,1..^_.. .. 1. N3DVE'1NOtCATED MAX:SLAT,SOANS;RAY BE USED AS'LdNd A5' A1s ANCHOR SPACING i5 AVhilABl.E FOR THE CORRESPOyNi<1HD`St.M1T , SPAN ANd AS,D. DESiGN;.FRuS5c1RE RATING. ;� 1llfii f �W t ... fl.ORlOq 8Uf<DING CAOE' Nan -h*IClacity Hurricane Zane) 2. REDUIRE S'S'JOE'RAILS tftSTENED.,TO.EXISTING STRUCTURIr;Yi177'i "/�¢„ o'tr7T,'ro,''>sx, ... .: oruwN eY. 3/e m 1 v*Bat 3,'ANCMOEi.OR:5/16 4 TAPCON XL ANGHDR INTO s; vCEt��F 9:� _ �t��I�t�; FCURED COi$ERITE,aft GR01JT' tlt£p CELL C.ONCRETE,6LOC1�,:Ci _ �.,.,_ Roh's fiattetSystt2n ao/el2� WM 1/3I TE#t`SCR Af",k1ULUONS CONNECTION *jD<Fc7R':. UO+�41F}7 � �s r;tNc. �. . o�rc WALfr,:..AOouNTEps.TRAPPED':tJOiiNl fl,AND BUILD-DuT t(OU1?'t :'. ;; ',sa -� °� iH,,tt 1TSti1+rG'G tNGirot[NFNp caMPnNr EXPERT`,SHUTTEk SERv[CES INC. .• /f b°>'¢*$ '�.""'�`ro.-a amwti=-ak"e ews ii-rurv'ec 68H.S YG WFtfr+(GRC L'ttM: 20-064 3. AW 1idUtd SLgT SPANS FOR,INTERMEDIATE LOADS.NAY=6E STATE-OF �� mod;a ocaa ✓wsc sr wtxe [L 3dIDa4 nz<rmvo DETER+AINEOi 8Yr,UN£AR IN7ERPCLATION BETWEEN ENO VALUES; ��. u-amariv rep sa�.`rN,prny.e> aea •.,a{`' �f Qet iQa t\� u NR7ER R'T Lr .:P.E. way - �fi�i�'rt i €'• \ y�1�'E. SFAL SZMTUV0AT G7.asva�:�u:{ a}�� an h-v". °.n sn"r5 ar 20 r ww.` -�. MAX ANCHORS SPACIPIG SCHEC}E1LE Va FORA GIVEN PRODUCT MOUNTING W/318.0 KWIK BOLT(ANCHORS TO OdukEU CONCRETE WALL A.S.D.DESIGN.PRESSURE RATING&SLAT SPAN RANGE f INALLMOUNT SLAT"SPA'RANG! OEM ..:.x. OE .. - PRESSURE PATihk3 '0'-4't >-{ g f t >7' 9 > 12•--16't''> 16'-2g t 9. 9" 9 9' 9 9 7" 5 5/8" 9• S eA 5 5%8, S$/B°. SCAT_ 9 ", sat-1os 9 tT _..9" 9 6,tJ2", 9 5f8• _ SPAN WX::SLAT SPAN FOR A 9s .-9 S e•,... $ , s -_,-.... ..... 'ONETd A.S.O. DESIGN >tos 120 9_ 9 3 9 -' PRESSURE:RATING:SWALL 7 6 NEVER XCEED,'MAX. I T s s 7-- ..._. -i _. - __ SLAT $PAN DEFINITION aaRMnNCE aFusRLSLAT o TRAPPED MOUNT. SHEET t$ 'SLAT SPAN.RANPFM GE _._ . TOG . 0'=4•T > 4•-5't; >5 t'c i s'-�•"t.-. > T'-g't :9'-12't > 12 e't > IW` 20't: _ �+ _. _..._ -: >4t-6o 5 ..B .. ... 9 9 g W. 7 1/2. _.. _ .............. _.. _....__......_ ... ...... ......... 9' 9 x106-120 .9" LE-af - 8., ._�- E 1.`2, >tat tna µ _ BUILD-OUTMOUNT _. ' T SPM RAMGE Pw1�u1E 0'-4't >4!-5'tPAM s.3o.o. 9 9 _- .g _ .� 9_.._. 9" _ 9 9 9- g g• g g _, - - - -- — 9 9" @ 9 9 5 _ 7 l a'b! —7 8 5 5J8 raf8 TSYa H - § s . :s s� s s .9 s a .t/2 7 ar�z �tfa "SJ�. sus s s/x�� s,a ....».....:._ Y _ 9p >st-e0. 9 9 9 9" 9" 3 9 5' 9 9 a >1at-tao 3. ..,,9" 9" ..8` 8• &. .. ,T�. 7.' S.S/ 8 3/4 6 3 S.S,.�, S SJ& 5..5f9.' �1FE111(�ifttfif�y J' i3zDaa xu„r^o Vic: �F'OFtaA SU'J. 9C COD tit p t H ff//C( T, "Burn9plocityHurrienr+lee�2one _ RNtfir9 f7t�! ! : . aa�a / L l� 's li �yg �Ri, T G6 I�rcea,[ r''. —06 20 054 D4Arhxa A. 'PA,rtte d.Ttur yr<ftK':" .n'r. "a+:>'.._, wu er,.r ,.aMwwt wxc . . !r.�'• 1?` >•,ra�R1. `Q1f)yTU12' ''. noK'2tM.lA"".�417�2 '.3xEET 1$prig.: MAX.-ANCHOtMF.SP C[hI .SCHECIUL : RA GIVEN SHUTTER MCZNT7M�TYPE,;Wf,,6/,1W b l APCf�t�(A ANCHORS;TO`POURED CC2PlCRETE WALL FO : A S D 9 DESIGN LOAD&SLAT S 'riN RANGE t , ,WALL-itifOU?VT - ,_ •ll' �# �4 5 f F $'-6".f >.s' 7 # o'??`� �: >9 28.-'r" � 12' f@`� a',16X 24Y''t B 8 t um x &ts !1 8 & 7 a 3 3 3 tVAX. SLAT SPAN FOR A y9f«Safi to 8 •aJ2« (_..._SLAT GIVEN A.S.D. DESIGN LOAD SPAN site tea :" g S" 8'- „/, k 1 2 3 v'f4 ,............. _.._.. .......... ...:._.., _: SLLit SPANK INDICATED ONNm Exam E. /4:` SLAT PERFOM"CE CHART .. �_;.. ON seEFr is. SLAT SPAN DEFINITION TRAP#�EB MOUNT - .;StAT SPAN UME`, Asax -• Ss <o` :i.*60 <6 6'. 6 v fix. _ 8 .d.. ., - S zltt„-sa-sa fi �' o,.. fi fi 3 �4 wh - SLAT SSP RAI,= l�tr. ^.1X�S1 - .'. t 4 _•. :: };8 �#.. ,._ �.."?�-8 '� , ., .. , �'..A 12'� : ... _. ,,>?a�'L''—S 6�"� - ,., �`'L&�-�^I1�t , r. u s s .s s s .. s v 1/2 2j y 2 4- Q � /4' - _ , _ ' -- >3r +a b' 8 • f 6 6.. a &, .. &.; .- 6» 5 6.:.: a s"77. 4 S'314: HIE 4 4 a"Ve � 3/4"Z'V4' 3 3le6` fi'.. ,it .ti« f4` /4� 4 Jst/ 3j. 3/4 4/4 a /d" ' ., iz%Sac A 65 1 / 17V T 3 3l4 3,3 :'tei,�'fr;4 --"G:"• �`Cv"---'Ss.'1 2., .5`l�2- 3- r4. : FLt5A1�4:sU�..QY'i0 CCoE'(Hon TtgH:YA!odry Qorrioan6:zone)Na . y\��y44 e .i..+ffCCC _ 1� Ott f g r/,p... es rxluo ildk er: " �ff ,�a.�,r. - """ ":Pdall3ngS5v16e�S�sttr:x asJtyzozo w� tic rux� .:. nCSI`ftG Y C'44 lam C4NPdf19" A t C C 7}/��a r� «w�.xrs w �t i�e u aue;sav wtEnr btds«E 20 464 ',, wC Z Xt « f cx a a s xt c at.st53t osuw ua'e> . �r�.�(too, auc� tl erf d»stuu g : : ... tt or st�crze MtC:A131GHE�R'S SPAGfNG SCHEDULE Vb. FOR A GMEhE 0RODUCt MOUNTING TYPE;Wt Shb o TAPCON AL ANCHORS TO: GROUTF.ILLED CELLCONCRETE BLOCK WALL-A S.D.:DESIGNPRESSURE,RATING.&SLAT SPAN RANGE t 11fALL ftAOUNT SLAT SPAN:RANGE.... . ... ....... PRESSURE RATING G'-;4'ti 4' 5 t 12t.g't > 16'-20"t RANGE(p.s.f.) B ::.,... :;B B B» 6» >31-40 8 8 8 ,g• B. T 4 1/2" _ >41-60 -80 mm 7�2 SLAT>at-t0s B' 8 7 1j2 5 4" - J7- _1/1 t PGIVEN ESSUA.SEDEa`'IGNFN A ASP:N>1W-i2a B RATING SHALL 7..1/2 6 '' 4, ....-�, ..„,;, -._....,. __�� r-;W — L>121-14a g^ NEVER EXCEED MAX. SLAT INIXCATEII ON.S1A— PERFORMANCE CHART ON SLAT SPAN I3EFINITIONSHEET M TRAPPED MOUNoar SLAB SP =RANGE PRESSURE .RATM 0'-4't >.4'-s't s 5 s Y >s' �''f >:r-9 t `s s lx i, >12'-IS't > Ts'-zG't...>s1 so 6 fi" :: 6 g: 6" 6 4 1/2"> t w >si-105 6" sc 6 41/2e` S 7f2.. 4 1j2"stet-too g" y h if2 3 3/4" B[3iLt)-OUT MQUSLRT�SPAN RANGE::::..RATME . s,PRESSURE 5 . E . > 6' s t — 7°t -` �> 9 t: > 1�> >-tz' 16�t ET� 78'RANGE .. ,.30.0. g g. &" 6 z4,_ 4>3t-40 6 .... 6 6` 6 6 -Fi 8. 6 ... 6 6 5 1j2 44t so 6 6 6 E x 6 6 5 1/2 5 1/2 51j2 44> 6r� Fb"s: 6 �' t�(�L 5 1 f2 5 ij2 4 tf2 3 3j4 3 _._ tos t2o 6 6 8 5 1` 5 ij2' �F 4 1j2' 4 1/2 33/S 43 S 4" 3 3 4' _ ii ♦�♦♦`\`�'iFl.OR(GA B'f17tDlNG WDE yQ�'r€7yopiX llfgh V61ocdy_.Hur&ane Zone) 1� Fr� `{ ri.r, L46�tetMY3)rsYom` .� xaxn.1 die�er�.-INe.: t . . hw3tt&rg oi¢ Tt * taut T n st+sartacn nc.cowvArtr EXPERT;SNCITTER SERVICES,jNC. au°X Ail Nee aea.sw wltm+ai;OuvE>' 20-064,. � p00j+e+vruo t 2»e anko owMro no �cra n.r34 -- ...... ♦�_::_SE.TLjGMUTUREfib4TE ..,. R -:1 41a- 4 - _ , ___ -. SCHEDULE VC Vx FORCES Lb/FT`&Vy FORCES Lb/FT ACTING AT JAMBS FOR AN A.S.D..;DESIGN TOAD RANGE SLAT SPAN RANGE.FOR POURED CONCRETE OR GROUT FILLED CELL.CONCRETE.BLOCK WALL BUILDINGS (USE MARIMUM VALUE BETWEEN PDSITMVE AND NEGATWE A.S.O. LOAD) M"MuM A.S.D. SLAT SPAN RANGE DESIGN PRESSURE 0'-4' > 4'-5' >. 5.'-6' > 6'-7' >: 7'-9' > 9' 12' > 12'•-1.6' > 16'-20' RATING. (psr) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Uy Vx Vy Vx Vy E 30.0 10 60 10 75 165 90 238 1,05 421' 135 594 180 999 .240 1390 300 >31-40 10 80 10 100 386 120 440 _140 398 180 823 240 1328 320 1823 400 >41-60� 10 120 29.0, �150 _.794. W180 509 210�~ 708 270 1266 360, 19152 480 2553 582 >6_1--80 T 10 160 616_ 200, 767 240 756 280 1007 360 1695 480 2422, 6_00 2547 596 >81 1.05 123 210 550 263 711 315 11,142 368 � 1372 473 2009 5�91 2492 63� � � _._.._, . — ......._. __ _.._. _..__ ......__ _.__.... >106-120 313 240' 728 300 881 360 1345 420 1587 540 2112 640 — — — ., _W_ .. _. _.... _... _W_.......... _ _. ...__ _...... 1003 420 1612" 490 1869. 630 2039 635 >121-140 552 280 960 350 — — — — >141-160 7"81 320 1.186 400 1322 1 4:80 -1873 "'560 1740 64C3: — — St1t1 ION ---— *NOTE:, - - - -- -- - - - - -. ---- - - -- - - - IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR, - PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS. DESIGNED TO SUPPORT WAND W FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHTAT BOTH JAMBS. SEE THIS SHEET FOR W&Vy,VALUES. _ -- -- —SIDE—RAIL— T—T! — Vx' -— Vy R` it�i Ittity�iiAw,,, J�r hyYe umw�Ane�Zoriu} F FlASi10A'6US(.I:ikC h. B c�t>I �I�S wP tdu 4• 16 Peron P. �C`e �✓,. T3cl7ri C1t5T{H g.QkISeN WHO CONN0.NY EXPERT'SHUTTER-SERVTC!:;.ANC. rsam axv..sea.er •wrnms.. rmrs.n mea 4&4 5.i4 WN.ff 4tCfiE..1NCR6 •.nnr GuyFe�tx ra ?§anne-wi - 20 OBA -4; i1TA[ECif �„ mca sa!wNta�eem pie .s-am rm�i, arf-cery oaawuro Ha "ii�',l• COR{I] 167 .ec.... .mosw; �'J i5'" ::` ��r k.(t m 5fRL,/StGltanSftElpAtE. ,ssccr tB(0�3p . r ... ...:... .. SLAT PERFORO1N CF1AliT r�{ :-(ONLY VAUD FOR:T/2'SLIP) SLRT a Ef F�iRf t3CE,Ct#3 RT 7 FNCY ttkLlD FOR 1/4�SLIP), MAXIMUM SLAT'SPAN A'D M�tM�M SEPARATIDN TD C`iAS FOR A ... ,, WOOD GRADE A SLAT rc A��uat� t9 i� GSNPg Sun�FAnMc(asRasnanonvcrMogr+x Far.AdkTNa AUWA.4&Di s rtt5i3 stlzl RK t41JANDPRIIDA=MOUNT�ror�mpascCAfi; S�17 /B'kND PRODLtOTU Q_ 'fiY=E' U WALLS, ERA "GZNae2Tscc€OttduS�Gsr712tro>�3tg�SOTOFMR/wSPEauEiAi72ts�w f rpLr�Y�t�6�b.slnFpf St�AnGrAh�rEww WIZ"xA"S11iDSA ,LQN, LtETAI i ., C HAkTI I CHART IC Z.,.. FII?I CHAR j: C_i � d m ama WODD GRADEOEM _ 7'At~t^.r3bT5tL c oa.- ASLOW 474 !'rR lTtf_AtdGJ{tlp'; �POMWE lz I tau.:-.. ` — Psttc wetter .. tt x,SusrSPtFiROXWD WK sn�� uxx i sLaT, ;ts n 'Lsva? Tt)• TO ar�WE%=ro �� .L,,W Ito) =m etus oaten TOsa�asxRY pie$z tc��s/ sa} DE57CfT GCtfCtrSS F2-SOtI N(GnA.46) 6a A B i s 5 1!Y 6151Gtt t1AT1HG _ VI s w _;.W/O sxcau'ergs pikim .,„ ",. .,.•' �! .•, ,/i '„WIc S .,nAlts :.'"F IGI'.t'iT€E-f#t-SfM(G--0.3e .so ;; e:. 4 ICM34 sADa me. (a s r),,drz un xca tax remcai tz ausra t 'wm 2evs :ew zas wtFtibi 3n,0'+ t7Y-n tR:O ,tea d t 7::t/2 36A _5 3 '8 3 ,Q3 T 5t18 tn� •.}_..,.. ' 'Twi 7ln,_ c •-. „"" t', r` 'i' g ' +w 4fl 'YE7`=>� Tnny 1 7 1,(2, q,- € E ( f € T pC3f f3T C Ck tOMt Y•VAt:ID FOR V2"SLIPa ,.. .. _. F�Ta�-w�waus�a�AAtsnrr�c��tnssrA�€=+�ssr�c'�.>gfuma8aoucraScx�wF • ��s � }sj' Aa cAr�+srn+rat�Tas�tskskswzaAeaRsaaenue2�covi .. A ; t h4AXIPAU6i A.S.D.CSES�tS L+C}�LS VS.trdfJ4D GftI�JE SCNEf�LE � ��"K°'a°� i� �„ � GNItRT CHART IIIC1 a� •vcun R�z'��5a�1�1 t�4eeS= 3 v , �f` slx�rr0w v� s tc i ax csN xL iact sR USE .wanve s ss): Y Y x17 A L (Et EVRJIQt[ ? I t u�Law VWX *�V14M wR- t- nr{Gs 4E1:: DETAL i-ma-LEVAT1OPSf _ � ) Sb4.Y; tT"^aFhN - iEtd.58RtAT70H .SY.4i4&id'#ciP2(tti+C$} : x +'- 'sa,� �- - asa ?sav4^CFTT as kM PRMSMPAu. &tliLratR :r W/o STM f tpwWr Wl rt7 ._..� -_nTtxo — �� tacsis�.c:aaaeS ... t-a . ar•- �.dtl: KI 3iAaSY�Ow"f�'�•Zg f1B�fC.�1;.STifA�,dP5{��PoC 9aAViki i +'WOW,t7tuAdE 61A;.L Tt?`6E SUiLT 51R€CTCY Lac£Gd1 0,(�#WIT14 `P'CS.GrvEf 014'W�A ' _, ANO P}to',nSi�S-'fROM Gia?» R"'23`OF fttE-f-rt',}}Et&�l�UkltnHC,-DC?t)� 'MINaAIJRa LE>�OI#i-�' x r1THE€Y IBA Cf:S1pEH€RG sil a- .t`� �r 7 �r. �=f€i'EY b`+.. F'LCTflC?d t3tlRtlih�G C66E<•(Nart Tf h�Vefacity.. urricbaunke <1ki�iLLATION INTO WOOD FRAME STRUCTUR6�: 1j� S �': ; � a �� S; NO*Yf7t' * r nun;> ffv r uuxueeaum caurAnr Wt{ `SLiurrmm' 1 VIC ltdC. r +•ci 4asa at[,-v, -w sa.ts: �n.^u 66II.% t�mAt0e nRsY¢ €: $7Af� r, r ' s` vanr sr.wn».v�alabi 20 064 9° ' ; ^"� •mug' uamc w ;;, { r;u en otes5?a ,21. . 0611D x4 T(�T[Ia iw FIIkP Jn r,E.t f F +°. \\\\ c;xEAi lS€t`stlATT)x ti/JA7[ FLt1P"tbl 4':'-f!xft&7 . nmEa.s�. eM SHMI 20'Or 20 aae pn:w. mwawa» MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GlVt4 PRObUCT MOUNTING.TYPE WOOD GRADE,A.S.D.DESIGN PRESSURE RATING'4pfNI3.-SLAT°SPAN RANGE;. WALL.MOUNT&BUIL6.-bU1'.MOUNT TO 2"A"WOOD STUD WALL MOURfi7O is E"WOOD STUD WITH MINIMUM 1/2"PLYWOOD. 1 :.. fs' - SEt E i'AILt k'ON BHEET Z E DETAIL�ON SHEET�O} .:DESIGN s SPAN BAN(;E, 7t:St SLAT SPAN RfiNGE WOOL) GRATfE okissuw MOOD GRADE PM RATING ;.tutEg10. _ 7ts.4•' >fto5'>5toer for >7bSr >5mio'•>10bI 30.0 6 :A y^ '6 6"., 6 6 6^. 5^ ;SOUTHER{ rl lE,'2' 40 6 W SOUCHEP.N f�iNE ?. 4fl .._ 6�... 6 6 6�... 6 - 4. 3/4 4^. _.- - - ([; 55� 45 .. 6 (G=0,55) 45 6 6... y 5, 5 4 3 1/2^ 5a 6'` 5fi', fi" 6" 6" 6 4 3/4'.' 3 1/2' 60 6 r37,.:P.. 6'...__. 6 5 3/4' 5. 1/4 3.3 4 3" 4UGCAS .IR S(Mj „ 30.0 s DOUGLAS-AR 50U"{ 3n. 6' 6" 6" 6" s" 6 5^ 40 R (G4.46) .... &,- 5� y" 5 tl4' �:"t/4" 4.. f3'a: ".:4- SPRUCE K Fib�071- 3o.t}: 6" SPRUCE PME M-som. t5:i s" 6" 6^ 6^ y^ 5 1/47 a„ BUILD-OUT MOUNT TO 2"xW WOOD STUD tiVIT Mti4IMUM,112"..PLYWOOD (SEE DETAIL 2 ON s4ikr�41 WOQO GRbOE PREMRE SLAT SPAN,RANGE -'. samair w`»t.w u*,►mo ` -t 1 CUCa'U xudtt w tro xtr tir mxaCT.r aoCarrw awatr.w C �uxr wA Wort w�c fit, - 3t3 E €kE�LK P�25 r sa sK s ti a R s 1/ 5^ - tl s s s s r s s s A s/t �- ,.: -��& �;4•",.. ..,.3 . :S hhl WTK - 6�0.4�� SKM PINE-F flUPi 6 s i t r t ».. 4: .. - > - `*ask ��RF.i /fit ,.. CF 'suiw 3YFtN.:{ �34"fir rt4eone Zan ;k'L.t}p6 1r.G (Na+t ii• .ioeily Hu e) MAX SkAPv: ✓ ss n;i�cu y duw�'aei �i Asb DiGN �� E �� . Z9f1+CIS; y PR 51SURE RATING'SHALL. a: f2nl3fas5$ntter3paf�a oa�a/xu9 �.FXOeEi? IhAYi iL .tNc' SH SERVI o�te sPAhf'`U IL7[DAl ED C}N',SL�tT Y1t. LaA' f C c rt xcvrttw c aiNc€zintv ?usraCr Fl CAS'IMC. ., lost w::uxst rx sme+wxzxs,rR a.tr eaa�w waFskMlE axN[, ERi DRtj!i.PIGt Cftt13'I S �'= Si�'E er �" , 20-06d. xt �� h.c+6 4::sroCCs^� M1e (EmYYiF5R4k FtR? ad>1=ci9C OPIMMO Na t.. .v[rrr J`s,, T: :4_ t�' ,, �.o..,ra,c:3' , • .'ssdaJsmtuiutze __ .. TABLE 1 MAX ALLOWABLE STORM BAR.SPAN(ftYFOR.A GIVEN A S.D: DESIGN LOAD -&A GIVEWSTORM BAR SPAC'1NG= STORM BAR SPACING (FT) P SURE _ 2' 2.667 3' 3 5' 4` 4.5' 5 5.5' 6' 6.667' _ 11 0 »» 1l 11 —U" 1'1--0 11 —U THIS REG14iJ IS ONLY VALID FOR INSTAUATO 30 0 1 d 11 U " 11 —0 11 U 1 i 0' 1 1 U W/ 1 OR MORE STO2R4 64RS PER NS — = 50 Tt 0 1 0 11 0" 11'_ SHUz ; 40.0_ 11'-0: . i i —Q 11 450 1 t U' 11 0' 11 0 11 -G 11 .. — __ _.. 500 1 0' 11'-0' 11 0 11 —0 1t 0 11 0" i1 0 11 0 11 Q 11 0" THlS REGION IS'ONLY VALID FOR1NWAd TIQNS _ ___ ....._ W/ 2 OR MORE STORM BARS PER SHUTTER 55 0 _ .. 1 1 .q, 11 0 11 0 —.i�._ T?—:` 11 0" '; 11 0" 11 U i i p' 1 i-0 .. .11.' U_ Ww _.d 60.0 _ 11 707: 1'1- 0 11 0 _ 11'—Q i 1,—o" �.i _1 ._.0 i i:'-U �,- , _.� .. 65.0 11'-0„ 11'.-0" 11 d" 11 —a' 1 i'-0" 71 —©" 11:'-Q" I1' d" 1!'=t}" � — .,_ w m n_ 70.0 i t O" 1 r' 0 1 1 —U" 1 1 '0" Tt 0 11.. Q' 1 1 -(j» 1{'-.t2" t!' {3, _..,. _ — __ _ — 750 11 11"-0'" 11 0 11 _d" 1`S ,0.. :. 11 0 80.0 11 .4„ 11 `Oi. . 11 —0 I.? —0" 11,-0" - 11'-0 11'-0' 10 •10,. _ _ _. _ .... _ _ — 85:0 11 0 1 t:'-0 11 U 1 1.' 0' .:...._,i.?._ — — ....... _ 90.0 11 0' 11 d 11 0" , 11`-d 11„—b,• 1 i''-0" _ _ - — . 9&0 11. ,4" ' ....... 0 ..... 1000, t' 0,., 0 - 105 ................ _ - 1100 1U°. 115 d: 11, 0, a i'—d" 11 0,', 11'—0" w _ 120 0 11, 1250 11 0 11`-0 11 Gl, 10 0" — 130 0" 11 0" 35.0 I V-0 11 0' - - - 140 145.0 11 ill`-0 — 150 0:' UPAEFSUREU IN BETW.EEN CWER LINES OF S70RM B;4R5,IN � 1 ��., `F1OEvd h ECi3Si tG Z 47�E;7Y{otr Yltgtr:.Ya�acrty$Urrican9 2crA) EET OR FROMTIPOf SIDE' RAIL TO FNTFR OF STORM EARNow », . 4 7777 G; t cn 3c + aanwa ere � C1 4"4'4 i t .. � Q tsxauttsps ,#: nstxoiu .,• �•w. �+ , niurics�rau He n� [1T SE RVIC S ZINC « w � z E.a SN �R r` PERT Av asp — rt 2t t itF t k a# uCs �G 064 No r�' •. ,• �j ra-ort-��zq , ter. 4 ruwetc f :'T�rsY nai-s�co= :. wuw�res en... ... �,r O{�.[: :S11.Cz'J PG ar, rarmxada wrx aaroc +as,acwx �;iY,a t ar1 s, "CU 2z yr25 .x: ,: f/lltftttl#llUi�ztt TABLE 2 TABLE 3 "REQUIREMENTS FOR_STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER. REQUIREMENTS-FOR STORM BAR.CONNECTION TO CONCRETE-TOP AN&BOTTOM PER SECTION S S tSHEET`9) FOR 4 GIVEN A S.D.DESIGN.LOAD(Rs f:}.&STORM BAR SPACING:(ft) SECTION S1-Sl(SHEET 9} FOR A GIVEN A.S.D.DESIGN LOAD(p B f},&STOfiM BAR$PACING.ft), STORM BAR SPACING"a"(TT) STORM BAR SPACING NEW 2' 2667' 3' 3 6' 4' 4.5' S' 5.5' 6'.,.. 6.68T 2' ti667* 3' 3.5' 4' 5' 5 AyB Q....._AS CO C 0. �A,B,C D_,,,. A,B,C D 0.B CrD. ..,0.B C�6 A B C D.. A,B.C.D_ _.hB,�C,O..- SOA A,B:C.D A S C D 1b8;C.D A,B.C.D A.B C,D A,,B,C.D A,B.0 d.:; .,._:.,...ABC._..."..,:,,_A,,,r.9•G... A,BA 8 C_D ArBaC D BCD _,_,h,6rC�D A•B�C D .../y6;C D... A,B•C.6. AB C.D A.B.C,D yI B�,C.b 36,0 8,_C D,�-_A&C'D A,8 C 0 B.C D A8._C ; A.8,C ',+�B.C... AA ..A. SOA'�L�A,B•CA AB,C,O CO AB,C,D 0.B.CD ABCD A:B C,D .A8,C.D A.B.C.D_ A.KC.D t40.6 B,C,D A9.C,E7 ABrC:O AB C,D 0.6C. A,BC A.9G `= A A..._ A _ f6A AB.C.D ;!}B,C,D A B,C,D' A.B.CD A,H,CA_.0.8.C.DYArB,CA..:_ A.BC D A.B.C.D A,B.0 .:_+{Q.0 A8. D AB C,C rLB.C,D A.B.0 �,a9:C _AvB:C A 30A `_h8 C D _A Ba.6 A BBC D h8 C D A B.0 D A 8 C 0 A8•C.D..._ .A B,C,D 0.8 C D, A_8 C_ Dp p A.B C D MA%C.D A,S;C D A C ABC, A k A A A. C.D A.B,r.D AELCQ -&S.CA .6A C D AB.C- A,B C .&6A A:&C.D A.MC.D hB.C. A.S.0 A A.. : A AB C,D A,8, .._, 0.B.C,D A.9 C,D A.S.C,D 0.8 C 0C 0 &8.C•D A.B C ALB O,,. A 6 C,. $0.0 AB C D __ FtiB C A,B At8_ A A. A k ,_ A. A 85A-- A.B.C•D A;B.0 D RB EA. 8 CD C.D AB G D 'A.B C A.B.0 ALB,C...__ _.. ._.._........._.. .._- - .. ....._ _... _ _ -�8 .„ :dHA AB C_D A,BC ArBC A A A A A A A T0D A.B.CD h&CO -A.B, D ",CD_ 0.S.C.D A C A8•C B.G ..0.B A L rvW _ _ ._.ra �• - _ _...».._�'a_._.. .. - :70.0 A$,CU ABC AB_- _A A A A A A AS CD 'A,B,CD :.ABCD AHD„ ,.AB,C.D _BC A9C„»W__A 5, A.,,, A 7&0 ABCD BC_ A A_ A A A A - ._L_ ._._...w. ._ . :.. OOA A,B,¢D A B C D ..AB,C D A. -A,8 CB.0 0.B C _ A A .... A, .___ _ ...W� .. „v. ._......I _ _:,_.a...._.._...�_...___. .. 90.D - B C Ae A A A A. A. 6_,_,'40z., k BCD,.... AOrQ,�__. .149,C,rD 8 D B C' ,_ B C Ae -A A_... A ._ .86.0 B C- A. A A A p A _ - 98A 0.8,C,D _ A B.0 D 0.B,QD A.B& A.8 C. ... AI&C A __A:_ A A 9SL0 k,H C A- A A A A v68A' AB.C,D B,CD '' A.B,C�_ A%C A8C H _..A ..A A ._...... k.: �ASA A,H C.. A. .. A- A A .,..A -y-,„_„�y( - ... ...... - `sIBBR A A A _.:_.__ ..,_ - ..,.__ A A._.......... J05.0 XS_ w......_}. - _t10A: .;. ,0. ., A A A A .1T0.0. ..-.A�.......:. _._..A-_ A.»:_ -.._. - i18A AaBCD I�B_CAD A,BC A.B�C A. A A _A A A �11" A A A A__ AH C ,A,H A, A .A. A ._ A'__.t ..,,it ._ ..._- - _....._. ..�». 120.0 a...• A _A.._., A A �A..,.._.. ..A... A tYE.O .A A A ......._.... ..._. ._.:. :... _iJOA �A B.0�.__...:.158r�_ __ABaC A. A _ A _.... A .... ___(i_...' A A ..f30.0 ..._.k - A A _ _.... : ..._._ _ _- _.-.A A A.__ .._.A--..- A ........_.A 135.0 A-a.. A F. NP CrD A,9 C _ AB A A _ A A A A _ 140.0 A w A ,� 1�6A A:Si.CD A'yC .. AB ..A ..... :..A.,_,... A A, R A _ 145.0 A A h :, _ 180A AC,D AS C..._-_.R.... A A A_ A:_... __ A....._ .,m-.»..,.-..,�,. ! - ,_. -_.._-... .__...,. .. - 155.0. 'A C X8 A ._ ... .A .....:...A ..._h t66A_. f68A. ...A,BC. ... "A-S p' A.. A A A .-. - ::1pp.0. ANCHORS TYPE LEGEND A.. #19?a.60SON STEEL KWIK BOLT TZ -- -- E7SAte7N ANCHOR W/2 t/2'Min.--- --- EMBEDMENT*h 6' Min. THICK POURED CbKPEIY (f c = 3000 psi) - 3/&®kf".1/4' POWERS CALK-IN ANCHORS Win. EMBEDMENT*TO POURED GONCREM.(f'c= 3600 psi)&3/8'o-16 MACWNE,SCREWS `- - - G'�t/•F ii.3/4-ALL-POINTS-SOLID-SEr-- -- - -- - - - - - - -- - Af4C4.ORS:W/7/5' Min. EMBEDMENTV TO -- - POURE.O»'CONCRETE 30,00 psi) & tt))1/I1"�) - f/0. 18-8 STAINLESS STEEL MACHINE �� :H 1( u��i�:. ._ ... FIARIDA''ButLDIRG CtHIE:- Nutt fi...9afocity'Eunirnna Zone).. SCi EVt ,, `\y�.r. ........ c zfas TrTEtA rvc a Daiwa By, ,. \C ENSF 9 �l E ILK ,.(}= fl6er:fTyY/BUILDIX TAPCON ANCHORS W/ � ,..�-�,, � 2 1 W,'fijn. EMBEDMENT*T4 POURED No.4416 _ 0 tt� C 0 Nor CONCREt. (f'c = 2899 psi) * = rucrr lzslu.�a cFraHrsre y'sa e�m 'EXPERT-SHUTTER:SERVICES`IWC. k a.sro.acw oanxA a s a 0aC irw sra 0-064 o' STATE OF + sto r rsxan-rssi 4 2 'EABEBM�(( IS BEYOND ANY FLOW/'CEILING FlNISFI gip'., F A <G� a pxar{e OhNn tEw 7.0-V r;a xf atiw mW{4!�tt`lui Cria� DRAWPt6 fa. c CORD',. sttcar xa arta SCHEDULE la SCHEDULE 2a FLOOR"TO,CEIIJNG.(TRAPPED)'.mouU II�€G' MAX: SPAN(ft)FOR END:AND'INTERiOR MULLIONS.FOR A GIVEN: WALL MOUNTING A S:D..DESlGN PRESSURE RATING(p:s:f;} &<A b1€AX MULLION ` (FTI'FOR END AND INTERIOR MULLIONS FOR A'GIVE'N"k&D DES€GN'.PRESSURE RATING(P.S.F:),."& A MAX.MULLION SPACING FTl ; SPACING(ft) _... . MAXIMUM-MULLION SPAN(Fl):r., MAXIMUM MULLION SPAN(Ft) - L070W t �d"x8"x1(4'MULLION 01 4k6"x1l4"MULUOJV y2 pgW4` ( €THICK 3B FLAW MULU04 ' ltiadraa l 7 "x6x1/4"MULLION Gi d x8"xi14"MULLION A f7sitd TICK ` t sv�ac EtAIaiULUc,� :. 'DRIEMATION(it:. -OPoENTATION 2, ORIENTATION 1 ORENITA7t0N i2( OR'R.Yt&itON 1 ORiFNF SON. 2 ) - (6N),- .ORtEtrtAlsln#i3:": CREMATION 2( ORS:11TA710N�1 OR�ENTAitON J2(0 0MEN7AM!f#Z ' s .. ENO IMERIOR ENO 9iTER10R ..ENO INfERIQR ENO IWTVW12 .ENO. Exff k�O41DN. ... EPFC: R1fER[OR ..NO INTERIOR R£D It.7ERtOR END INRRIOR :El1iD: 't QiF_HtOR" :3110 '20'-0' - 7 10 9 8 7-3 12,0 .9-4`- ........ ...._ ._. - -.._.. 11.5 _ fF-8' 10'-0 7-T .. J.,...b'..-6.,;;. ft.'.it;. _ 8 ti 4. tt..,.- : :'36.Q 2O--Di 1!;4' 9'.3" 8 8'_� -11•-V a..8. 70 0 7-7=-.._.i2'-s :40.D 20 0' ` 8"-10' 8'-10' 8'-4 ..10 i t :.:,g' t' 9'-7"- T-3 1'1•-6 fl-5' 6 6' '12 8 m Tb-l{ - 6-14 C-TE' .:6'-4' 10' 8'_1• 9•_7• T_J" :TO-0,_ .__8'- 8 8 6-6'_ 10 fi .._ -8' ....:8 3' 6'-t1 f?'-$ :T-11 B 2 ;72'-$w .:'48A 20'.r0 .6,-6; ,8,.6' `e•_6• 10'-6' 7 B '�B11'_ 6'-2* ..8.-2:. 6-0.- a 11' V Z' 4 B'-11' B'-7 iT. 88 T-4 5 11. 12`•-fi- ��50.0 cY.-8 8:2.` tYY-_v6'-U' 10 2 _...T_4 8'-t1' .. 5•-J•- t2'-6 5 1( 12 -20'-0' 6'-11' 7-11_,. 5-9_ 9-0,_-W 6'-8. 8''? ;:._8 4'-10'LL T2'-4 7.8._._S'6'. B'6•._„,6'-4` B'-6 _.,6'-2` 72`-ti; ,. ti'-4 S 6` ,:J Byz .'00.6 18'-^9 B 8' :-8`. 8 6' 9 8 6 70 r..8',W,6'. - 4'-8' f2'-0 S-'P 1 4 _Nk0 18 4 , 5-9 7-9 5 4. 8 4 6' 4 : -.8'-4 - e-2 __-t#t;r :'.$'-4' - "5 8 �t2 6 _ -. 8Sb tB 7-4 5-97 -IT S'-4',._ B Y 6-10' ,.•....6,�5�.. ` f P-10'--• .»... .W. ..,,.r,,... 4`.._ _B 2 . ,: 6-T' 77 5;�._:. ......�Q"'•3. -.:....._. -.5 $ 7w•4 "RILiJ tT:':4 6-U.. 'A'-�f#'L 9 8 -7-T:: 9 4 8'-D` 6'zS 8 0 6-2' 7t T:.:.; V-3' 5 6 -12'�S )S.0 1@'-G' 5-5'- 7f:.?_,• 5 -,9'-5�. _...6'-10' .B 3`: _4'-B' 17`.-7._._._..._.. .,,.._ .. ..T. ,15-9' 5 9 7-7" 6 4 T 10' g'-3' £-10_':6r2. tt /A,` .. :fi.-3 _.,_.._5 6� 12-S 'd1& ItS xl -3 5. F-T�•- �'-4 B'-a ..8'-f0'4 .8-3.- 4'-8'" it•_6• W 5-9'- -T-r 5'-4' 7'-9'_ _6�3' T-8 : 6'�2'_ I t-5',_„ 8, 5-6- Y2'..'J- ,LSD 75=v0- .5 D 7 7 5 4' 3 670'W itOA 14'-2' 5-f0•. T-r -5•_5', 7 9..9 8•-4 7 9 e-3' it S' :6'--4. 5 7..'. I -I...- 644 d' S: ' 7•-7-..'_- 5'-5' 9 3 -"�e'-11' B 3' 4'-t0' _...........M..:„_._ tiSA 13'-5" 5 10- T-7, 5 g- 7_9 6'-5 7 9 4 -5° fl-5 -- - ..... -'•- .1 12'-9' S-I1' T-T S'-7 "T-9' ..__.,._ ____._ �-�H.,.,, ......._.._S S 12�3 .:..-�.Q .,,,1 :.5' S...f 0 7"7 ...5'-S' 9'-S' 6'-t Y 6'-3 12.-} . ..6..8 7'-.9 .6'-4' tt .+?�.:.,.. 8'-8' ......,.,... 5 9 12 3 '.IOOA, 13'$' x'it� ,7'-�7•.._ 5.P_ 95 _:7�-�'.._ 8 2 5'_0 ..t1'-5 .tit'+eS:.` 6-0' 7 7 5 T £ 9 B T J' ' 6'-r •"5 $. 5•_Z•.... 'er 2' ...5=1 :1.t'-5 atYOA tt'-r. 6' 0 7 7,.. ...5 B .:. T-9 6. B ,:T-9 _ e-8'_.�li-5".': .6'-B" 5 !O (11 } •..11Qd �,n,it'-T 6 0:„ T-Y 5'-8' 9'-3' -£-2- 8'-S" � S'-3 11 5 '' _.._. tS3.0 '#1-�=t 6..t.._ r 7�-_.:..5 9�_._1_:9 6'-97• - 8_7• 71•,=5`,. ...6'..-.4 .. 5 it' '.3'_�_.. M_ t'3A„__fit=7... 6,.,y1•.- 72' :7 ...-,.,.. ;„ _1450 �a_2;; n-� r-r 5 10 ..:.7..10 Y-O'.- .7,-/0,,. 6•-8•_ .71'-5.' Y-O' 6 Y 1�'-J ;1'2'3N0 10.2 ,...62`" �,7:.?- .£-0 7'-D` 5'-9',.. „„it_5. - ...:7 .., ,6 ..._ 6..3- 7T_ 133.0 9-6`.I' 6=F". Y 7+._._51 11' :..:7 10 7.-2 7"10" .._.8-i0 it _5 ..7..Y:Y" ;.,6 2 :`12'3 --t7Q6 W9, -8 µ8-�L, r 7S-?.:�� W-11'.. 6. Q._.... T-70' T-3 T.-14 .�•"`3 '..- 9-! ti-:5. 5...._ 8.-0- .Z S .9 W9_ 7 9' I1'-5' £-a 6. 3 12-3 ,;:14SA B`._tO S-5` T b'~.,._ B,-O' if'-J "T 8 S 2 W6' fs ii-°i 0 3"' 12 lSOD 6'-S 6 S' T.7 8 1` 7 9 :.T-5 ,.. T_5• T 5 12'-3 1 9 &=H'„e 5'6" ]�7 -" S_1•..:._ __ ..tt$.0. &'S" a-6'- :7_.T 6 2 .._Y_B' 7•_0-.v_.- ]'-i'., 11'-5' _._Y-615311. 1Y 5' r_6• OOM =T 'F'-8'.16'-2' -`"MAXIMUM MULLION SPACII4e SIB,ALL-BE SLIGHTHAT MAX ALLgWASILSts .T.SPAN FOR-THAT}AT A.S.D.DESIC7tL PRESSiJRE,R1617Nf;.5NALt NOF@E'E7CCEEDED: - - jMULLIONORiENTATIOHISA SEENFR 4THE'GUYSIVE(F�GTE[�1QFt}CtFFRtJFJUCT. TEND MULLION r �... i -_? I ,INTERIOR --- - - -I MULLION -- - 14f�O11�( ryyj •. �,(:-..4 \�� ^ ... �`yrb ... - ... FLCff7AskautlLtl ttl CtlD (Nan 8T4A;'Ydeia+ y ti+Ir`ttwna�ZPno) TtTv-INC. ox4 ar: MULLION SPADING; * *, 1. EXPERT,SNUTTEl SERit€CES.`.{ axrew„ tESn+10 z 6NCwEERINc CournNr IN MYaa,-sm,.rsaw c+mwsn"' baS:Stv'SMtinNC4E Dwvt r..�t>�I-,s„ earn s7 Lucy.Fi_3c6Ra. 120 064 u oo`si191.COT "okc'taoo5`�r►-swa r ytml err-ara' ?4'�Gt+elb No ESTER A.$tIL117 4N I. ar,Me Nvi✓ (ao�p9b LLR e' F€A :� ...a HEPULElb .,_• .. - .: ... - - _`-` .. _ Ut t,,�1QR Tti LiNG 4"T, APjt„ ,�(iiI(}tJN1TNtd'�'#1i "SPAN FOR•ENDAND ItMlQ1i RiULLIf.RS'FOR'A GIVEN... 'WALL O -TING MAX;.SPAN GJNTEFit A9ULLK)NS FOR' ;D. as.A.AESiGNPRESSURERA Glas.iTSN 7 8-A1T-0°MgX'MUWONSP NGta) tDESIGNPRESSURERATINGcPSFtp&At�-0"MAX:MULLION 6Pi,�6MHG, T „•FT1h�" . IMUMMUWONSRAM FT)-.._.;��: MUM MULLION SPAN(FI} w - Yrs,YRF 4^IB6ya�f{x(IgULL(C&7".. G1-.4"i19'.S1_10muLIION !J`2 AA7`#(4"[HICK(3.VFUWGE)MU,LLION ', ipflQokRt; ©4"7�"x 10MULLIO `x8` 4 M LL)CtN 4*in114+7H(xt/ CK LqNGE)MULLION f'% 6P1SK/ATtptT./t ORFMAtipi` ', oQFlatatroR: 1 DTdFMAi70n i2 .'jRaxr101Cn.1 OPotNTAIIDN 82' D) y 0WITA70 /1 f#TI._..:ORIENTATION ) CR[N•iRt' i f...., ....ORIFNTASlMi,2 3ROE€trQroN'.fz_ „M L) [NQ ,MITETFDF DIB r'tNTEKiCbT. ',M::-,l RlIERIOR END aliElH9f£ @,T1!. END : 2l1ERIOR :_. CHD- :. NfER R END 'DTtETtUtR 10 WTERIOR END +.ISaiEdPOR `..:WD:77 ... .iN1ER10R' _.,S,�D "i2=0`• 1T Y::: Y .a._„'-8.... :t +5- 12-6'_ 1D'-Y. 12-8. : 12-•C 11-3 :�12>_8• ^.�60' y2-0. 9 11-8' 9-9 2'-�• t2'-8•.-- 12*_-4 . 1.1-...1p'-O•48.0 -D A tB , Yg 5 B-9 1 +8 t i-8 11-4.. 9 B 1 , .6 9 6 7_ 12'-8'YS -` z-B .: ]i +2"' _..6•-0 Yz 6 , •ISO< 12'D a'--C .10 1-`-`8,-4• iY-9• IC it=: 7 r' 6 1'..' 3 S b' A'-Q os . str-6' 7 s ;:.., , s,,,,._ __ 10'-Y _8 r8" 12 „, , w o- _ tY--$' 3*.: 8'-8..7.,86r.D,p�. IZ' `y 2t 2' . Y-a --T`6'�t :.'"pt-5.; 9'-17' �:6-0'.... 12-6' . D-T�1. r-9`_ 12'-6� 00.Q+ 12 0':" '7`+0' i9 2 Z'-b 4`.'4s' a.T 11' g 3- :72 8 Y_a: 12'-6'.... . .aY ,: . g-0 9' S_. 7=10' 12 a 8 Ai.. ...., :7-2. a2 6...... 7A0':_ t,�'-0+ '-11' : D-8 8-NYL1�:9� 0.J : - 7 1tY.�.�:Y9 Q',:.;....q"`:2 '12'-e'7aA tY-9 : 8r4 d"a! } aaY9 3 -ll_7'-8� 12'+8" b"T' 6=T71T '73A ._ ,_ • 7-9"B 8. 12'-8' 0DA'. 19 a 8•S .g 4 8'-S iG� }. �,.2`-' r-S .. 9' 17-6a'-10B'-8 12'-6D' r 2 2`C'• -6'-g iz•-B, :-10G >1Y-0 B 8` 8=O".• a' '9'-2 ,,T-•8' e-e',_ r-0 -6' 8 Ir b' t• 0•-�" 0'-1 'B'ti 7 D: g'=8'.:- � .7�`=B .,..•..-....K....._. _.. - -$ .::8-6' 6'-10' 12 t. 7'�4' °. 2 12-8' 47.0, I3'-0 S .t1.:._:.7'._t0 S' '.t00.B i -a" a'""� }8 «3 a :a'-S Y'-6`. 8'=3'.. 6'-a' l7 i',' 7'0• g..0 72-6'. 100.0;, J a' it-a•':- ,,»........ 1t 8`A: -10- t2' .w.. Y -0•'' ;: :-$�'_' .r 7+... ._..8'+8• =JF' Y.i'+^.,,, _ .._ S•.-3'..::t .,. ...._iT. .. _$ G i y'L�M•�TFJD I. AD foffiU,IbI*I ttACgi�G 8 SPANINSTALlATIONI :.� :.SCHEDULE 2F9' jL(AAlT1»(S.�L#,4A MU1u4 $PAGING&9PAtd t ""1<tONY ... . 'FLOOR TCT IN D M NTE END&1 RlCR MU WON FORA,: WALL MOUNTED M(Y...SPAN Cgl FOft,6ND&INTERIOR MIf1..UONS FOR A O{VEN.. .'-`errpw A'S>lk DESIGN PRSSStIRE Ins ESAND FOR i2'-f}"<CA$ 1&U-0"(CASE$18&II3 MAX.MULLION: A S:D.DESIGN PRESSGREFATYNG Fas A4'.AN I FOR 17-W ICA$E R&V,4"tOASE II`MAX., ... .:S A Y,., ;'IJULWN5PACING ._ - ,..:. !MU mu LLYON SPAN- (F't) -�. :. : ._,. -.. ?AULLION SPAN -,.. .MAXIMUM _ �' ., iP>UBfY G'l. xE`xTil7THtCiC,. "�O d.'at8'xi/4'THICK - G3;2kTxtl 'THtfIv :. :.. !�txfO11E4�TNtK Gt 4X8'xL4'Tiilf (' TxTit]!4'THICK .. ilGCM 6eW1gYY ,muabi: MULLION 3'F1 1 LLI0N D ",maim 4i1ILK)Nim" ` kULLp1:.. �z tP7rF MULLION xomm, `'` .(D)t `tit ,ttl} '. ., 1,; ru r ,;: t> (ft ua� Pura>m+;tloawatmrfr..(,""""" sotl9t T l cnt I aRAlta.ry amtama damn : 178L@ PCAM ! ' ca)r . catt vv0 3t Y : (D)t -END' INiTROk Em 29MOR INMWR END iFXtFA=w, [ ;_ i_!l{ULLI� - R6FRNlR END fYTffFW tiBltEfti`m ,Do MTERlOR ;,_,,,aaD t -0` tY Y tY 6' 12 6• t2'-e t:. ' r ,: ... tY j2-8' t a tz Y ,22-E 1 F-D• kv tNz ass 12;0' u 6 12-8' tt 111z-b r1-a a tz a it Ulf . -� 2 . _cmt: - s )NTERIORI�IS¢f. � i•:aDA 72',:0 tZ' } SD'-4 Q '4a.0 '-0•' i1-$\ a 10` -',iD } - 12'-e tt-a kJU€LJON` .,.:,.tdD' .a "11 ".t2'-8 - -, it-D;' tY-0' "tRtA. ":.2' ..:�- ..-,.. .17,_s.,r:...9 r.4'<..>�..:.'.,_.-•. .. •_g-. �..._-._ t'-D::'�.: �' .:. �' _ .� -0 _.Yt•.. =.{•:. Q-tT'-'.:.t�..8•. 1Z-a` t D 4E_4 -e Rini- 7 = aaa '8 a• >t S-6`. Q-D' K Q.-0. :Q--4 9'.0 ..'.�As d-•t1t' l0 :'- ' . ` ' 'G:'S.''LION _ 4ac a o ar-sT s-D• q.g. 9-u ,_ B,-0. - -- - -6-8 . .,2 z iz Y -z� - ii zt-. hlAx14UMMULDONSPACINGtHAf1;kWc411 -7 D - t1 TH"AT,' ,ALLOWABLE'SLAT fJPRN FOR THAT' -0- ° v : ', OE 4l.L5i1iY'"ak4gioqr•HE EXCEEDED. 7AD g' a•-0 7'0 :9•-0, � --�.�.R`�a,.,..* °.-0, , :atiC aka -� v-c +�vb 9-0 = a�a; QUf81DE(EJCTE#ilOit),OE ORODUCT, -o' d n s D a o• w•-p B-a -a^: W� '��"-o�::s a' ago a_.-_. �a D -0 YT7tE0 � ltkott FtE4h YelDary gurricane Zara}', CEN ay.em p'�''t9 -0^ ... B-d"�...d-B fl 3 9'-0• -0'" � t% �,� .. -.+..--- -�»,.,,, 86/DAX. . B a y 7-c ±w B o a-D : NQ'467 .... _. I B+ caetY•AtaT EIfPERT'�SiiUTTEIi. SERVICES',:INC. t 7�i`-'iz. Dcs +ta ro Qsa�&Tt1:slNIflwDEaYE. - 20-064.._. NOTE,US 9•-0"IFANCHORCONSISTSOFHIL'11c1NO+HUS•HSCREW.ORPOWERFASTENF3+ig •O STATE.C7F �`.``� - .,,. c•me :.ertaeoBw.evr,: PORtsT u7Cic:v[sS+la4 j._:... ,_.•V?.IEDGE-801.T'ANCHOR.SEESCHELt17L�S4420NS31EE7.]d4. -_. �`�� ... ,:cA:appaJly .:::tom. '*o-sme= r.c �rlY-aaaa'•. _. ocNvuw,no _.... .- " 4 �F .•d4.E,.SFi1Ljl !'rt.4URT :r R09f1.:1.ic, 4at67 9 Dr - 26 ... _.fir;R(1FkiktlY}�t� r .SCHEDULE 1c. SCHEDULE 2c: FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR ENDAAND INTERIOR MULIJ0NIS FOR.A GIVEN. ..SPAN:(FT}FOR END AND INTERIOR MULLIONS FOR:A.GIVEN A.S.D:DESIGN'PRESSURE RATING(K7.s.t).,g A?rQ"MAX MULLION '=DESIGN PRESSURE RATING(P..S.F:} &:AND T-T MAX.MULLION'SPAC fNG (FT} MAXIMUM MULLION,SPAN{ UA MAXIMUM MULLION SPAN omwmO 4 k6"c1/4"MULLION Gt 4'k8"ztf4"MULLION Gx d k7 xit4 TNICK(3J8'FL�1JC£}¢g$ILLfON ;` fJG 4"xncu4"MULLION GT 4"5Wxlf4.'MULLION f G ewTI� Ft; Raw SPA= E t# omEHiAiIDN.t{2 W oRENTA77oR ,oa5rAT16N/2 i ) amnATF m 2{ )t '(Pat.) UU:• . 'Dw 4TATI x jl:# CMEWATIQ4 z(0) OwENlanox. 1. )t .OR7EN1A110N z(r<) t r+Taticv 1 oR.�i�7imisa iz " .cr6wraYrou 1 END IN1E190R ENO I INMWR --END iN1'mok END .,RZ,a`4: END END z_� ENO' _I INTERIOR t7.0...• INIT_RIOR. ,:.-.END :tNir'E.710R .END I 9¢IE410R �rEr.'OR= 12 8' 7Y-6' 12'-6' 12 fi' 12'-8 'i 12-G 77 8" 7T'-6'.= .,�:-b' 12 6' ,�,i2 8_ T-tY 12-6' t2'-8� t2'-6' 72'-6w tY-6' '12'-e' 72"-6 .`38.6 T;0„ 12`.8r»� tY-S - 12='6•.... l2 6 t?'. 6' `t2'-S 12'-8' 12-£,:. j 8' .12 6'. .x 1.^7;'„«8'„Q ' „ ,p, ," °2, ,,. . ,t2-__',,,-6' 13`-6' 72 6.. 12'-8 :72i':. 4:7 .' {OA 7 C 0": ,12'-d 17'6 72'-6'. 12'-6' 12-6 "i2'=8 i2' 6 t, c 12�8 . 12 S -12' d" qi2'-6'_� 12'-8' 17 6 : '72'=6•. 12'-$ 12 6 12 .8', "12'+6 tY-6'•� 12.;ff"> ` 48A Y-0' 12 B'.,_ 12 0 :.:12 8 12-0 12'-B 12'-6 12'-8'� ^72 8"' '.::"`F2'-8 .:....12 S .72' 6 7=4" 12'-6.-. .q2'-0' l2'8 .... 12-5' 'k7-fi• 12-6. 'i2'�-6••.. t2'-6 11-7 12 6 12 r6' YY-6 : 12'-6 .12'-6' iZ'...E" '52-0' 12 fi 12' 8.-- i Qel,Q Y7 72'_8_ .11�',,.•, 12'-8'- f2 b•,,._`72-8' •»..t_2 6 12'-8 1T'=6 k2 S'' ky 6,J' :MO 7'-0' 12 6 ,. tY'-1. 12-8' 3'......12`-g• 12_8' .2'-6` -12 3 `:12 8. 12'-8 .`11-$':: 12�-t .� -_____ a__.. .12-6':: 17 E :72. 6.,:..11'-it iT-6 )x'.8';,. i?'-5` a2' ...:77 8, "_^ {tom ;,.?`=0' 72`-8' :..10=ti' 12-B'.'_.:_tY-6`.'_' 'ir-al �12'-6 i2.-3'- 72-$: 12 Y.. 12 10'-8• 72 fi .1; 7 "1Z'-8' 72'-5 7•�''-�0°', 32 6 :`. 12':-B 1J-'!" i t2t-6' ;k S' 9 -8... ]2' y.�,' 6 '» ' i3' - 12y, 10`-5•.... ,i t'-d,__.: t2 6'. ,.f2-8' .-it-3 -'t2°-8" 12'-8 in•.-.°,,...._,„..�._#;,,. ..._.„, �,,, „. ".•..,_._.,,:,,._.._. »„ 71'-1f' 12 0?-..- 72 . 2' 12 10'-10 - 17'-5' «» 83D T-6' 11-0 9'-9' 10 2. 72'-Y 12'-6- 10 7 11'e0` ,x`-a S2'-6' 11 4" .�12"-6 7`«0'. 1t-0' 9'-B t0'-2" 12'-t' 12'-8' ib'-T" tt'-D' 12=6 Wilt s." OOA Y-0' 10 '7 9.%-=7'N_9 t0, 11'-10' lY-5 to•_-s '.tD'-s' ag.e` _. 72'-2 -70 t0`= 12 ..9 7 9'-70'^ ,�1...10..._ 12 5 10 8 t�0'-8' tY-OtJ'-.TO' 2 7:'-0• 10'-2'»_ 0'-5. 8�6 ytt-7 _ it'-:77' .10'-Y ..10'-4' t2 6 .4 ...tt`9 ..a0 5 Y2 g` » •..-tl. 1d 2. 9 9'y_ B'-6'..., 71-Y 71'-.i i'..�70' 2 10.{' 12•-6 fO 5.< ._. �. 10...1 ..,J2 10SA 7 0. - 9�6' 9;,t• Q 1' '..it-3 1 i'-2 8'=70 910' T' 8" ',» 9,r$ I1 3` tt-2'_ 9' 70. 9-TD f2'-6 Q•-(3', 2•E":d 7°:.. t,2'$ MO`..9 w,-. :8 5 ;:=12` TtT.".6it 8 3 = 8,-17' 8;.:0' tY_t•-• `t0 9'-7 ttSB�,.,:.7-0'. 4'0. 8'.10. ,_$ 7` -77 11 iD'-T.. 0 T' _..."'.... -" - w 9'-5' to-$^ 70: 5 ..9' 7i7f-c ;. 9,•;,»0 :.87-10'. 8'-:^ 10 ]1' 10 T 9' 7 1200 Y _ -?'-. A-8. ::}itl 8 .70'- -9.,._... .9'-S`. 5...,',e,=a. :125D rQ;. g :::r 0 ?_.:.,: .:.$-'2' iG 7 .10.0' 0-q' » 9'-1' t2'-6" _..._91i c:✓�T ..72`-g' =}' _. T,.' g.Via' 8,.,7„, W8'-2' 10'-7m td-a ;.3 .1 97=4 tE-8"�-. -A•-70` :12`-6' y 130A iT4',:,; ». ,.:9'-9"' 8;;11 72_6' [t`.-3' e' S =.f2'-•R,=w8;. T-0 8-•#" 5•: ...,.�:".,.. ti.._w f0 12 5" 9360 "e 4v:,. 9 Z. .1:$--q" .,7"31 -10'-4 5=7' -9'-1' e 9 12'.6'. 9'-8^ _». S.Y2" "13"-0 ,i°.0 7':-.t7 $'-+.2.`. g..r'.. 7'9' 70 4' .9'7 2.. 12.-g• _.......»_..»_ '8.-,2N' $ 32. .. T-7."., 0'-3' 9^w6 0? .,6;.,7 ,:t yig.• -8=p'-.140.tt •;--0 8 0 0' 3 .T ;'f0 1 8:-4 9'�4' . 70', ...____.,w...,..• •1JkT4 .__..,". Y2'-6 ....... .___.._.,__ .._.__ 2' ff` 7 5 iD. .:5 H':-70' "• _=6 C $`�, 7 70' 12-6- 15oa a T-$` 1 Y ::9 s 9'-0" 8'-8' 8'-4" 12-5' $ `,e. .$ - .12'-'£�' ..:.lv�.9• ..,..?''A !`.-$: 0....1....,_. 7-4•..._, yD-0 4 _9 4Y' C•-8�. =8.._ .b:.. 22'-4'�.: .T'-8�.,. 72__b-....: 9..:3•.. 12-5' 6LQ_., .$-4` 7'-6' 12 6' 7_0• 0._g--• `g_gt..._•'$�•r : ;.,8.-k .'::17`-�?' ,WT-5'.:.. 12-8'�: `.7BOA OL. 7-4 Y-U ,%?'t3 9' 10 8'-8. e'-T .8'-t' 12'-2'" 8'-$^ 'T�°`«4 ' '-$ - ':'y -- - -- - -- - =MA{IMUM-MULLit?N.SF?AGSNGS3ii1lLt3ESilG .(}IATMN;dLO4VAi3 Si t�PAN.FOR-THATA;S:D:OEWC-f PRMSURERATI!4G_(t?L NOT-A. t MULLION Ot7tEFlTAF.It}AR}SAS'SEERIfCiOM:Tj4,EO, jr)F.EJCTEFISC31i�C)FPROOUCT: - - k _,ENO MUL'ilON S ' I t+1£NtOft 11ilii i' I s'.•«°.{ - �J�� .,.1 �f.. - c.A2a mt[q wc; ._...FI.iS(v'WA 2ulYv�rNG iwti0 :(Ssait Ci€axs.'�tlloaRy HJrric a BY,, S�.EM1'� P �yc3r MULL(?tt:5PA1351E�` S � ic�cttxaRvnr � EXPERT }Nttdttutg5�utter oerVAT v/w2o y�. p� C. jC 7yt^ �C r `ZY.+ s '• f+v+r &-, t.t txxmt t-tslt VOHi Lei 05i?'F 20^064 STATE tIF,' '? .. rcr:vae�o«oz� s el�r rroc i i72)677-a�;PTMR,�SERVICES- N K. .t t9... .. Ca'08087;8 m16u or za MET m..ti mmrm:�., ra .casein _m"r rtw� e{lfX��Ptt�1Ni 11iYii - :.