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HomeMy WebLinkAboutSET UP-INSTALLATIONGENERAL NO S- 1. WAR IL FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON TITS PRODUCI WA]ULAIWN DOCUMENT (P.ED) HAS BEEN VERRIED FOR COMPUVNCE W ACCORDANCE WITH THE 2017 (ESN EDRON) OF THE FLORW, BUILDING CODE THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (HARZ) AND OUT OF THEM (NMMZ). DESIGN WIND LOADS SHALL, BE DETERMINED AS PER SECTIONS 1620 (HIMZ) & 1509,(NHVHZ) OF ME ABODE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE MIS PRODUCT TO BE INSTALLED FOR A DIRECTONAUTf FACTOR K0mO.M. USING ASCE 7-10 AND S NOT EXCEED ME MAGNUM AS.D. DESIGN PRESSURE,RATING INDICATED ON SHEET 1J. IN ORDER TO VERIFY WE ABOVE CONDITION. UITMATE DESNG WIND LOADS DETERMINED PER AYE 7-10 SHAL BE FIRST REDUCED TO ASD. DESIGN WIND TOMS BY MULTPLWNG THEM By 0.6 IN ORDER TO COMPARE THESE W/ IIAII. (&&D.) DESIGN PRESSURE RATINGS INDICATED ON SNEEI I& N ORDER TO VERIFY THAT COMPONENTS A ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A M R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. A DURATION FACTOR CO - 1.60 WAS USED MR VERIRGTION OF FASTENERS IN WOOD. FOLDING IMPACT PROTECTNE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERFlED IN ACCORDANCE WITH! SECTIONS 1626 & 1609.1.2 OF ME ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING, INC. (H.ET.IJ, HURRICANE TESTING LABORATORY (H.TL) & µERICAN TESTING TAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, TAS-202 AND TS-W3, AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORATED AS PER SECTION 1616 & 1604 OF ME FLORIDA BUILDING NOE 2. STAINLESS SEEL SHEET MEAL SCREWS USED AT SUITS O & ® SHALL BE / 10 N 3'. 410-14T MINIMUM SERIES W/ 173.6 W YIELD STRENGTH & 187A Nei TENSILE SMENGTN SCRTVS SHALL BE CCAIEO WITH )ALAN BOOS SERIES FLUOROPOLYMER COATING. AS MAN UFACIURED BY WHI FORD Co, BOX SOT. WEST'CHESTER PA 19381. 3. ALL ALUMINUM EW RUSIONS SHALL BE ALUMINUM ASSOCIATWN AMDY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH FOR 600-T6 ALLOY AT SLATS SOUL BE Fy 0.9 NL 4. ALL SCREWS TO BE STANEM STEEL 304 OR. 316 SERIES W/ W on YIELD STRENGTH AND 90 W TENSILE SIRENGW OR COLL R RROSION REMSTANT CCATEO CARBON SEW/BUILOIX TIX SCREWS AND SMALL COMPLY W/ FLORIDA BULDING CODE SECTION 2411.".4. ALL ALUMINUM POP RIVETS TO BE W52 ALUMINUM AUIBY WITH ALUMINUM MANDREL & BOLTS TO BE ASTM A-307 QU.VµQED STEEL OR AIM 304 OR 316 SERIES STANLFSS MEEEL WITH 35 bi MINIMUM YIELD STPENCM. 6. ANCHORS TO WALL STALL BE AS FOLLOWS (UNLESS OTHERWSE NOTED) (A) TO IXISTING POURED CONCRETE: - I/4' 0 TAP(IDN W/ ADVANCED THRFMFORY TECHNOLOGY, AB MANUFACTURED BY I.T.W. BUIIDEA INC. TO WIN. fc-3192 PM- - 1/Y 0 a 3/4' SOLID SET, AS DISTRIBUTED BY ALL PONY SCUD SET µCHORS TO MIN. r,-WOO IMi. - 1/4' 0 CRETE-FLEA, AS MANUFACTURED BY ELCU CONSTRUCTION PRODUCTS TO MR fcm3330 NL NOTES., Al) MINIMUM EMBEDMENT OF 1/4' 0 TAPODN µCHCRS OR 1/4' 0 CRETE-PE( IMIO CONCRETE IS 1 3/4', MINIMUM EDGE DISTANCE (ETD.) SHALL BE AS PER SHEET 13. A2) 3/4' SDUD SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/6') IWO ME POURED CONCRETE. NO EMBEDMENT INTO STUCCO E BE PERMITTED. 1/4 0-20 SS SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO DUST. A3) N CASE THAT PRECAST SONS PRECAST CDNCREIE PANELS OR PAVERS BE FOUND ON ME EASING WALL FLOOR, ANCHORS SILALL BE LONG ENOUGH TO REACH ME MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATES) ON NOTES At & A2 ABODE. (B) TO MOVING CONCRETE BLOCK WALL: ASIN C-9D. 1/4' 0 TMODN W/ ADVANCED MRFADFORM TECHNOLOGY, AS MANUFACTURED BY I.T.W. BUIIDET, INC. 1/4' 0 K 3/4' SCUD BET, AS DSMIBUTED BY ALL POINT SOLID SET ANCHORS. 1/4' 0 CRETE-FLED. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. NOffi: ILI) MINIMUM EMBEDMENT OF 1/4.0 TMCON ANCHORS OR 1/4- 0 CREE-HEX IWO CONCRETE BLOCK UNIT 6 1 1/4'. MINIMUM EDGE DISTANCE (ED.) SMALL BE AS PER SHEET 13. AAA. ll�ece 8.2) 3/4' SOLID SET µ.MOOS SHALL BE ENTIRELY EMBEDDED 0 S.S INTO THE CONCRETE BLOCK /2' N EMBEDMENT TWO STUCCO DIV BE I' PERMITTED. 1/4R MAUL BMl H NO S USED SHALL BE 1 t/2' LUNG MINIMUM SHOULD STUCCO IXISf AND 1' MINIMUM MR WALLS WTIN NO STUCCO. B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PµELS BE FOUND DN ME DI ING WALL. µCHORS SHALL BE LONG ENOUGH TO REACH WE MAN STRUCTURE BEHINID SUCH PµELS. ANCHORAGESOUL BE AS INDICATED ON NOTES B.1 & B.2 ABOVE SCANNED BY St. Lucie County (C) TO EXISTING WOOD FRAME BUILDING: G-0.46 RUN. 1/4' A TAPCON W/ ABVµCED THREADFORY TECHNOLOGY, OR 1/4- 0 ClUVE-FLEX, AS MANUFACTURED By RW/BUILDEl INC & ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY, OR / 14 NOS WOOD SCREWS OR 1/4- 0 NOS TAG SCREWS. NOTES. C.1) MINIMUM THREADED PENETRATION OF 1/4- a TAMON OR 1/4- 0 CRETE-FUCK OR 114 NOB WOOD SCREWS OR 1/4' 0 NDS LAG SCREW'S WO THE WOOD FRAJIE UNIT SHAUL BE 1 1/2- FOR Cl THRU C4 AND CS THRU CB CONNECTION TYPE AND 2- FOR CS, OR AS INDICATED ON WOOD SECTORS ON SHEETS 10 THRU 12. NO THREADED PENEIRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF ME fEOUIRED THREADED FFNEMARGM Cl) MWMUM EDGE DISTANCE OF 1/4. 0 TAPODN OR 1/4' 0 METE-FLETR OR /14 NM WOOD SCRSM OR 1/4.0 NO TAD SCRE'AS INTO WOOD SHAL BE AS SHOWN ON SHEETS 10 WRU 12. (13) IN CASE THAT'PREf STONE, PRECAST CONCRETE OR BRICK PµELS, VENEER OR PAVERS BE FOUND ON ME UISTNG WALL. ANCHORS SH.ML BE LONG ENOUGH TO REACH ME MAIN SUBSTRATE BEHIND SUCH PANELS MNNUM THREADED PENETRATION SMALL BE AR INDK:AED ON NOTE CA ABOVE. (D) TO DIVING STEEL. STRUC I WR 12 GAGE FY-33 KS (MIN.) UxTERML, -1/4- 0 RAY BUIIDD TEK SCRDM W/ FULL WRIAD PENEIRAIKIN, NOTES 0.1) MINIMUM EDGE DISTANCE OF To BUILDIX YOK SCREW 1% T. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF ME RECOMMENDATIONS AND SPECIRCATONS OF THE ANCHOR LLWLFADNRFR S. R SW U. BE THE RESPONSBIUIY OF ME CONTRACTOR TO VERIFY THE SOUNDNESS OF ME MRUCTURE WHERE PRODUCT IS TO BE ATTACHES TO INSURE PROPER µCHORALE TINS SHUTTER SHAl ONLY BE ATTACHED TO CONCIRM BLOCK OR WOOD FRAME BUILDINGS. S. EACH UNIT MIDST BEM PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL LEMENREC6 AND ENGAGE OR INCH AU - LOOKS. 10. PRODUCT MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WON SECTION I709.9.3 OF ME FLORIDA BUILDING CODE ONE. LABEL SHALL BE PLACED MR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE RORIOA BUILDING CODE 11. FOLDING IMPACT RROLEDBVE SYSTEM'S INSTALLAIEN SUJL. COMPLY WITH SPECS INDICATED W THIS DRAWING PINS ANY MULDW AND ZONING REGUWIORS PROVIDED BY ME JURISDICTION WHERE POW 6 APPLIED TO. 12. (A) THB PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY WS ENGINEER IS GENERIC AND DOES 101 PROVIDE WFORMATNN FOR A SITE SPECTIC PROJECT: Le. WHERE WE SITE CONORIID6 DEVMTE FROM WE P.ED. (B) CONTRACTOR TO BE 1✓ESPONABLE TOR ME SELECTION. PURCHASE AND INSTALUATON INCLUDING LIFE SAFETY OF Mrs PRODUCT RASED ON WIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHf DOES NOT DEVIATE FROM ME CONDITIONS DETAILED ON MIS DOCUMENT. CONSTRUCTION SAFETY AT SITE S WE CONTRACTORS RESPONSIBILITY, (C) MIS PRODUCT. EVALUATION DOCUMENT WILL BE CONSIDERED NVAUD IF MODIFIED. (0) SITE BECOME MEOENGINEER OF RECORD (EOA�ODFOR WE PROJBY A EDA CT ECT AND � WILL BEE RMMNSBER OR BIREECFORRION ME PROPER USE OF ME RED. ENGINEER OF RECORD. ACTING AS DELEGATED ENGIHEEt TO WV P.ED. ENGINEER SWUL SUIXIR TO MSS LATTER ME SITE SPECOIC DRAWINGS FOR REVIEW. (E) MIS. P.E.D. SHALL BEAR WE DATE AND ORIGINAL SEAL AND SIGNATURE OF MEPROFESSIONAL ENGINEER THAT PREPARED IT. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF MORIDA FLORIDA BUILDING CODE (High & Non Ugh Velocity Hunic°n4 Zone) m ]ov RANTED Wn TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM IL - L OLD FING SHUTTER CORP. ]mG 1m6TRWT TTAC mrz IRO l W4WFSRINO C°WYn Ra O.-µmy mfIDP�-�Y��® R3I P.1W R.VN1] M 1Nh 01 6111 i6Z.11."oea1�, mJR6ylyQeEmn GM- Damns xo w ]N[[I 1 61] uTLN muT s P.E HDGm IE. F NIRT m/Wn ® WALL HEADER 6063-T5 ALLOY ® SLAT WINDOW 606J-F6 ALLOY (TO BE US£0 ONLY FOR (NSTALLARONS JO FEET OR HIGHER ABODE ORAOE MEASURED AT BOTTOM OF OPE G SEE COMPONENTS 20, 21 R 22 ON SHEET J.) © E" MAX. B.O. SILL/HEAD TRACK W63-M ALLOY �T- OLL rAZlor xry zP�r e� A 6063=_iS�ALeOYj.P ,w• G QI AT, BOTTOM TRACK ADAPTER © BOTTOM RAIN GUARD 606J-T6 ALLOY ' 606J-T6 ALLOY r1/� - . L7 ._'J �0 smo 0 CORNER POST 60RJ-76 ALLOY y � © FLAT . 600-15 A Im ® RAIN HOOD �INUM`.AN1L==- 6063-75 ALLOY °ONENTS - (P FLORIDA BUILDING CODE (Hgh u Non IPgh Velocity Nunncone Zone) 0 soli Mato mc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ILT E� rlwr r,mxa a ,xcw,rnwc cowu" y1 vw�Mml rtv�u ®-'a"wsiOna.•� FOLDING SHUTTER CORP, .TgaF. 1 PMMLi Y4 £51 PNY BW� ]NI] ,ar cmma M Rv"da ` 17-082 o..aw .. 9¢1 x m t] — M.l'IFA A rRllT J�. PE IIOgM Uc. L. UI6T 1) ryW up SWP-PI ENO CUP TW/ROI1 VJ10W =h (SUE TABfE 2) Ell lw,F "VAMO' wo< PoLTGRBOHITE.VMIVINC nwOJw (SEE wa 1) 6 ffS - MW (J) s MT BE IY WE AAT SPAcm A YsM OF 51OFF 24'APM/, NOW WAIN. (fiOY EWOS AT wLOP @ BOROY. SGT MUST Y uRTAIL£D ACWCENT ro I£CES 0 OR NOR AT GO%WERT OF PRODUCT, ® SLAT WINDOW DETAIL (ElEYAnW) WI ltlffro% usm .ts AN aRJmN RA4 Au Prs)wArxws ® SLAT WINDOW ELEVATION uIwER zARAE WrsuE Y.r unxwE PDmIRRnola �Pn 3 TYPICA - WY (i) WfWOOWS wr PE W 6v£ S r SPACED YIN. 24-APART (YIY. EVERY 10 S/AT$). W O Vll TYPICAL ALTERNATE PE FORAYED ,1 SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT, TABLE 1:, SOURCES FOR Q & 1 IIPIC4 PRiVERIIES SJAVbAp pRmNs SVC M'OYITYE ' WBFRIIf � SpfMC PGl4F YLY4UOL0.V JI (fX.W IpJ REON WE dL Yftlilt 4WJnY AS1Y p702 0.pU MMX AMN TE1MJ3,1W.ILvan, 5T1 9.N PJ, FLEXURLL 5MRpLix AT HF1p ISIY DFRO 2.I 3oW NJ YWS Q@MGC OT. J0W.—pa N5.W Pu IWiCI® I7m /SY piSA IB R-b/x, RSUOR-pAn =� AAY mes { Bu 1 Wx W]E MM F WR ASN C-1 C-1 ,O ON SflE,0.: Me -1 IWO'F MO-1 9Bp •F MFA '➢1�3'g: MW Ohm ASN ]AMBLE 51RaS MhNME WFATM.0 ASN ..a p..a. INDMen ifH5111 RR6s BEFRE WFAMFAWA' U ASM p0]e MM 61 8081 p.sl, BYO F.I.p..J TABLE 2: SOURCES FOR srAwA® uASIm mn rmva PRAPenrac Rff)AALE BI.Y, W RIRT , 1Of19.r/8 B PR SYN sppsc cRAxR Aslu p]xz 0.2 m!' TM IM r IENYE Yam SIRLff AiTI D6b 11.W0 PSJ, sIRGFM Ar TpID ASIY DJBo IS.MO P+t FUMUY1 NEYVRN uomnOs Aslu mpo Bv,am P.1 NOT Izop ISIY pzsa 0.6 R—R/ip INE,D ,M,h J Pm CDPJFI OF 01SR1YL EWA45gN AAL p006 I MMG AL 00 MELN1A1gPEL.NRE TEXT AAY pNIB 00 - 'AD'F zWeJ' '•,-7 p FLORIDA BUILDING CODE (High k Non High 4 4416] S mmn nufmwC TITAN II FOLDING IMPACT PROTECTIVE ILIECOINC. \1 FOLDING SHUTTER CORP. sriHO LL fnpmfulxp cpxPAxr 'm xO@MffT MLL T „�. car vpW earn. R SNu Ph: I..., -nba: uuooeoa.om ...Jaa,s.nml..� Hun6cche Zone) ® (2) 015 5 USE (2) AT 30' 15 � O.C. UP MR PANS TO 99' o OR 18 (2 1 t BEE ENO CONNECTION DETAILS ON SHEET 9 FUTE1 M. NflKHFOR O' CONCRETE CO BLOCK O OR 6, % % + 13 7 + 18 113 W000 INSTAWDONS. 9 10 9 + 0 O+ + 13 O O © O . TYPICAL ELEVATION • ems. d NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 7B ON SHEET 7. SEE SECTIONS 1W & 2W ON SHEET 10. SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. SEE SECTIONS 7AW. 78W. 8W& 14W ON SHEET 12. OrO W/ 0.16 , 1% OR 19 USE (3) S� AT 30' O.C. FOR SPANS LARGER THAN 99' UP TO 144' NOTES ON ® & LOCKING TUBES @ AT@& S& 1, TWO (2) ® SHALL ALWAYS BE USED AT PRODUCT'S MIOSPAN SPACED AT 30' O.C. FOR SPANS UP TO 99'. USE THREE (5) FOR LARGER SPANS SPACED AT 30' D.C.. AT MIDSPAN. CONPONENTI MAY BE INSTAL O INTERIOR OR C ERIOR SCREWED TOE TAPPED ETITERPIECES 1)OR LOCATION OFj3 SHALL BE AS SHOWN ON TYPICAL ELEVATION. 2. (2) LOCKING TUBCS SNLLJ�ALWAYS BE USED TOP & BOTTOM AT PRODUCTS'CENTERPIECES 4 OR VAT ALL INSTALLATIONS. LOCKING TUBES SHALL BE SECURED W L[WAS AS SHOWN ON SHEET 9. t SEE UMITAPONS FOR ®ON SHEET 2 RCRIOA BUILDING CODE (High & Non High Velocity Hurricane ,'amm COX6R]C OR CONORRE &!:WN YY1 NEgIWFD. - �m O.OW' iNCN SS (� '�, O:RWa1 PAN XWD (SEE SNEEI 1J) � NW NO g011CA 9 WW-SIWCNPAL) N��j/J (rnJ 5 j (JPOLL�E WJ yy (wromEW Od O MP.) I L IlO . JSS sYS. w/ 9 O.M. HNO J/16' HYM BUSNJF 0.150 w/ A 0.150' IONS TOPD $CTON O.ON' COy1, a,d10.2ro' pOp NVDS, S O IE' O.C. 0.o NIO 0.2A5' IA. AYO DOJO' r o VINE 010. A SCCIpN O.J2_C 00. AND N STIo POURED CWCf 0.( iU. FA i Om.) swe MC smE O1P.) 1 or � WWiu`EREs`airA¢ QTy t 9yqyq IN POUROR ED ODN" i YIN. SF➢M4110H CROT WAX REONREO ro uMs 1 or L I (sEE SMmUIE nw ausr. n1 I �. t 9 W .w44G� `� : x (CMm:IYI WY SS SI15. W/ 1/2^I 1' WhoIMON WSINiGS H CPIgW1 R.VN IIE00 (MN-SIPoICNRW �J/AL101. Is PoP RIYEIS, L'� O IE' O.C. LKtgl W 08lNiCEO INIIGOiCAY C4Y 1 Ctl6RdICM1f• 1 or RPa W/ 3 CROE-1 J/. 1 ss`�WWTH INT 11= ia� 2ni1 1 n NN D6610R O fi' aO. I WAyxFR O'r ac. G 1 I Of 1 /1 t MN. SWARAMON 1 TO R s (SFE SO 1 ON S 13) i 1 1/4 I . V TER 1 SCREW OR 1/40-20}1' Si. Y5. NUT s wmER 0 4. 0.4. 1 mlomaloll n Dm. smroY>. ANo J/4 13) AT 4aamY. WALL FACE MOUNTING INSTALLATION =na11/P IQYG(iry. TOP). IXCFPC SECTION 2 �JE-R" W/ YCl EY®RR G WALL FACE MOUNTING INSTALLATION n pa SECTION 1 Y"CW4 , 1 4ROI (NIN: b2km 1 NMfD 6 uaR oPAawo rAGGERED ANCH0 SPACIN9 DI DETAIL F0 6 ......lrri INSTALLATIONS DETAILS INTO CONCRETE r111�ce4s����-__" & CONCRETE BLOCK F C SCALE: N.T.S. * 0• 4167 1 } NMF FOR COMBINATION OF SECTIONSo ✓w E.D. n EDGE DISTANCE ' I- MOUNTING SECTIONS CMI BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) =90••, A� IN ANY WAY TO SUIT ANY INSTALJADON. s, 0 f•� t SEE LIMITATIONS FOR ® ON SHEET 2 - NAL 'P.C•�S'ftlVUlC/MlC N0w $IRIRRIPIL W ,Y RAM NFM) t E45TIC NON S1RUCn04L WNL TMY cov. hE SW u�91 ]RLSSIIRE RATING - +65.0, -90.0 PSFI FLORIDA BUILDING CODE (High k Non High Velocity Hunicana Zone) mrtro °#' TITAN It FOLDING IMPACT PROTECTIVE SYSTEM nwuEer' FOLDING SHUTTER CORP. C O Lw�. wTE wcNlxRlwO rouPAxr ]a°JT ^� (o YWr.wmv,a ulN WEST PIW erJUE nJJ4n 17-082 000fi]i..oaloE.mx ,Dawwe.m., wmxE w L. PL Uc� µ167 FxCCT 5.11 I/c.. 31V T«S.. WR ORI/I',3/.• mTs W/ am voiR R a 6• as MO 9HG ' 1 IWRFD fOHCRETE OR ROLLD1 COxCRETE !Q= WR1 WI. SFPM/]YN TO YW. LASSM. TO AS ROOMED OPIIONk RAPT Xtt0 E0. a. 1�(SEE SOIFlUIE ON SXEEf 1]I OJv (sCE 6CNELVLF Oi SMFEI I>) I D� C4OR•RWN (NCH-$IRUCIUN!) (SEE SHIFTY 13) I { IIOaa' S.S. SL.S. w/ t/2'e ,(� ' V' { Y„ KTFANA7 3/I6•.aUM, ALTERRATE 311V "U.. e J/,• 6 NOS PoP RIVETS O S• O.C. POPS O S' O2. OP) I) I. G DY RY0. TOP) I +• LONO BOROW). «GFFl Ai RONIII ��' Ai RFAR.I nwsovG 07P.7 i •$ O.B63'e D*P.j 1 �N 9 I EQ. EO 3 _�J t R, /� oil 1 3116-POP PhanIfi• OG 1 &OK POPWrLTS '9 O qI 60TX5 6 I. O.C. ROM SIDES IEO 5 MONO / 6' AWN. POP 0. f0. ORWA ON MLl4 a le• 0.. po . Y zz sY.z w/ OZ7r =0 MLON NL O.t631 BllpolG W/ A 0.+50• I OSM'a0-0Xr YPt ]/1- PLYWDA ( / YLl J/,• 0.Y6M0 10E 50`OAQON IOxG TCP SCCIgx o.sW'I To 6A4 uTRIi08 g E REOUOIEO 1/2- lax. RCMRfD 0.0. Av0 alu• tG AVO „ sC1atz wTATRw 1 Or +A' . am• uN r 601f0Y sMmPa10 EA §=QCH F-(SEE a]]0' a.0..1 ON 9¢ET 13) INC I n 1/.• 1MA1 BOLT W/ Wa91fRaxU!0' 0.a osu• La. a vo') % nl A NOLT w/+/.- WASHER h NUf O S' aC.POUi a TAPCCNS OR CREIE-PLLt INCNORS fi' O<. COHCL o! _ __I t1t OR ]-a5'aAA OR PO, Op'm S a5 6 WERWE 3/+6' A.W. /T 1 60�i8 M11T. I1W. CONCNEfE Bl0« WNl v OR BUTCohm AWN. AYGIE OR BEM PI/.iF. AWN PIA PoP PMIS O 5. OL. V REWIRPo AT STANDARD COUNTER -TOP MOUNTING INSTALLATION ALTERNATE COUNTER -TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 AB.D. DESIGN PRESSURE RATI +66.0• -66.0 PSG MA%. AS.D. DESIGN PRESSURE RATING- +66.0, -fi6.0 PSF n POP Wh15 O n YPl SEP.IPARIXI 10• o.c M smEs IQ'0. eO BOTH ro u.us �(ON SMiET 13) a . KIFAINOR IEG 1 A ANTATO { �/ Ea. Ea �lW &mMTE ISO ORIEMAMIN I is sNcu I (SEE SldEl i Y/ . ATO W/ .. _ OIdEMA1CN t/,Y a J/1'TOOOR1 4'- :O S/6- FIASMA OR I5/ . 3/a• 1 coxcNE'If filuu w BCISS Y/ xurs a s/B' wAsxrR. e C y f CO REaNwm O.C. a 9 BUILD FACE MOUNTING INSTALLATION -OUT SECTION 4 F-0. WROR BOLISCG HimINSTALLATIONS PWRED CONORE OR 4 s%e,•NIl91FA DETAILS INTO CONCRETE WN���� & CONCRETE BLOCK 13UILf9m :- MOUNTING INSTALLATION SCALE N.T.S. ++I+ . •'• V RORIOA BURDINC CODE (Nigh h Non 16gA Velocity Municene Zone) NO. 4g167 '� 07017 nlTEra RR. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM NOTE FOR COMRINATIDN OP SECTONS: EDGE DISTANCE tNOUNTWG SECTIONS CNN BE COMBINED SPECIRCADONS ON SHEET I3) L $`. IL ECOEIEa. POUTING SHUTTER COP. 07/E4/t7 G,, W ANY WAY TO BUR ANY INBTALATION. •_ O '% •�+' nw TESTING • [NGIxfEA1x0 COWAM •' tWSTt Pure a w1J •. `r4 tP 17-082 { SEE uNRAT10N5 FOR ®0N SHEET 2 - �ONdI EN6\CI'' ®-'mOBT�iPw 1a4'S"' oPAW.G x. vE•Bm/sr.+Afuv'' roh wruER A TPN a. vA. ibxlGA Im. I .a e7 s1m B GE n moo 1 cow NONEA x) mon ROVERS 0.651•F Irv.) B /10 . 3• SS iYLO M/ O.J)J• MG HILM1 J @An10 W/ A 0.11• .LONG TOP $INI 0.50]_ O.D. N.'O 020. W. NO LlEW LONG BortD. SECTON O.J10. Oa. M9 D1P.) ME . s Nun TO cv3S (ME scNecoz— ON SxxET 13) OPIpMN . cY1A0 (NDN-smun ) NJRwTE J/1a• C. Ar RExt Imy POURED 00"SAIDE REQIIRFD MIN. `=� p. L IlNf �1,� GB 13) In. ED.� TRAPPED MOUNTING INSTALLATION SECTION 7 NOTE FOR COMONNUON OF SECTIONS: 1- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUM ANY INSTALLATION. 1' SEE LIMITATIONS FOR 9 ON SHEET 2 W/ 1/2-. x GIIPWP.S LEND ttn N RgIFA -coxr. a1N1ax)o10a10' 11LTRNJB WEATHER ."PWG rA :3 p RNE13 H SOB SCNi: N.T.S. INK SEAM TccN TO cNSS I—• MIN. ED.I� • Nlx., EX. — ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM SECTION 7A * E.D. - EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 13) ( (SEE SHEET 13) EDGE OF SV8 Ir AePllr.uc ( MIN. SEPAFATION TO GIASS & IrI —(SEE SCHmULE ON SNEET cal u (SEE S Ill)MIN. EX. ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM F12$1[W]:1111KIA FLORIDA BUILDING CODE (High ! Non High Velocity Hunicone Zone) m v.-. 1/.-R%] eo.. a Y ac Iwvwuer. w'u-m .uor ,Donau 1. . l/.•nX S°IEV Z TVPiCAI ELEVATION (TUBE A } SEE UWATONS FOR m ON WEET'WEET 2 Z TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) * TUBE SIZE NXOMUM PSPAN ALLOWABLE TUBE SPAN REO'D ANGLE LENGTH El END NUMBER OF ANCHORS PER ENO OF TUBE TOP OR BOTTOM TUBE TOP OR BOTTOM TUBE TOP OR BOTTOM TUBE 60• 106.0• 13 8 214'41/8• 95' 85.01 17 10 144' 69.0• 13 8 80' 117.0• 17 10 2'44'41/4• 96' 110.0• 21 12 144• 91.0' 21 12 80• 109.0' 1 17 1 10 2.45'E1/8• 96' 100.0' 21 12 144' 81.0' 17 10 80' 124.0' 1 21 1 12 2.46.41/8• 96• 114.0' 1 21 1 12 144• 93.0' 1 21 1 12 * VAUD ALSO MR MIDHBCIIT ME MUXWION ONLY WHEN THE SUMATION OF THE 5HUTIERS HEIWR ABOVE & 6110W DOES NOT EXCEED THE MAC. PRODUCT SPAN SHOWN ON TABLE 1. TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MICHEIGHT) TUBE SIZE IM)ONIUM PRODUCT ALLOWABLE TUBE SPAN REO'D ANGLE LENGTH EA. END NUMBER OF ANCHORS PER ENO OF TUBE 60' 76.0' 13 12 2.44•0/8• 96• 60.0' 17 15 144' 48.0' 13 12 80• 87.0' 21 18 2•14.41/4• 96• 79.0' 21 18 144' 65.0' 21 18 80' 77.0' 1 17 1 15 2.45•XI/B' gal 70.0' 21 18 144• 57.0' 17 1 15 80' 88.0• 21 18 2.46•NI/8' 96' 81.0' 21 18 144' 66.0• 21 18 \ • E IW1 W-EP411TLIBE-lVT0--R!DIJVW-WVQI2vE OR GROUTED CONCRETE IQ• �4 4%;e1d"E;, FLORIDA BUILDING CODE (High & Non High V°locily Hurticone Zone) * j NO. 44187 •: -c ! '9O •ti, •••� , n,I;:La '` 02019 m1Fm P16 I L E C O IIIe. TW :TEInN° A EACINEERIN° CONPANY ,,...;va e.o.n wawa. n a�u ®moe°iie:om wAETw A 1nuT a. P£ M1O'UDE Ik.. / MIOT TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM ° FOLDING SHUTTER CORP. Im NIYSIPQTflKE Far PA1M eMa, rt as.n PN:.,eal-W-6111 ....ma.R.ein'a+.an °'°°/" d< 17-082 ounxcw _ •P£. GSWU.�E/O.IF ? ° .. .. � ` \ ]n • ]xvuovnMR J/le' POP • CEIIIbflIECF f� PHIS °0. 0c'/''10.4° 6W.) 1J C l �1wfW.•`I] 3 1 QT11�t ro1bi o lam as WALL FACE or f 'D 18 �\ END CONDITION 90.0' o.a• / B 4 SH OR 5 �ExW�) _I .EXTERIOR mil) w�rxSO �meY HORIZONTAL SECTION 20 / MtlRa4l4. SECIWN SLIiF. YO SE WSTLLEO WIAmRd FMIONIf I /le'WP bWi °^ I/fV]/f• * MAT VARY AT LAST SIAT AT TRAPPED MAIEATGIS ]wale• L.a / \ 3 1 6EE llgfAlgtS F1N1©ON SHEET 2 )M@1/LnL2-iIEX .Ywld] o le' oa m Exauu s]luclu¢ / BUILD-OUT END CONDITION ExmWc smictw[— NOTE 1 ONE LOCKING TUBE, PART p SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR INTERIOR CEMERPIECE®OR INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE @. A SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.10D• OF THE TIP SHALL BE SQUARE, 0.357'xD.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED INTO B WITH A 0.120' °.0. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL BE 0.363" DIAMETER WITH A 0.200' LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM OF THE TIP A SQUARE, 0.47500.475'x0.085' THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE ALUMINUM LOCKING TUBE If A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE (1)PIECE, 1.375' LONG, WI A 0.366•x0.366•xO.630' LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE ® . THE TOP OF THE PIECE MUST INCLUDE A 0.684- DEEP Bf 0.188' WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. SOLD THERMOPLASTIC TIP INSTALLED AT @8 SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER HORIZONTAL FLANGE. OF TOP/BOTTOM TRACKS. END INSTALLATION DETAILS INTO CONCRETE. CONCRETE BLOCK & WOOD (AS APPLICABLE) oLWS EYISIWL S@YC1U3 1/DL°HS/LflfiL-ilC OT T Of A 90.D 900 2 Y NN 3n e• 4O WhIS d vf•.J/f•ms° 13' nc 1 (Ifr95 FYRROP) 4 OR( SHOV yy wIL Mb-16 /yOI YA J/le' M ME v r wn. END LOCK ANGLE x°vzdru sscnon Ile M sass A iam m m¢ C[XICPPFCE 0..3' 0.G ....... ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL A. TkxaW o m E p •"•'••• ��T✓ FLORIDA BUILDING CODE (High h Non High Velocity H.ffx.ne Zdi) 418�• �^z mmn plum Wo' IL E C O Enc. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM " Yl FOLum SHUTTER CORP. x� P AE, 'RID a 6Ak� 1- Apt' �- nun rnnxa • [mnoW txuxo coxvAnr Le-oago)m wuiEx A mur a. vt ILLV�31Y. / NIe) p nE�] -0 nez SHE[} 9.K I] J . ros w gne• agr xrvm vw uru m E rygE E ] 1/.• r iMCG1/ -ILLY NGWtY Ew ]xoc m Me � 0 0 CORNER POST ISOMETRIC (IYP. T rw Eno .. SV.BS) END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS APPLICABLE) A EXTERIOR ELEVATION siNlwx AT HEAD PLAN VIEW A —A auD sIu nNo BorN sores Dv RRooun OPTIONAL SIDE ANGLE M MC 4. xnQ.T O) rumws/carz-nu LIO REtS3 Wi ff Mi YgUpS O 0.0 �Ew w x xxg gne' rgr mire w msEv+c : -A In• WN a (-- / LND ELM. e Mi p CORNER POST NORZOIrtI1 SFCIYYI A. 71t/;l•. MORIDA BUILDING CODE (High h Non High V.1.6b Hulricone 2'aC CtlR. KMER WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) .I.F o Iw D.C. WALL FACE MOUNTING INSTALLATION SECTION IW INSTALLATIONS DETAILS INTO WOOD ER A. QAI�\W: ..E ••••' yy'; FLORIDA SUMING CODE (Ken h Non Hi9R Velocity Huniccne T SEE LIMITATONS FOR ® ON SHEET 2 •}' No.44167 ! m mq mrzw Ixc TITAN II FOLDINGIMPACT PROTECTIVE SYSTEM ow aDgs N(1TF FfIR COM91NeTI0M OF SECTIONS: L IL EC O IMe, FOLDING JfIl111L11 CORK FOLDING SHUTTERCORD w/I u 1- FOR 40D FRAME CONSTRUQION: WOOD MEMBERS TO BE HAVE A MIN. SPEcinC DEN811Y OF O.{6 OR EQUAL I- MOUNTING SECTIONS CAN BE CONBINEO IN ANY WAY TO SUIT ANY INSTALLATION, O'. 9 •t O 0 ' / ? � 1, TIWL T[AIxD a [xcd[ERpO COVPAxi .. xaxt ra¢mx n I mea xmmDT NAw x . R ?HI[ 17_ . �ii••. ORI :' 1{ .�• += ;=lm;.�_imm.-�uI we imo-eo-an, .. I/410 . J/4. BOLTS M I —I ] .4• INNS) w EIMPD. INOO UwI A TO K OF EVSNC YA00 BFAY TO BE EDTMER JY REO6IEAED _WNE FINISN poLLER NOUSWc. 1 SEE LIMRARONS FOR ®TIN SHEET 2 TO Pno�m� ON �oinlox p / W E0. W. OWIOWL W, HMO NOTE FOR COMBINATION OF SfCmN<_: (NNI-SIMILTNN) / S pau' S5. iM5 W/ IT op, 1- MOUNTING SECTIONS CAN BE COMBINED W000W p / LOIW xnDn 9U4+u✓/ (Try. WP) IN ANY WAY TO SUIT ANT IN BE COMBINED MID I' LONO D,,,, BORbII. EMC£PF N Baum xamxc (RP.) BQIF3: 27. W1 mm HMO (2) HYIJN x �', 1- FOR WOOD FRAME CONSTRUCTION: WWI MEMBERS TO / -SIRUCNRAIJ ROLIERS BE HAVE A MIN. SPECIFlO DENSITY OF 0.40 OR MBERS ji I B J( J/IB' "U.B pM RoE p /10 n Y SS SMS W/ O.J]]' LMO MIDN 0 IV 0.0 'BUSHO: M/ A 0.150' LONG W SECIILW J/IC NNL y Cb+L 1 noon' OZ. ANO OMS• 14 AND O.xir MO I I pop pyEIS. BORON BECTM O]TO' On AM 024V Le. 1 OULTRVQ MAIH�FRTH I I mp.) uW s57 H mN I ; I,. • ta• o.a SNONPMC FA. s6E TO GIASS ; lttp.) i T or ®1A (su,tta) t or t W,OoXON �3 um To s 13)13) T w 3 ]' I R I I i IIyy I or �t v or@ 1 C Pop N TE J/1B' NUY i ''mil r ILRWYrz lEG O'no IflUCNPil) Pop W+EIS� 5' QC. l I f _0M �EE NOT •) 1 (NON- . IiVN AT REM. Ir Nllu. POP RMIS IV QC BOTH sm u / \ II v 3 YEA E0. r POi_ tk4 COM. t/4'e . J/4• TpS SCNm tHro . J/4• lIX$ S"m YUO m o I OIf 1/4• ,. J/a Bals w. xurs %4aJ/i SEWISprsN/ ours k ' I taoR.Tl0l1 a 11I 1 a/e' xAvox o 4• o.Q 1 p 1 NL FW6N �WNL FlW BUILD —OUT FACE MOUNTING INSTALLATION BUILD —OUT FACE MOUNTING INSTALLATION SECTION 4W SECTION 4AW,jj, 1 FOMI I. PAS...11. /7. a NOTE :ALTERWLTE 1EC LOWON AND ANCHORAGE TO WALL SIOWH DOTTED L �? ' 0.44111 INSTALLATIONS DETAILS INTO WOOD ?* n[ SCALE : N.T.S. JMME TE J/%V N.UM POP RMl505'OQ . Ai RFA¢ n !I NO, ED, I 2' TUN. IV NNL PoP ITTS 10' O.C. BOTH SIOES p TRAPPED MOUNTING INSTALLATION SECTION 7W FLORIDA BUILDING CODE (Ogh k.Non Nigh Velocily HuRlccna Zone) ®xonmrzw Wc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM L E C 0 LMQ. FOLDING SHUTTER CORP. ]aB MO6lNUi AA¢ k6]PNII F(IOI.rt JNIJ Rt wn a]NO/I] nrz IMG k MOW[FPWO COWYIT R 3v vA WVN G¢�in v�Y wll1-1 Y� ®-aooe>Ia .-Ono.", 17-082 6UWAL Ne 9i¢i ]I N IJ LL1ER flMW Ila. / Y1B] FLOOR MOUNTING INSTALLATION SECTION 7AW (BOTTOM, (]) ]/10" 0 w 2- r I uw. crasslox S I I y 63 DID! SNf[T 1]) tl I I of '+�"3 �- aRnawL U. GuaaD :� I (NON-SxNCNRIIa T i� �, gm Kv tm D.0 601x RDES 1ILV. hypo KO[ R DOM _ (NO iVY91 /110xID) NY6CIfN 0 2' bN LII. ss IF P•.WN FD. DIX T SEE 11MMONS FOR ®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 7BW (BOTTOM) NOTE FOR COIABINAIION OF cFCTgpS 1- NOUNRNC SECTIONS CPN BE COMENEO IN ANY WAY TO SUIT ANT INSTALIATON. 2 W COW. NOTES: Pwft NEWS. 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO SE, RAYS A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 2- SEE SECTIONS 6W h 141V FOR MAX AS.D. DESIGN I� PRESSURE RATING k SPANSC W 0 )15RNG 2N WOOD USSES 0'x 2.4- WN WOOD — AT 21' O.C. DND 'SUDS 0 IS- O.C. l2I NYIAH `1/1" WS. PLttM00 WSIING SOiFR RDUFRS /10.J' SS O.B55'O (f19J N1iW EI.0 Oro. mm /10 a J' SS. &tl ' W/ e I O1PJ BuSlu'0 W/ A 0.15" Dort I LwC iov SECfnN O.Soo' OA AM_) 0315" 1'. AND D1G]10.21V 1, I' 022] IbY BOROY tlPt 3PNO.lON Y1T01 6]30" OD. NlE, TO 4M55 1�W.] I q am" iq. (SE SCNDNA£ $IRPPwc FA of 1 (M.) ON SHOT 1]) I 1 HEADER TO TRUSS MOUNTING INSTALLATION SECTION 8W (TOP) MA`R. A.S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF SFPARADON ] GA55 SHOT 13 OT1) If—FBOEN crl�g,T �a SCALW OR 1/4--20 • J/f E0.�0. SS BOLTS W/ Nm k • ]/1' IDf WA m D 6" O.C. O vOC FLORIDA BUILDING CODE (KEgt h Non Kfig11 Velocity NuNiCOnx Zone) I ND ( ./-) FD no u To a aorta valNc w¢wu 4d xEwes I=�rs 30 psf 10 1" 180 t 35 psf 60.0' .0" 60" 60° 88 IDb ftt 100.0' 100' 146 Ib ft 144' 144' 210 Ib 1 40 psf 60.0' 60' 100 Ib it 100.0" 100" 157 lb/ft 144" 144" 240 lb/ft 46 psf 80.0' 60.0" 115 ID ft 80.0" 80.0" 154 Ib R 97.0' 97.0" 187 Ib/ft 115.0" 115.0" 221 ID ft 144' 144" 276 Ib fl 50 psf 60.0' 60.0' 125 ID ft 89.0' 89.0' 187 Ib 1 100.04 100.0" 208 Ib/ft 120.0' 120.0" 250 Ib ft 1"" 140' 300 Ib 1 55 psf 600' 60.0' 138 Ib ft BI.O' 81.0' 187 Ib ft 100.0' 100.0' =9 Ib 1 120.0' 120.0' 275 Ib ftl 137" 134 330 Ib ft 6D psf 60.0' 60.0" 150 Ib ft 80.0' 80.0- 200 Ib fl 700.0' 100.0' 250 In 1 115.0' 115.0" 288 ID f1 131" 128" 346 Re/ft ps �- 59.0 92.0' 100.0" . 192.0. s s 249315 ft 126' 123" 360 ID ft 70 psf 60.0' 60.0' 175 lb/ft IaD.O' 100.0' 292 to R 121" 118" 374 Ib ft 75 psf 59.0" 59.0" 187 JD/ft 100.0" 100.0' 313 Ib f, tt7' 114' 387 Ib ft 80 Psf 113' 111" 4DO lb/ft 90 psf 107" 104" 424 Ib ft p 101° tl101psF 94' 4 90'! 4M IE 1! 87' 130 psf 80' 76" 483 lb/ft 140 psf ]4' ]0' 484 ID ft 150 psf 69° 66' 483 lb/ft 160 psf 65" 62' 483 Delft eBDus: L+: IVSIMUN oMONoSLE PRODU SPN1 FOR A GIVEN POSNNE AS.D DESIGN PRESSURE RATING. L-: U.VL ALLOWA&E PRODUCT SPAN FOR A GIVEN NEGM &S.D. DESIGN PRESSURE RATING. nM WILDA &LOWIDLE PRODUCE'SPN1 IS DOM TO ME MIBIBUM OEIERMINED PRODUCT SPAN DERYEEN 'L� AND.1 '. CONNECTION CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & B07TOM'LB/FT) FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE CON. ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPETYPEA EEL WOOD NCHORTYPE B C A C A C FC1 9 425 LB/FF - 388 LB/Ff 157 LB/FT 134 LB/FT jANCHOR 7 LB/FT6 473LB/FT 418 LB/FT 236 LB/FT 202 LB/FT 2 LB/FT2 387 LB FT - 334 lB FT 166 B FT 142 LB FT 7 LB F1C2 9 456 LB FT - 362 LB FT 250� LB FT 190 LB Ff80 LB FT6 525 LB/FT 419 LB/Ff 312 LB/FT 285 LB FT 43 LB/FT9 390 LB/FT 3D9 LB/FF 157 LB/FT 134 LB/FT 9. LB/FT C3 6 496 LB/FT - 375 LB/FT 236 LB/FT 202 LB/FT 298 LB/FT 405 LB/FT, 3 1813 LB/FT 572: LB/FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT 9 466 LB/FT 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT C4 6 592 LB/FT 448. LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 3 972. LB/FT 682LB/Fr 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/FT 9 281 LB/FT 224 LB/FF 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT C5 6 421 LB/FT - 334 LB/Fr 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 3 843 LB/FT - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/Ff 9 273 LB/FF 325 LB/FT 215 LB/FT 138 LB/Fr 102 LB/FT C6 5 410 LB/FT 487 LB/FT 323 LB/FT 207 LB/FT 153 LB/FT 3 822 LB/FT 975 LB/FT 648 LB/FT 414 LB/FT 307 LB/FT 4 269 LB/FT 301 LB/FT 183 LB/FT 114 LB/FT 153 LB/FT C7 3 358 LB/FT 402 LB/R 244 LB/FT 152 LB/FT 204 LB/FT 2 305 LB/FT 12 411 LB/FF 598 LB/FT 409 LB/FT 265 LB/FT 168 LB/FT CB 8 736 LEI/Fr894 LB/FT 614 LB/FT 397 LB/FT 252 LB/FT 6 982 LB/FT 11194 LB/FT 819 LB/Ff 53D LB/FT 33fi LB/Ff SLAT. HIGH VELOCITY NON HIGH. VELOCITY HURRICANE ZONE a SPAN HURRICANE. ZONE ZONE 1 23 ZONE 4 5 -10' 2 1/2" 1" 2. 5/8" AS LESS >5'-10" 2 5/8" + 1" 2 3/4"+ TO 8'-3' >8'-3" 3 1/2" 1" 3 5/8" TO 12'-0" A AS DEFINED BY ASTM E-1996 STANDARD. + EXCEPT THAT 3 5/8' SHALL BE USED FOR MOUNTINGS AS PER SECTIONS 3. 4.4A&7A. CONNECTION CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION. TOP & BOTTOM LB/FT) FOR. CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A. 2 1/2" FOR B & 2 1/4- FOR C ANCHORS) THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE CONNECTION TYPE ANCHOR. SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE A B C A C C1 9 417 LB FT - 388 LB FT - 134 LB/FT 6 461. LB/FT 418 LB FT - 202 LB/Fr 12 375 LB/FT 334 LB/Ff - 142 LB/FT C2 9 417 LB/FT 362 LB/FF - 190 LB/FT 502 LB dI - 285 LB/FT 49} 372 LB/FT - f3092LB/M - 134 LB/FT C3 _- 469 LB/FT - _ _ 202 LB/Fr 43T 760 LB/FT 1572p / 304 LB/FT - 445 LB/FF 134 LB/Fr C4 6 561 LB/FT' 448 LB/FT 202 I6/FT 3 912 $9 682 LB/FT 364 LB/FF 126 LB/FT - - 83 LB/FT C$ JAp 339 LB/FT 334y LB/FT 125 LB/FT �3/ 681 LB/FT = `6701L8/FTA = 250 LB FT 221 LB/FT 251 LB/FT C6 6 332 LB/FT 378 LB/FT 323 LB/FT 3 663 LB/FT 755 LB/FT 646 LB/FT 4 ,232 LB/FT 235 LB/FT 183 LB/FT - - C7 3 310 LB/FT 315 LB/FT 244 LB/FT - - 12 388 LB/Fi 460 LB/FT 409 LB/FT CB B LB/FT BR 6gl LB/FT 614 LB/FT - - 6 177 LB FT .21 LB/FT 819 LB/FT ANCHORS SCHEDULE OSEE GENERAL NOTE C.2 ON SHEET 1. ANCHORS ANCHORS MIN. E.D. MIN. SPACING TYPE DESCRIPTION _ CONC. C.BLOCK; WOOD STEEL CONC. C,BLOCKj WOOD I STEEL A 1/4"0 TAPCON W/ ADVANCED 3.50" 2S0" 0 N/A 4.0D" 4.00" N/A N/A THREADFORM TECHNOLOGY 8 1/4" 0 x 3/4° SOLID SET 3.50' 3,50" N/A N/A 3.00" 3.00° N/A N/A ■gam 1/4' 0 CRETE-FLEX 3.00" 3.00" R N/A 3.00" 3.00° N/A N/A E 1/4" 0 ITW-BUILDER N/A N/A N/A 1.00" N/A N/A N/A 2.00" TEK SCREWS F WOOD SCREWS OR #14 NDSNOS N/A N/A R N/A N/A N/A 2.00' N/A 1 4' LAG SCREWS FLORIDA BUILDING CODE (Hgh & Non High Velocity Hurticpne Zone)