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<br />SCtifD1AE Fffit F.:n. tcS 'D#N N•2.iG,TED ON
<br />iR.J.ah) BbdWVWVW�Naj 3 3 Yf3
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<br />B, 1' MINIMUM T t 1. p.. EMBEDMENT Of TAPLAH AXCHdRS AND PANELMA' FA-
<br />E-2 HANG STORM FANEL W 9 .HIS PRODUCT EVALUATION DOCUMENT P:. : !N E1M E FEMALE ID & }BEWt"iE f1u5 INTO CONCRETE
<br />ACCORDANCE WITH ME. 2020 (7dh EOtTK`N) OF THE FLORIDA BIJ1t1XCpOE.( f D.) tLAs BEEN VERIFIED FU1? COMPLIANCE ) BLOCK SNAIL BE F t/t'
<br />DE$ION WtwD Lb $ s R tp F rT F T a' AD tVdL. BE s`TE c'R?tANNEi) AS PE SE:C'Ci1pN 2A)d HE ABOvE MfM(ONED GO B.2 MfM!MUM EMBEbMEN 0. a X 7 DE, tl CALK -IN ANCH©R5 17' N R / / sHAu t� 5 /E #NTp tp G EtE
<br />A Wt P R. G FDR NO S EED AS E,DU1R£p THE JJR N W SE4 WI BY N GfXCtt© )lERE THESE UTtERS ti BE t STAk.l. D A '. NO £M INTO ANY FINS M H ATERWL. SHALL BE PERMITTED,
<br />FOR A DtREC41DNALFTV FA T
<br />N.f. BEOMENT 5
<br />FACTOR Ks�0,8$ tFSFNG ASCE 7-ISANDSHALL NO EXCEED THE AW1ttMLFM (:. A S<D:
<br />) 1 " 0-20 K @DET$ e SSSt CWAc.. W d USED SHALL BE LONG THOUGH s. OE1LD ANY FFN r Stt MATERIAL EXIST) TO
<br />tiEStCaN PRESSURE RATINGS Ud DICATEp ON SrtECTS 25 .d: 26.
<br />ENGAGE 3"I4` INTO ANCHORS.
<br />IN ORDER TO VERIFY T'ki T! ' E ABOVE CON Oi ON, ULTIMATE DESIGN WIND LOAD. DETERMINED ASC- L PER E 7 tB
<br />F SHALL BE #R Si REDUCED AS:b. 0 StND LOADS BY MULTi. PLYING D THEM 9V E ! TO E1CM RANG,. N ORDER TO 8.3) IN RASE THAT P PRECAST STONE. OR PRECAST CONCRETE PANELS BE. FOUND ON THE EXtSTtHG WALL
<br />TO COMPARE THESE WJ MAX. {AS:D} DESIGN PRESSURE kATTNO5 MEPCAYEO ON SHEETS 25 R 26, ANCHORS SHALL BE LONG ENOUGH TO REACH THE M#JN STRUCTURE BE,aE;NkT SUCH PAWLS. Ad,"C1{OIW;E
<br />S!iA11 BE 1v* METesiONED IN B.F) AND k1 8.2).
<br />!N DR � � DER TO VCR!FY TItAT COMPONENTS 0 ANCHORS ON THiS P •D. A5 TESTED
<br />WERE Np.T "eSSli OVER STR- INCREASE
<br />!N ALLOWABLE STRESS rT1R WINO LOADS WAS NOj, USED IN THEIR AlaALY$15 FASTENERS SPACING TO W0p0 F[AS BEEN
<br />DETERMINED IN ACCORDANCE WITH N.D.S. 7O'•5- tCJ ANCHORS SHALL BE INSTALLED FOLLOWING ALL 4F THE RECOMMENDATIONS AND SPfCIF1G4710N5 OF THE ANCHOR'S
<br />MATtUFACFLIRF,R.
<br />S76itM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE Ii0.S BEEN VERIFIED IN ACCpRCLMiCE vmTri SECTION t626 OF
<br />THE ABOVE MENTIONED CODE AS PER rf?i€ 'niATKIN TESTING LABORATORY. INC. REPORT E 2032, AS PROTOCOLS 1le-20 i, ti R SMAL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />T AS-202 AND 1A5- U3. TO BE ATTACHED 70 INSURE PROPER ANCHORAGE THIS SH n'TER 2 6 L 511ay.L ONLY BE ATTACHED TO CONCRETE,
<br />BLOCK
<br />n+is rH c
<br />OR WOW FRAME BUILDINGS,
<br />2 SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON E OUTSIDE OF THE OPENING a.'E$S ;CINO 'HE OPENING FROM THE
<br />INSIDE W/O THE
<br />USE OF A LADDER OR LN-F'HIS APPLICATION IS VM )D WHEN INSTALLATION 15 INTENDED YC BE PE
<br />RFORMED
<br />12. THE
<br />INSTALLATION CONTRACTOR is TO S FAL tiWi.K ALL SHUTTER COMPONENT EDGES - / REMAIN tN CONTINUOUS
<br />FROM T}i INS
<br />IDE SIDE 0F STRUCTURE
<br />. :
<br />CONTACT WITH THE A -DIED 10 NT tN N INTRUSION
<br />GYG PREVENT W. D/RAT ON CAULK AND SEAL SFlUTTEA. (RACK_<
<br />AU. AROUND FULL
<br />}, SERIES 1000 INSTALLATION isAPPLICAAPPLICABLETO S1NGtE AND ,)RUBLE HUNG STYLE WIMOdWS. WHEN +NSiAiIaiTON 5 REQUIREDED iC• BE LENGTH.
<br />PERFORMED
<br />ORMEO IRON THE H•i57Di OF STRUCTURE RE t3 STORM PANEL INSTALLATION SHAH COMPLY WITH SPECS INDICATED IN THIS BRAYING, D RA G WYNFLUS ANY BUILDING I AND 20N NC
<br />PR TH .WR!biN-CT10N WHERE ERMR P IS i ,
<br />APPLIED O
<br />a. SERIES 2040 INSTALLAildN 6APPLICABLE Tp SINGLE AND DOUBLE HuwC AND HORROMA; Sl IpERF. STYLE WINDOWS5 WHEN REGREGULATIONSOY1DE�n BYE
<br />iNS7AtIhYIOW IS REQUIRED TO BE PERFORMER FROM THE INSIDE Of STRUCTURE, tA. ATRIUM WINDOWS AND DOORS INC. E - 2 HANG STORM PANEL SYSTEM- 15 PAtEiIT PEM>V'p-
<br />F
<br />S ALL ALUMINUM IXtRUS 1 OaS TO BEby 61-T B AU.#T AND TEMPER. (UNLESS OTHERWISE NOTED) , 5. o THIS PRODUCT EVALUATION
<br />DOCUMENT ( P ED)PRE PAREO BY . THIS ENGINEER ^OEaI
<br />AND
<br />DOES NOT . PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PRQlELE:i.v, WHERE THE SITE CONDITIONS DEVIATE FROMP.Ep8. A1.L. ALUMINUM SHEET' METAL USED Al CLOSURES SHALL NAVE 3105-H14 ALLOY.
<br />(o) CONTRACTOR b0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION WGLUO'NG LR'E SAFETY OF
<br />7. ALL Si'FEL SHEET METAL PANELS SHALL HAVE STK+UCTURAL DUALITY SFEEI.-. A5T41 A -BSI GRA7c SO Min,- .t1PfMTEd "STEEL ?Nd5 PR(IitUC!- BASED ON THIS P E.D, PROVIDED HE IZE DOES tdOT DE?+IA ' i:RtJM. iN tSiL E CdN DPODN S O&.7 MItD 0N
<br />DESIGNATION WfFp= 58:5 kat (AFTER ROL,LfD)THIS DOCUMENT CONSTRUCTION SAFETY AT Ai 511E IS THE CONTRACTOR'S RESPONSIBILITY,
<br />8. ALL SCREWS TO D£ STAINLESS STEEL 'xOa UR 318 A)S, SERIES OR CARRdSIbN RESISTANT COATED OARx'R2N STEEL AS PER CAN (<) THIS PRODUCT EMALSlAT10R DOCUMENT WILL BE CONSIDERED INVALID If AeODlFFEit,
<br />50010 W/ 50 N A E YIELD STRENGTH AND 40 Po Tc N S1
<br />LE STRENGTH & STALL COMPLY W/ FLORIDA BOWING CODE SfGtiOatat t.3.3.4 L.) SITE SPECIFIC
<br />PE -p
<br />Li C PRtTaETS CSHALL BE PREPARED BY A FLORIDA REGISTERED ) EfaGiwEER OR ARCHITECT WHICH WIL
<br />L
<br />T° 7 BECOME THE ENGINEER
<br />5. BOLTS TO BE AStM A-307 OALVAN!2W STE}»t. DR A!51 304 SERIES STAINLESS STEEL. WITH 36 ,cef M1NiMt.ib# YIELD STRENGTH VEER OF RECORD (E.b,ft,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE RE D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENC>aNEER Tp THE P.E.D. ENGWEER. SHALL
<br />10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />aR d 7p I� RdG PO. T t) _. Ems__ ._-,S.Se ^
<br />e THIS F.ESHALLPROFESSIONAL
<br />L BEAR THE DATE AND ORIGINAL SEAL AND s#cruTUFff OF THE - () D. ENGINEER OF
<br />- I +'a TAPCON ANC/TORS D IT i I I
<br />7
<br />As MANUFACTUP.E BY W_ BULDEX. NC, (MN. rG=3i92 -�;. RECORD THAT PREPARED
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<br />1 4 X 7 $' CALK -IN ANCHORS. AS ANNLAACTUREO BY DEWRIT INC. (MTN. 1'3
<br />1
<br />t8. STORM PANEL MAKJF JRER' LASRALE BE BEL LOCATED
<br />T READILY
<br />VISIBLE 1 - 0i4-10 PANELMATT_ FEMALE tD $ PANEa:41RTE PLUS ANCHORS. A5 MANUFACTURED BY EiCp CONSTRiJC`TK}N PR03th-1SWITH. ACCORDANCE WSE4SECTION17p993 � OR!OAgAT STORM �LpWG CbbE. O'+E1A@EL SHALL BE PANEL I
<br />PLACED
<br />FOR EVERY OPENING
<br />tYc+3350 4X-1) LABELING TO COMPLY WITH SECTION 1709.9:2 OF THE FLORIDA BUILDING CODE.
<br />0.9) M{NIMUM EMBEDMENT OF TAP't0lt ANCHORS R3TC POURED CONCRETE STALL BE 1 3j4' AND 2` FOP P&4ELMATE
<br />FEMALE ID a PANELMA. TE PLUS.
<br />A2 MI
<br />NIMUM ` ,MUM EMBEDMENTEMBEDMENTOF 14•e IL/ $'-!N AN HORS SHALL E 5 7' " INTO
<br />/ / :TALK C B I& D CONCRETE NO EMBEDMENT INTO
<br />ANY FiN75N MATERIAL StIfU,.L B'i PERMITTED.
<br />1 j4' P-20 SS SIDEWALK BdLiS USED SHALE BE LOtlp fNpUGH(SNOULD ANY F1N!5N MATERIAL EXIST) F¢? ENGAGE :/A' 4taAF F ��f
<br />INTO ANCHORS, ANCHORS. �� fl M
<br />A.31 IN EASE tHAT PRECAST STpNE, PRECAST CONCRETE PANELS. OR PAVERS 8E POUND ON 't!f EXts41xp WAE!. OR 1"��+!'',. •. /�,
<br />FLOOR, AWCHORS SHALL BE Lpt'Ki fNCtItGH TO itfACH F!tE MAIN STRUCTURE BEHIND SUCH P.L`tk2S ANCHORAGE SHALL �. �j('rEN.t1., • t](1
<br />BE AS MENiWED I!'t A,) AND IN A,2).. � '"K`
<br />ND.A4167
<br />(B) IS7_EXt`.ININS C4PEtGBECE..@C.Ss;A,",�.�U,F:. ., �F :`
<br />s ti' 'fr s.
<br />- 1 j4' e TAPCON ANCHORS AS MANUFACTURED BY `s T.W, BLAL13t'7E, INC z FLORIDA BUILDING CODE i'R h YeIPcItY NurrlCone tan*
<br />- !/a" e X 7/8" MA -IN ANCHORS. AS MANUFACTURED BY p£WALt INC (t'm.ISC)LY p.3:L) .�..Q., f• ''At72v mFEcp, Prc. F.A.
<br />- /7a-10 PANELIAATE f'E.MALE . tt5 AND FANE}„MATE PLUS ANCHORS. AS MANUFACTURED By E1GD COtiSTRl,'OT!ON •--. 'r F'• �lt�ial�°-. /xma
<br />-''�+ � 20 GAGE GALVANIZED STEEL STORM PANEL DPAyn, er,
<br />4
<br />PRODUCTS (rm®ZO 71 p a T,) ' @ - - °,-.n't` GLOBAL PROTECTION PRODUCTS, LLC. °'rTA
<br />Y.��trz�+Ftdd =� F. Ra► Y f N C �\ +8,7a 5.w, 51 satBi.; t
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<br />t�F Kli'i€ s tEhDWi CONCRETE
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<br />,......_.. 2591 -__._...__, as � / 3'/24 � t6EE rmiE 2 9EL ipR coNCREie ANGlaN'i& 3LE ! - - �'' "'�^i tsE'sc:tR.Duti a1 sHEri 25)—
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<br />_... 15.796'(TOTAL lWW7H)_---- _. _._... -...-7 ..-- _ _. 2.250 -^--2.957'--- �. - .. I.
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<br />2.400" • • As _ 3 ,+ � 1 Ri':-S � ?.2a4 i P ttll¢ PANE:) I (MION¢R PM1Et) 7 KiNhA4R tkRER3pR PANEL) I I
<br />( '� 2.alr TYF.f'ASTeeA6S3�',,.�I ' (DID PAne)(EN;I.
<br />a1(mEi+laRIjtNrEP)t!i.,._...S_)1er.nwmrta�_1HEMMED>T (7,(}I�,C4 DETAIL:++ SEE23. i DF1OYI!±=!Ii'I SEMarc.EF.LGeSEf23a 9EloYlI.JJS3e+,'`-;.✓\1ECOE IN .,.`RM1E5oeNMwN���—�.�:;I,,I:Ir ,:•#II'if) i,��i"I,I1r;7I,'}i,jII1`�I�y�LaT]KI«`o-,�e,`qnsG-60GACV.�.FI�!![itIt.1I,'II1'.<,,IE(
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<br />-t asp•..::!<~,.abn`_�°`,��,,!`
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<br />(-}t' STORM PAN EL _.._--z,a7p .. ,. � � ! 1.1..5 .� 111 .� 1 � i � � �.1 ' I ..a -; + . x erc us ,: �..__._ �� �v ""-'"�"•� r �sr!
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<br />,' Lac - SOt#iRtEE S8+ a+tEif Ye; F>bI WOOD SCREW- Mw. �Y HEX t fb '3a 4V041114,
<br />rb'si,3 4 -{ _ � el � I >9 (3Ag. p F ! � r '
<br />_ 250'e--._!-_ 'i $$€€FF NOTE 3 1 OR PANELS is. ; tsar PANELS ' � DJLRY OVERLAP I � ' UARY PAP. SE INSTALLED AT 51 m vv I Iva FAn stP,twnorr I FM✓C wr, e � µ i t ram; revF�r T� ifi
<br />Rwgp}Y• / f -,. , l,. 9ppW � OR � NJ OR W/Q 6� �7 (� j4 I t ! t
<br />/ � / _. . �.. � i 813"I ! � • UST PANFl F� TO BE W5TAtiE31 AT EF+^I! Y OPENING
<br />EL914L6 Ii,�YS l� PA{NG)EO Wef H 1 j1 I I 4 I'•{ I 1- i - -
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<br />MATtUFACFLIRF,R.
<br />S76itM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE Ii0.S BEEN VERIFIED IN ACCpRCLMiCE vmTri SECTION t626 OF
<br />THE ABOVE MENTIONED CODE AS PER rf?i€ 'niATKIN TESTING LABORATORY. INC. REPORT E 2032, AS PROTOCOLS 1le-20 i, ti R SMAL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
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<br />(o) CONTRACTOR b0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION WGLUO'NG LR'E SAFETY OF
<br />7. ALL Si'FEL SHEET METAL PANELS SHALL HAVE STK+UCTURAL DUALITY SFEEI.-. A5T41 A -BSI GRA7c SO Min,- .t1PfMTEd "STEEL ?Nd5 PR(IitUC!- BASED ON THIS P E.D, PROVIDED HE IZE DOES tdOT DE?+IA ' i:RtJM. iN tSiL E CdN DPODN S O&.7 MItD 0N
<br />DESIGNATION WfFp= 58:5 kat (AFTER ROL,LfD)THIS DOCUMENT CONSTRUCTION SAFETY AT Ai 511E IS THE CONTRACTOR'S RESPONSIBILITY,
<br />8. ALL SCREWS TO D£ STAINLESS STEEL 'xOa UR 318 A)S, SERIES OR CARRdSIbN RESISTANT COATED OARx'R2N STEEL AS PER CAN (<) THIS PRODUCT EMALSlAT10R DOCUMENT WILL BE CONSIDERED INVALID If AeODlFFEit,
<br />50010 W/ 50 N A E YIELD STRENGTH AND 40 Po Tc N S1
<br />LE STRENGTH & STALL COMPLY W/ FLORIDA BOWING CODE SfGtiOatat t.3.3.4 L.) SITE SPECIFIC
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<br />T° 7 BECOME THE ENGINEER
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<br />USE OF THE RE D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENC>aNEER Tp THE P.E.D. ENGWEER. SHALL
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<br />PLACED
<br />FOR EVERY OPENING
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<br />0.9) M{NIMUM EMBEDMENT OF TAP't0lt ANCHORS R3TC POURED CONCRETE STALL BE 1 3j4' AND 2` FOP P&4ELMATE
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<br />A.31 IN EASE tHAT PRECAST STpNE, PRECAST CONCRETE PANELS. OR PAVERS 8E POUND ON 't!f EXts41xp WAE!. OR 1"��+!'',. •. /�,
<br />FLOOR, AWCHORS SHALL BE Lpt'Ki fNCtItGH TO itfACH F!tE MAIN STRUCTURE BEHIND SUCH P.L`tk2S ANCHORAGE SHALL �. �j('rEN.t1., • t](1
<br />BE AS MENiWED I!'t A,) AND IN A,2).. � '"K`
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<br />- /7a-10 PANELIAATE f'E.MALE . tt5 AND FANE}„MATE PLUS ANCHORS. AS MANUFACTURED By E1GD COtiSTRl,'OT!ON •--. 'r F'• �lt�ial�°-. /xma
<br />-''�+ � 20 GAGE GALVANIZED STEEL STORM PANEL DPAyn, er,
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<br />0.254'� ` •. -. h I -• > � INSIDE pF SFRUCIURL I3� - � c'�v� � a �•-- I j F � 4 � —.r-n - � i (,1
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<br />ITAP•) ..•.-...... . -5" Maa. -... _'. 9'OILi� ,font. 7RACK5 AT 70R & FANELMAIE PLUS OR ,S` LONG '� •.: _T eevwlKrt rs �- _,.; 7 1 { :;'�-: (-r/x^e-�J. � `s L .- /..R-.,�„„-
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<br />L13iF3XL'+, � �H � PANEA.MATES 1JR: IF USED NITLY W F5' LONG iW,GR. AT EiOTTOM: ENO PANELS fia,a��w t�E • � ,•, ' � rvnsm.'Fe � `T �la•..ams : i �'(ytE
<br />(2) 0 PANELS Si{hLl. ALWAYS DE BONNEGt£i5 TO BOTTOM TRACK O'RtE7+TMNrsE A STOP MR / � Aercsgn *am', ,xi acxmw,e rare F vcaml
<br />,5, W 7r " r3 2" sca mlcMn,e. ` '� '.. 1 T a iYli)E � S!MLL BE PROVIDED A7 TCN> OF SUCH PANELS, SHALL. BE CE1NwEC'TED TO 2 W/ 10 'a-2(tr3, A / �j �RE'F mNr:Rnt Nwaa: r � Wr `we O'+ *�T '�> � s ,.x- ac.
<br />50+31-TS Alum. ALLOY WING Nui OR 1 A'e-20R3� Min. ;MBSCREW #N79 TAPPER �2 (EiiOEPi AS oN sHacr rs1 �: �^ !4' " (1u s4NmnE .--' s--g,p •� P µ edlarmN)
<br />{^- T$5' (3), It ENO PANELS ARE CxJh4*1ECiCO TO 8011DM TRACK, 60NME�ION SHALL Ci1N5157 OF i)F.5CR19ED ON �E (3} LOW), *1 �Yn. �LHBI�.��. MG E {f` [MST, ax ax[ct xl1 em•
<br />j { t/4"a-20A3/a" M S Wj 7/B'*x3 32' WEND NOT OR iti'aA3/4' M1n. THUMBSCREW WALL MQUNT{Nts` is�T'. t /'�'�
<br />fN10 LAPPED BOTTOM TRACK. TIDN pF FASTENERS tAAY BE AT EITHER OF TWO (3). FOR CASES MIEN END PANELS ARE LFS'E Jd1NTiY Wf t$^ LOND 2 AT 5ECT1{�N �� `v
<br />�� E%TfRIOR FLAT RANGES OF ENO PANEL OM Bf1T ENO PANELS ARE Md' pONNEiT'cD TO BOTTOM TRAtt( ? ,�STOP BM SECTION 'I' �___ � ©I SCALE a/aRt' fL�i.aLSL.GEIEING Aat�UNTING IN5T BUIl.L!-OCI'( MOi3NT#NG IN'ST.
<br />I Bj Swu.t BE PRov�m AT tar OF
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<br />FAT�^s, sor,41. NOT 11 COMOM LE 316=1• � TiOu �'
<br />(4): IN CASE THAT ENO PANEL: tdtE NOT CONNECTED 74 OLYTIDM iFUCK (Le. A STOP BAR (a). FOR IN57A1,1At)DNS WHEN ENO PANELS AND Si+l1E INTERIOR PANELS ARE DIRECTLY G tiH3 t* � xmc ,. 5� 3J8>!• SCALE 3/8.1^ � m
<br />`!# I_ r5 ONLY USED AT TOP Al L£ASi TWO PANELS SFtAL1 � CONNECTED 10 BOTTOM TRACK � I
<br />) MOUNTED TO EXISTING SILL WALL Be' 1'IEN#S flF PANft)dATfS, ONE INTERIOR PANEL �-' '�dD IE 5fi 9PEta:N}41itgS A`t0 pE4Vk+EYCNFS pCA
<br />I--T�----., lFyMu,N USING SPECS MID�ATED I.,. (3) ABOVE. 1N SUCH CASE, CONNECTION OF PANELS MAY BE USED JOINTLY W TRACK AT BOTTOM ATTACkt!NG BOTTOM TRACK TO WALL �- I usE of �t a ai TF� as A5 q(1NFNFlENIy/,
<br />o I Ii II TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. W I tN !A
<br />o "; � � I i I 'ttiR A„ �� / TWO PANEUAATEs FOG_DmwG � SHOWN ON E€£YAi70N r.Nd W/ �3 , r- n� � � ,x „�, , � u= tp � (t �+�e� :o �` o. ,a �p A. T)// �� r
<br />(5) SEE BECKON i', 3' & a` ON 9-tEEi 24. SEE ANCHOR SCHEDULE ON SHEET 25. Min. EDGE DISTANCE. FOR THIS CAS INTERIOR PANc'1 USED Y WJ 2 �"LS $ t z � i AT oN tppp 0A `d� *(/
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<br />ENGAGE 3"I4` INTO ANCHORS.
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<br />DETERMINED IN ACCORDANCE WITH N.D.S. 7O'•5- tCJ ANCHORS SHALL BE INSTALLED FOLLOWING ALL 4F THE RECOMMENDATIONS AND SPfCIF1G4710N5 OF THE ANCHOR'S
<br />MATtUFACFLIRF,R.
<br />S76itM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE Ii0.S BEEN VERIFIED IN ACCpRCLMiCE vmTri SECTION t626 OF
<br />THE ABOVE MENTIONED CODE AS PER rf?i€ 'niATKIN TESTING LABORATORY. INC. REPORT E 2032, AS PROTOCOLS 1le-20 i, ti R SMAL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
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<br />CONTACT WITH THE A -DIED 10 NT tN N INTRUSION
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<br />PERFORMED
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<br />PR TH .WR!biN-CT10N WHERE ERMR P IS i ,
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<br />a. SERIES 2040 INSTALLAildN 6APPLICABLE Tp SINGLE AND DOUBLE HuwC AND HORROMA; Sl IpERF. STYLE WINDOWS5 WHEN REGREGULATIONSOY1DE�n BYE
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<br />F
<br />S ALL ALUMINUM IXtRUS 1 OaS TO BEby 61-T B AU.#T AND TEMPER. (UNLESS OTHERWISE NOTED) , 5. o THIS PRODUCT EVALUATION
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<br />AND
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<br />(o) CONTRACTOR b0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION WGLUO'NG LR'E SAFETY OF
<br />7. ALL Si'FEL SHEET METAL PANELS SHALL HAVE STK+UCTURAL DUALITY SFEEI.-. A5T41 A -BSI GRA7c SO Min,- .t1PfMTEd "STEEL ?Nd5 PR(IitUC!- BASED ON THIS P E.D, PROVIDED HE IZE DOES tdOT DE?+IA ' i:RtJM. iN tSiL E CdN DPODN S O&.7 MItD 0N
<br />DESIGNATION WfFp= 58:5 kat (AFTER ROL,LfD)THIS DOCUMENT CONSTRUCTION SAFETY AT Ai 511E IS THE CONTRACTOR'S RESPONSIBILITY,
<br />8. ALL SCREWS TO D£ STAINLESS STEEL 'xOa UR 318 A)S, SERIES OR CARRdSIbN RESISTANT COATED OARx'R2N STEEL AS PER CAN (<) THIS PRODUCT EMALSlAT10R DOCUMENT WILL BE CONSIDERED INVALID If AeODlFFEit,
<br />50010 W/ 50 N A E YIELD STRENGTH AND 40 Po Tc N S1
<br />LE STRENGTH & STALL COMPLY W/ FLORIDA BOWING CODE SfGtiOatat t.3.3.4 L.) SITE SPECIFIC
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<br />T° 7 BECOME THE ENGINEER
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<br />USE OF THE RE D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENC>aNEER Tp THE P.E.D. ENGWEER. SHALL
<br />10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
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<br />e THIS F.ESHALLPROFESSIONAL
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<br />1 4 X 7 $' CALK -IN ANCHORS. AS ANNLAACTUREO BY DEWRIT INC. (MTN. 1'3
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<br />VISIBLE 1 - 0i4-10 PANELMATT_ FEMALE tD $ PANEa:41RTE PLUS ANCHORS. A5 MANUFACTURED BY EiCp CONSTRiJC`TK}N PR03th-1SWITH. ACCORDANCE WSE4SECTION17p993 � OR!OAgAT STORM �LpWG CbbE. O'+E1A@EL SHALL BE PANEL I
<br />PLACED
<br />FOR EVERY OPENING
<br />tYc+3350 4X-1) LABELING TO COMPLY WITH SECTION 1709.9:2 OF THE FLORIDA BUILDING CODE.
<br />0.9) M{NIMUM EMBEDMENT OF TAP't0lt ANCHORS R3TC POURED CONCRETE STALL BE 1 3j4' AND 2` FOP P&4ELMATE
<br />FEMALE ID a PANELMA. TE PLUS.
<br />A2 MI
<br />NIMUM ` ,MUM EMBEDMENTEMBEDMENTOF 14•e IL/ $'-!N AN HORS SHALL E 5 7' " INTO
<br />/ / :TALK C B I& D CONCRETE NO EMBEDMENT INTO
<br />ANY FiN75N MATERIAL StIfU,.L B'i PERMITTED.
<br />1 j4' P-20 SS SIDEWALK BdLiS USED SHALE BE LOtlp fNpUGH(SNOULD ANY F1N!5N MATERIAL EXIST) F¢? ENGAGE :/A' 4taAF F ��f
<br />INTO ANCHORS, ANCHORS. �� fl M
<br />A.31 IN EASE tHAT PRECAST STpNE, PRECAST CONCRETE PANELS. OR PAVERS 8E POUND ON 't!f EXts41xp WAE!. OR 1"��+!'',. •. /�,
<br />FLOOR, AWCHORS SHALL BE Lpt'Ki fNCtItGH TO itfACH F!tE MAIN STRUCTURE BEHIND SUCH P.L`tk2S ANCHORAGE SHALL �. �j('rEN.t1., • t](1
<br />BE AS MENiWED I!'t A,) AND IN A,2).. � '"K`
<br />ND.A4167
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<br />- 1 j4' e TAPCON ANCHORS AS MANUFACTURED BY `s T.W, BLAL13t'7E, INC z FLORIDA BUILDING CODE i'R h YeIPcItY NurrlCone tan*
<br />- !/a" e X 7/8" MA -IN ANCHORS. AS MANUFACTURED BY p£WALt INC (t'm.ISC)LY p.3:L) .�..Q., f• ''At72v mFEcp, Prc. F.A.
<br />- /7a-10 PANELIAATE f'E.MALE . tt5 AND FANE}„MATE PLUS ANCHORS. AS MANUFACTURED By E1GD COtiSTRl,'OT!ON •--. 'r F'• �lt�ial�°-. /xma
<br />-''�+ � 20 GAGE GALVANIZED STEEL STORM PANEL DPAyn, er,
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<br />2.400" • • As _ 3 ,+ � 1 Ri':-S � ?.2a4 i P ttll¢ PANE:) I (MION¢R PM1Et) 7 KiNhA4R tkRER3pR PANEL) I I
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<br />_ 250'e--._!-_ 'i $$€€FF NOTE 3 1 OR PANELS is. ; tsar PANELS ' � DJLRY OVERLAP I � ' UARY PAP. SE INSTALLED AT 51 m vv I Iva FAn stP,twnorr I FM✓C wr, e � µ i t ram; revF�r T� ifi
<br />Rwgp}Y• / f -,. , l,. 9ppW � OR � NJ OR W/Q 6� �7 (� j4 I t ! t
<br />/ � / _. . �.. � i 813"I ! � • UST PANFl F� TO BE W5TAtiE31 AT EF+^I! Y OPENING
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<br />SNN.L I 4rfli.Y r j' F:
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<br />, i I / REAR HANDLE TO FACiUCAIE 1NS7ALSARON 4' ! ! , -, 1 I ErD+Y � ' �_.
<br />/ `�,�� %/ •--- - : REAR Fl4"XR.E TO FA^..n.gATE FdSTMLAT+ON ff INTENTIED 10 9E 615TAiAEt FROM - --- -+ f___ .._- '---"i = -=4, g I i2 I
<br />0.254'� ` •. -. h I -• > � INSIDE pF SFRUCIURL I3� - � c'�v� � a �•-- I j F � 4 � —.r-n - � i (,1
<br />rr '�. ! ly5- .' I .125" 1 - ! � MSIDE p' STRUCTURE. ! � i I � 1 i € �' __L�}, L�t--.a_._ _.. __.. a) I # �I
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<br />i ii MENDED TO BE WlSTALLEp itKN! I - 1 4 � i. I
<br />ry I SLYlL 3/32' - t• _ SCf3E 3 #^ � `1r--� _ _ p
<br />fr'�. I- ._. Q-' � 13.750' !.._I � _ e. -� � 8 � � f � / ] a �'wum t W I I /^'^ � � 3
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<br />ROUNAED CORNER P ENDS OF PANEL'S ?2-_��I1OR�WIcWWJa®.���A�hA��t�-n��j�E��!it��I1���"-"i 1
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<br />ENDuP wHeatMED EDGEa5D" LJ11.,,SEGTSO�'A,�4-'ATEN4n>wns)a���i.t"��°����#t'L(N.T.S)1_�_� .,. ?5" - sC1tE' 3/32` .. A` � r �"a {{ 1 GpMu irc Y ,.. 1 ' � - "-_. �.
<br />F" .-. - j SCALE 3JSx i CirL€`3 Bw . .._... ___..-_ OWCK t, � � 6onc
<br />---a,op4'__-- � (1), f�F.IHDI� SFRij'S tone: E - i HANG srdaM PANEL SYSTEM cpNs,Snraa OF PANEL r I .,- �...> '= ) I "Ni
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<br />ITAP•) ..•.-...... . -5" Maa. -... _'. 9'OILi� ,font. 7RACK5 AT 70R & FANELMAIE PLUS OR ,S` LONG '� •.: _T eevwlKrt rs �- _,.; 7 1 { :;'�-: (-r/x^e-�J. � `s L .- /..R-.,�„„-
<br />ft}, D:Ef19R4pih_OE S #FR ro4: E - d HANr. SNkNt PANEL SYSTEM C4W5kS!hn: OF YAI`tGt , 4?1:AT £147T'fT4t W/ P?NEikiAfES, I -' Frx r3o,N• Ms �se z .._-I
<br />� - :._.Co---. •J 1R^«:v�'.Na BLaCX -,A:.� r � - icc xnrn »la/sY•
<br />1 �/ a +Oro "" �PR ' 9 k - carn`�it.Ta- PANE -�"`�'``""'• ,rdr M+ FrY"ssanM' wav ram on
<br />Cant, TRACKS TOP h BOTTOM, _, NUF va '"..'",. ..".", N � r r �
<br />ra n u (?). END PANELS SHALL ALWAYS BE fANtaECTED T4 N0 31LL WALL
<br />. BY' MEANS OF ,h'a-�✓•• m m i a';,. _- ��� /^ ,' F mod''"
<br />L13iF3XL'+, � �H � PANEA.MATES 1JR: IF USED NITLY W F5' LONG iW,GR. AT EiOTTOM: ENO PANELS fia,a��w t�E • � ,•, ' � rvnsm.'Fe � `T �la•..ams : i �'(ytE
<br />(2) 0 PANELS Si{hLl. ALWAYS DE BONNEGt£i5 TO BOTTOM TRACK O'RtE7+TMNrsE A STOP MR / � Aercsgn *am', ,xi acxmw,e rare F vcaml
<br />,5, W 7r " r3 2" sca mlcMn,e. ` '� '.. 1 T a iYli)E � S!MLL BE PROVIDED A7 TCN> OF SUCH PANELS, SHALL. BE CE1NwEC'TED TO 2 W/ 10 'a-2(tr3, A / �j �RE'F mNr:Rnt Nwaa: r � Wr `we O'+ *�T '�> � s ,.x- ac.
<br />50+31-TS Alum. ALLOY WING Nui OR 1 A'e-20R3� Min. ;MBSCREW #N79 TAPPER �2 (EiiOEPi AS oN sHacr rs1 �: �^ !4' " (1u s4NmnE .--' s--g,p •� P µ edlarmN)
<br />{^- T$5' (3), It ENO PANELS ARE CxJh4*1ECiCO TO 8011DM TRACK, 60NME�ION SHALL Ci1N5157 OF i)F.5CR19ED ON �E (3} LOW), *1 �Yn. �LHBI�.��. MG E {f` [MST, ax ax[ct xl1 em•
<br />j { t/4"a-20A3/a" M S Wj 7/B'*x3 32' WEND NOT OR iti'aA3/4' M1n. THUMBSCREW WALL MQUNT{Nts` is�T'. t /'�'�
<br />fN10 LAPPED BOTTOM TRACK. TIDN pF FASTENERS tAAY BE AT EITHER OF TWO (3). FOR CASES MIEN END PANELS ARE LFS'E Jd1NTiY Wf t$^ LOND 2 AT 5ECT1{�N �� `v
<br />�� E%TfRIOR FLAT RANGES OF ENO PANEL OM Bf1T ENO PANELS ARE Md' pONNEiT'cD TO BOTTOM TRAtt( ? ,�STOP BM SECTION 'I' �___ � ©I SCALE a/aRt' fL�i.aLSL.GEIEING Aat�UNTING IN5T BUIl.L!-OCI'( MOi3NT#NG IN'ST.
<br />I Bj Swu.t BE PRov�m AT tar OF
<br />SUCH
<br />FAT�^s, sor,41. NOT 11 COMOM LE 316=1• � TiOu �'
<br />(4): IN CASE THAT ENO PANEL: tdtE NOT CONNECTED 74 OLYTIDM iFUCK (Le. A STOP BAR (a). FOR IN57A1,1At)DNS WHEN ENO PANELS AND Si+l1E INTERIOR PANELS ARE DIRECTLY G tiH3 t* � xmc ,. 5� 3J8>!• SCALE 3/8.1^ � m
<br />`!# I_ r5 ONLY USED AT TOP Al L£ASi TWO PANELS SFtAL1 � CONNECTED 10 BOTTOM TRACK � I
<br />) MOUNTED TO EXISTING SILL WALL Be' 1'IEN#S flF PANft)dATfS, ONE INTERIOR PANEL �-' '�dD IE 5fi 9PEta:N}41itgS A`t0 pE4Vk+EYCNFS pCA
<br />I--T�----., lFyMu,N USING SPECS MID�ATED I.,. (3) ABOVE. 1N SUCH CASE, CONNECTION OF PANELS MAY BE USED JOINTLY W TRACK AT BOTTOM ATTACkt!NG BOTTOM TRACK TO WALL �- I usE of �t a ai TF� as A5 q(1NFNFlENIy/,
<br />o I Ii II TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. W I tN !A
<br />o "; � � I i I 'ttiR A„ �� / TWO PANEUAATEs FOG_DmwG � SHOWN ON E€£YAi70N r.Nd W/ �3 , r- n� � � ,x „�, , � u= tp � (t �+�e� :o �` o. ,a �p A. T)// �� r
<br />(5) SEE BECKON i', 3' & a` ON 9-tEEi 24. SEE ANCHOR SCHEDULE ON SHEET 25. Min. EDGE DISTANCE. FOR THIS CAS INTERIOR PANc'1 USED Y WJ 2 �"LS $ t z � i AT oN tppp 0A `d� *(/
<br />,^ j 7SD" i t -i hOs,:• (TyP.) �'•''• J (�}
<br />it }n �:' ilCEN 'A ttatNltlNwfiti #!� SUCHNTHATTAAIACEM PAN @ TO LEFT a RIGHT SIDE 06 2 ISPANEL) RAVE INSTALLED 5 ta65Jt.,Ais7N mK oN �+6:. L4. `���,t�1P,•••• �E••. , j y LLI
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<br />ENGAGE 3"I4` INTO ANCHORS.
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<br />MATtUFACFLIRF,R.
<br />S76itM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE Ii0.S BEEN VERIFIED IN ACCpRCLMiCE vmTri SECTION t626 OF
<br />THE ABOVE MENTIONED CODE AS PER rf?i€ 'niATKIN TESTING LABORATORY. INC. REPORT E 2032, AS PROTOCOLS 1le-20 i, ti R SMAL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
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<br />USE OF A LADDER OR LN-F'HIS APPLICATION IS VM )D WHEN INSTALLATION 15 INTENDED YC BE PE
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<br />S ALL ALUMINUM IXtRUS 1 OaS TO BEby 61-T B AU.#T AND TEMPER. (UNLESS OTHERWISE NOTED) , 5. o THIS PRODUCT EVALUATION
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<br />(o) CONTRACTOR b0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION WGLUO'NG LR'E SAFETY OF
<br />7. ALL Si'FEL SHEET METAL PANELS SHALL HAVE STK+UCTURAL DUALITY SFEEI.-. A5T41 A -BSI GRA7c SO Min,- .t1PfMTEd "STEEL ?Nd5 PR(IitUC!- BASED ON THIS P E.D, PROVIDED HE IZE DOES tdOT DE?+IA ' i:RtJM. iN tSiL E CdN DPODN S O&.7 MItD 0N
<br />DESIGNATION WfFp= 58:5 kat (AFTER ROL,LfD)THIS DOCUMENT CONSTRUCTION SAFETY AT Ai 511E IS THE CONTRACTOR'S RESPONSIBILITY,
<br />8. ALL SCREWS TO D£ STAINLESS STEEL 'xOa UR 318 A)S, SERIES OR CARRdSIbN RESISTANT COATED OARx'R2N STEEL AS PER CAN (<) THIS PRODUCT EMALSlAT10R DOCUMENT WILL BE CONSIDERED INVALID If AeODlFFEit,
<br />50010 W/ 50 N A E YIELD STRENGTH AND 40 Po Tc N S1
<br />LE STRENGTH & STALL COMPLY W/ FLORIDA BOWING CODE SfGtiOatat t.3.3.4 L.) SITE SPECIFIC
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<br />T° 7 BECOME THE ENGINEER
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<br />USE OF THE RE D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENC>aNEER Tp THE P.E.D. ENGWEER. SHALL
<br />10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
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<br />0.9) M{NIMUM EMBEDMENT OF TAP't0lt ANCHORS R3TC POURED CONCRETE STALL BE 1 3j4' AND 2` FOP P&4ELMATE
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<br />NIMUM ` ,MUM EMBEDMENTEMBEDMENTOF 14•e IL/ $'-!N AN HORS SHALL E 5 7' " INTO
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<br />FLOOR, AWCHORS SHALL BE Lpt'Ki fNCtItGH TO itfACH F!tE MAIN STRUCTURE BEHIND SUCH P.L`tk2S ANCHORAGE SHALL �. �j('rEN.t1., • t](1
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<br />) MOUNTED TO EXISTING SILL WALL Be' 1'IEN#S flF PANft)dATfS, ONE INTERIOR PANEL �-' '�dD IE 5fi 9PEta:N}41itgS A`t0 pE4Vk+EYCNFS pCA
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<br />o I Ii II TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. W I tN !A
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<br />� LF55 ',14A1r NttaMUM SPACINGe4DltbiEO - ..... "'.
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<br />WALL. bIOUNTi1yG IN�TION
<br />5E,TION Si3
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<br />B, 1' MINIMUM T t 1. p.. EMBEDMENT Of TAPLAH AXCHdRS AND PANELMA' FA-
<br />E-2 HANG STORM FANEL W 9 .HIS PRODUCT EVALUATION DOCUMENT P:. : !N E1M E FEMALE ID & }BEWt"iE f1u5 INTO CONCRETE
<br />ACCORDANCE WITH ME. 2020 (7dh EOtTK`N) OF THE FLORIDA BIJ1t1XCpOE.( f D.) tLAs BEEN VERIFIED FU1? COMPLIANCE ) BLOCK SNAIL BE F t/t'
<br />DE$ION WtwD Lb $ s R tp F rT F T a' AD tVdL. BE s`TE c'R?tANNEi) AS PE SE:C'Ci1pN 2A)d HE ABOvE MfM(ONED GO B.2 MfM!MUM EMBEbMEN 0. a X 7 DE, tl CALK -IN ANCH©R5 17' N R / / sHAu t� 5 /E #NTp tp G EtE
<br />A Wt P R. G FDR NO S EED AS E,DU1R£p THE JJR N W SE4 WI BY N GfXCtt© )lERE THESE UTtERS ti BE t STAk.l. D A '. NO £M INTO ANY FINS M H ATERWL. SHALL BE PERMITTED,
<br />FOR A DtREC41DNALFTV FA T
<br />N.f. BEOMENT 5
<br />FACTOR Ks�0,8$ tFSFNG ASCE 7-ISANDSHALL NO EXCEED THE AW1ttMLFM (:. A S<D:
<br />) 1 " 0-20 K @DET$ e SSSt CWAc.. W d USED SHALL BE LONG THOUGH s. OE1LD ANY FFN r Stt MATERIAL EXIST) TO
<br />tiEStCaN PRESSURE RATINGS Ud DICATEp ON SrtECTS 25 .d: 26.
<br />ENGAGE 3"I4` INTO ANCHORS.
<br />IN ORDER TO VERIFY T'ki T! ' E ABOVE CON Oi ON, ULTIMATE DESIGN WIND LOAD. DETERMINED ASC- L PER E 7 tB
<br />F SHALL BE #R Si REDUCED AS:b. 0 StND LOADS BY MULTi. PLYING D THEM 9V E ! TO E1CM RANG,. N ORDER TO 8.3) IN RASE THAT P PRECAST STONE. OR PRECAST CONCRETE PANELS BE. FOUND ON THE EXtSTtHG WALL
<br />TO COMPARE THESE WJ MAX. {AS:D} DESIGN PRESSURE kATTNO5 MEPCAYEO ON SHEETS 25 R 26, ANCHORS SHALL BE LONG ENOUGH TO REACH THE M#JN STRUCTURE BE,aE;NkT SUCH PAWLS. Ad,"C1{OIW;E
<br />S!iA11 BE 1v* METesiONED IN B.F) AND k1 8.2).
<br />!N DR � � DER TO VCR!FY TItAT COMPONENTS 0 ANCHORS ON THiS P •D. A5 TESTED
<br />WERE Np.T "eSSli OVER STR- INCREASE
<br />!N ALLOWABLE STRESS rT1R WINO LOADS WAS NOj, USED IN THEIR AlaALY$15 FASTENERS SPACING TO W0p0 F[AS BEEN
<br />DETERMINED IN ACCORDANCE WITH N.D.S. 7O'•5- tCJ ANCHORS SHALL BE INSTALLED FOLLOWING ALL 4F THE RECOMMENDATIONS AND SPfCIF1G4710N5 OF THE ANCHOR'S
<br />MATtUFACFLIRF,R.
<br />S76itM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE Ii0.S BEEN VERIFIED IN ACCpRCLMiCE vmTri SECTION t626 OF
<br />THE ABOVE MENTIONED CODE AS PER rf?i€ 'niATKIN TESTING LABORATORY. INC. REPORT E 2032, AS PROTOCOLS 1le-20 i, ti R SMAL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />T AS-202 AND 1A5- U3. TO BE ATTACHED 70 INSURE PROPER ANCHORAGE THIS SH n'TER 2 6 L 511ay.L ONLY BE ATTACHED TO CONCRETE,
<br />BLOCK
<br />n+is rH c
<br />OR WOW FRAME BUILDINGS,
<br />2 SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON E OUTSIDE OF THE OPENING a.'E$S ;CINO 'HE OPENING FROM THE
<br />INSIDE W/O THE
<br />USE OF A LADDER OR LN-F'HIS APPLICATION IS VM )D WHEN INSTALLATION 15 INTENDED YC BE PE
<br />RFORMED
<br />12. THE
<br />INSTALLATION CONTRACTOR is TO S FAL tiWi.K ALL SHUTTER COMPONENT EDGES - / REMAIN tN CONTINUOUS
<br />FROM T}i INS
<br />IDE SIDE 0F STRUCTURE
<br />. :
<br />CONTACT WITH THE A -DIED 10 NT tN N INTRUSION
<br />GYG PREVENT W. D/RAT ON CAULK AND SEAL SFlUTTEA. (RACK_<
<br />AU. AROUND FULL
<br />}, SERIES 1000 INSTALLATION isAPPLICAAPPLICABLETO S1NGtE AND ,)RUBLE HUNG STYLE WIMOdWS. WHEN +NSiAiIaiTON 5 REQUIREDED iC• BE LENGTH.
<br />PERFORMED
<br />ORMEO IRON THE H•i57Di OF STRUCTURE RE t3 STORM PANEL INSTALLATION SHAH COMPLY WITH SPECS INDICATED IN THIS BRAYING, D RA G WYNFLUS ANY BUILDING I AND 20N NC
<br />PR TH .WR!biN-CT10N WHERE ERMR P IS i ,
<br />APPLIED O
<br />a. SERIES 2040 INSTALLAildN 6APPLICABLE Tp SINGLE AND DOUBLE HuwC AND HORROMA; Sl IpERF. STYLE WINDOWS5 WHEN REGREGULATIONSOY1DE�n BYE
<br />iNS7AtIhYIOW IS REQUIRED TO BE PERFORMER FROM THE INSIDE Of STRUCTURE, tA. ATRIUM WINDOWS AND DOORS INC. E - 2 HANG STORM PANEL SYSTEM- 15 PAtEiIT PEM>V'p-
<br />F
<br />S ALL ALUMINUM IXtRUS 1 OaS TO BEby 61-T B AU.#T AND TEMPER. (UNLESS OTHERWISE NOTED) , 5. o THIS PRODUCT EVALUATION
<br />DOCUMENT ( P ED)PRE PAREO BY . THIS ENGINEER ^OEaI
<br />AND
<br />DOES NOT . PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PRQlELE:i.v, WHERE THE SITE CONDITIONS DEVIATE FROMP.Ep8. A1.L. ALUMINUM SHEET' METAL USED Al CLOSURES SHALL NAVE 3105-H14 ALLOY.
<br />(o) CONTRACTOR b0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION WGLUO'NG LR'E SAFETY OF
<br />7. ALL Si'FEL SHEET METAL PANELS SHALL HAVE STK+UCTURAL DUALITY SFEEI.-. A5T41 A -BSI GRA7c SO Min,- .t1PfMTEd "STEEL ?Nd5 PR(IitUC!- BASED ON THIS P E.D, PROVIDED HE IZE DOES tdOT DE?+IA ' i:RtJM. iN tSiL E CdN DPODN S O&.7 MItD 0N
<br />DESIGNATION WfFp= 58:5 kat (AFTER ROL,LfD)THIS DOCUMENT CONSTRUCTION SAFETY AT Ai 511E IS THE CONTRACTOR'S RESPONSIBILITY,
<br />8. ALL SCREWS TO D£ STAINLESS STEEL 'xOa UR 318 A)S, SERIES OR CARRdSIbN RESISTANT COATED OARx'R2N STEEL AS PER CAN (<) THIS PRODUCT EMALSlAT10R DOCUMENT WILL BE CONSIDERED INVALID If AeODlFFEit,
<br />50010 W/ 50 N A E YIELD STRENGTH AND 40 Po Tc N S1
<br />LE STRENGTH & STALL COMPLY W/ FLORIDA BOWING CODE SfGtiOatat t.3.3.4 L.) SITE SPECIFIC
<br />PE -p
<br />Li C PRtTaETS CSHALL BE PREPARED BY A FLORIDA REGISTERED ) EfaGiwEER OR ARCHITECT WHICH WIL
<br />L
<br />T° 7 BECOME THE ENGINEER
<br />5. BOLTS TO BE AStM A-307 OALVAN!2W STE}»t. DR A!51 304 SERIES STAINLESS STEEL. WITH 36 ,cef M1NiMt.ib# YIELD STRENGTH VEER OF RECORD (E.b,ft,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE RE D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENC>aNEER Tp THE P.E.D. ENGWEER. SHALL
<br />10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />aR d 7p I� RdG PO. T t) _. Ems__ ._-,S.Se ^
<br />e THIS F.ESHALLPROFESSIONAL
<br />L BEAR THE DATE AND ORIGINAL SEAL AND s#cruTUFff OF THE - () D. ENGINEER OF
<br />- I +'a TAPCON ANC/TORS D IT i I I
<br />7
<br />As MANUFACTUP.E BY W_ BULDEX. NC, (MN. rG=3i92 -�;. RECORD THAT PREPARED
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<br />1 4 X 7 $' CALK -IN ANCHORS. AS ANNLAACTUREO BY DEWRIT INC. (MTN. 1'3
<br />1
<br />t8. STORM PANEL MAKJF JRER' LASRALE BE BEL LOCATED
<br />T READILY
<br />VISIBLE 1 - 0i4-10 PANELMATT_ FEMALE tD $ PANEa:41RTE PLUS ANCHORS. A5 MANUFACTURED BY EiCp CONSTRiJC`TK}N PR03th-1SWITH. ACCORDANCE WSE4SECTION17p993 � OR!OAgAT STORM �LpWG CbbE. O'+E1A@EL SHALL BE PANEL I
<br />PLACED
<br />FOR EVERY OPENING
<br />tYc+3350 4X-1) LABELING TO COMPLY WITH SECTION 1709.9:2 OF THE FLORIDA BUILDING CODE.
<br />0.9) M{NIMUM EMBEDMENT OF TAP't0lt ANCHORS R3TC POURED CONCRETE STALL BE 1 3j4' AND 2` FOP P&4ELMATE
<br />FEMALE ID a PANELMA. TE PLUS.
<br />A2 MI
<br />NIMUM ` ,MUM EMBEDMENTEMBEDMENTOF 14•e IL/ $'-!N AN HORS SHALL E 5 7' " INTO
<br />/ / :TALK C B I& D CONCRETE NO EMBEDMENT INTO
<br />ANY FiN75N MATERIAL StIfU,.L B'i PERMITTED.
<br />1 j4' P-20 SS SIDEWALK BdLiS USED SHALE BE LOtlp fNpUGH(SNOULD ANY F1N!5N MATERIAL EXIST) F¢? ENGAGE :/A' 4taAF F ��f
<br />INTO ANCHORS, ANCHORS. �� fl M
<br />A.31 IN EASE tHAT PRECAST STpNE, PRECAST CONCRETE PANELS. OR PAVERS 8E POUND ON 't!f EXts41xp WAE!. OR 1"��+!'',. •. /�,
<br />FLOOR, AWCHORS SHALL BE Lpt'Ki fNCtItGH TO itfACH F!tE MAIN STRUCTURE BEHIND SUCH P.L`tk2S ANCHORAGE SHALL �. �j('rEN.t1., • t](1
<br />BE AS MENiWED I!'t A,) AND IN A,2).. � '"K`
<br />ND.A4167
<br />(B) IS7_EXt`.ININS C4PEtGBECE..@C.Ss;A,",�.�U,F:. ., �F :`
<br />s ti' 'fr s.
<br />- 1 j4' e TAPCON ANCHORS AS MANUFACTURED BY `s T.W, BLAL13t'7E, INC z FLORIDA BUILDING CODE i'R h YeIPcItY NurrlCone tan*
<br />- !/a" e X 7/8" MA -IN ANCHORS. AS MANUFACTURED BY p£WALt INC (t'm.ISC)LY p.3:L) .�..Q., f• ''At72v mFEcp, Prc. F.A.
<br />- /7a-10 PANELIAATE f'E.MALE . tt5 AND FANE}„MATE PLUS ANCHORS. AS MANUFACTURED By E1GD COtiSTRl,'OT!ON •--. 'r F'• �lt�ial�°-. /xma
<br />-''�+ � 20 GAGE GALVANIZED STEEL STORM PANEL DPAyn, er,
<br />4
<br />PRODUCTS (rm®ZO 71 p a T,) ' @ - - °,-.n't` GLOBAL PROTECTION PRODUCTS, LLC. °'rTA
<br />Y.��trz�+Ftdd =� F. Ra► Y f N C �\ +8,7a 5.w, 51 satBi.; t
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<br />(SCALE 1/2a1") d w7 OR W/O 6 Eq vxaFL
<br />SHEET #!#.,• 'S,YS �, 211 4 ar, 24 SCHEDULE am
<br />�s dt 2a �� (� NOT[ 5 BELOW) z /24 T /z4 i�°�, P Atrm.) 10
<br />t�F Kli'i€ s tEhDWi CONCRETE
<br />� ram/ � . j UfNr.'i±ETs AtdGtN� s• uue. ,x..
<br />,......_.. 2591 -__._...__, as � / 3'/24 � t6EE rmiE 2 9EL ipR coNCREie ANGlaN'i& 3LE ! - - �'' "'�^i tsE'sc:tR.Duti a1 sHEri 25)—
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<br />_... 15.796'(TOTAL lWW7H)_---- _. _._... -...-7 ..-- _ _. 2.250 -^--2.957'--- �. - .. I.
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<br />2.400" • • As _ 3 ,+ � 1 Ri':-S � ?.2a4 i P ttll¢ PANE:) I (MION¢R PM1Et) 7 KiNhA4R tkRER3pR PANEL) I I
<br />( '� 2.alr TYF.f'ASTeeA6S3�',,.�I ' (DID PAne)(EN;I.
<br />a1(mEi+laRIjtNrEP)t!i.,._...S_)1er.nwmrta�_1HEMMED>T (7,(}I�,C4 DETAIL:++ SEE23. i DF1OYI!±=!Ii'I SEMarc.EF.LGeSEf23a 9EloYlI.JJS3e+,'`-;.✓\1ECOE IN .,.`RM1E5oeNMwN���—�.�:;I,,I:Ir ,:•#II'if) i,��i"I,I1r;7I,'}i,jII1`�I�y�LaT]KI«`o-,�e,`qnsG-60GACV.�.FI�!![itIt.1I,'II1'.<,,IE(
<br />I,I�=i4�1'iZ_.�!`_T,}�,QC4A11A�a.as_,II�(I:II!1s1srI11t•,t •._1Iinrrf aDe+n.�r-'S,RrP;L_.Y'lli�II€as,!..€11,({!!tI:,Itf-__.-__.._._..__'.:.,.pf23�If�P1t14(IiI�1�I1I.I]/,CNum.PUP1!;�:Ap#;.�'irPII-;I{!I;�!i,_!1
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<br />(-}t' STORM PAN EL _.._--z,a7p .. ,. � � ! 1.1..5 .� 111 .� 1 � i � � �.1 ' I ..a -; + . x erc us ,: �..__._ �� �v ""-'"�"•� r �sr!
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<br />,' Lac - SOt#iRtEE S8+ a+tEif Ye; F>bI WOOD SCREW- Mw. �Y HEX t fb '3a 4V041114,
<br />rb'si,3 4 -{ _ � el � I >9 (3Ag. p F ! � r '
<br />_ 250'e--._!-_ 'i $$€€FF NOTE 3 1 OR PANELS is. ; tsar PANELS ' � DJLRY OVERLAP I � ' UARY PAP. SE INSTALLED AT 51 m vv I Iva FAn stP,twnorr I FM✓C wr, e � µ i t ram; revF�r T� ifi
<br />Rwgp}Y• / f -,. , l,. 9ppW � OR � NJ OR W/Q 6� �7 (� j4 I t ! t
<br />/ � / _. . �.. � i 813"I ! � • UST PANFl F� TO BE W5TAtiE31 AT EF+^I! Y OPENING
<br />EL914L6 Ii,�YS l� PA{NG)EO Wef H 1 j1 I I 4 I'•{ I 1- i - -
<br />SNN.L I 4rfli.Y r j' F:
<br />•r ! ' ` � �-�tO.p$' OPENINp ALWAYS BE ✓ W - i ! - I I t $
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<br />fN10 LAPPED BOTTOM TRACK. TIDN pF FASTENERS tAAY BE AT EITHER OF TWO (3). FOR CASES MIEN END PANELS ARE LFS'E Jd1NTiY Wf t$^ LOND 2 AT 5ECT1{�N �� `v
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<br />o I Ii II TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. W I tN !A
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<br />ACCORDANCE WITH ME. 2020 (7dh EOtTK`N) OF THE FLORIDA BIJ1t1XCpOE.( f D.) tLAs BEEN VERIFIED FU1? COMPLIANCE ) BLOCK SNAIL BE F t/t'
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<br />FACTOR Ks�0,8$ tFSFNG ASCE 7-ISANDSHALL NO EXCEED THE AW1ttMLFM (:. A S<D:
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<br />tiEStCaN PRESSURE RATINGS Ud DICATEp ON SrtECTS 25 .d: 26.
<br />ENGAGE 3"I4` INTO ANCHORS.
<br />IN ORDER TO VERIFY T'ki T! ' E ABOVE CON Oi ON, ULTIMATE DESIGN WIND LOAD. DETERMINED ASC- L PER E 7 tB
<br />F SHALL BE #R Si REDUCED AS:b. 0 StND LOADS BY MULTi. PLYING D THEM 9V E ! TO E1CM RANG,. N ORDER TO 8.3) IN RASE THAT P PRECAST STONE. OR PRECAST CONCRETE PANELS BE. FOUND ON THE EXtSTtHG WALL
<br />TO COMPARE THESE WJ MAX. {AS:D} DESIGN PRESSURE kATTNO5 MEPCAYEO ON SHEETS 25 R 26, ANCHORS SHALL BE LONG ENOUGH TO REACH THE M#JN STRUCTURE BE,aE;NkT SUCH PAWLS. Ad,"C1{OIW;E
<br />S!iA11 BE 1v* METesiONED IN B.F) AND k1 8.2).
<br />!N DR � � DER TO VCR!FY TItAT COMPONENTS 0 ANCHORS ON THiS P •D. A5 TESTED
<br />WERE Np.T "eSSli OVER STR- INCREASE
<br />!N ALLOWABLE STRESS rT1R WINO LOADS WAS NOj, USED IN THEIR AlaALY$15 FASTENERS SPACING TO W0p0 F[AS BEEN
<br />DETERMINED IN ACCORDANCE WITH N.D.S. 7O'•5- tCJ ANCHORS SHALL BE INSTALLED FOLLOWING ALL 4F THE RECOMMENDATIONS AND SPfCIF1G4710N5 OF THE ANCHOR'S
<br />MATtUFACFLIRF,R.
<br />S76itM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE Ii0.S BEEN VERIFIED IN ACCpRCLMiCE vmTri SECTION t626 OF
<br />THE ABOVE MENTIONED CODE AS PER rf?i€ 'niATKIN TESTING LABORATORY. INC. REPORT E 2032, AS PROTOCOLS 1le-20 i, ti R SMAL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />T AS-202 AND 1A5- U3. TO BE ATTACHED 70 INSURE PROPER ANCHORAGE THIS SH n'TER 2 6 L 511ay.L ONLY BE ATTACHED TO CONCRETE,
<br />BLOCK
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<br />OR WOW FRAME BUILDINGS,
<br />2 SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON E OUTSIDE OF THE OPENING a.'E$S ;CINO 'HE OPENING FROM THE
<br />INSIDE W/O THE
<br />USE OF A LADDER OR LN-F'HIS APPLICATION IS VM )D WHEN INSTALLATION 15 INTENDED YC BE PE
<br />RFORMED
<br />12. THE
<br />INSTALLATION CONTRACTOR is TO S FAL tiWi.K ALL SHUTTER COMPONENT EDGES - / REMAIN tN CONTINUOUS
<br />FROM T}i INS
<br />IDE SIDE 0F STRUCTURE
<br />. :
<br />CONTACT WITH THE A -DIED 10 NT tN N INTRUSION
<br />GYG PREVENT W. D/RAT ON CAULK AND SEAL SFlUTTEA. (RACK_<
<br />AU. AROUND FULL
<br />}, SERIES 1000 INSTALLATION isAPPLICAAPPLICABLETO S1NGtE AND ,)RUBLE HUNG STYLE WIMOdWS. WHEN +NSiAiIaiTON 5 REQUIREDED iC• BE LENGTH.
<br />PERFORMED
<br />ORMEO IRON THE H•i57Di OF STRUCTURE RE t3 STORM PANEL INSTALLATION SHAH COMPLY WITH SPECS INDICATED IN THIS BRAYING, D RA G WYNFLUS ANY BUILDING I AND 20N NC
<br />PR TH .WR!biN-CT10N WHERE ERMR P IS i ,
<br />APPLIED O
<br />a. SERIES 2040 INSTALLAildN 6APPLICABLE Tp SINGLE AND DOUBLE HuwC AND HORROMA; Sl IpERF. STYLE WINDOWS5 WHEN REGREGULATIONSOY1DE�n BYE
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<br />F
<br />S ALL ALUMINUM IXtRUS 1 OaS TO BEby 61-T B AU.#T AND TEMPER. (UNLESS OTHERWISE NOTED) , 5. o THIS PRODUCT EVALUATION
<br />DOCUMENT ( P ED)PRE PAREO BY . THIS ENGINEER ^OEaI
<br />AND
<br />DOES NOT . PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PRQlELE:i.v, WHERE THE SITE CONDITIONS DEVIATE FROMP.Ep8. A1.L. ALUMINUM SHEET' METAL USED Al CLOSURES SHALL NAVE 3105-H14 ALLOY.
<br />(o) CONTRACTOR b0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION WGLUO'NG LR'E SAFETY OF
<br />7. ALL Si'FEL SHEET METAL PANELS SHALL HAVE STK+UCTURAL DUALITY SFEEI.-. A5T41 A -BSI GRA7c SO Min,- .t1PfMTEd "STEEL ?Nd5 PR(IitUC!- BASED ON THIS P E.D, PROVIDED HE IZE DOES tdOT DE?+IA ' i:RtJM. iN tSiL E CdN DPODN S O&.7 MItD 0N
<br />DESIGNATION WfFp= 58:5 kat (AFTER ROL,LfD)THIS DOCUMENT CONSTRUCTION SAFETY AT Ai 511E IS THE CONTRACTOR'S RESPONSIBILITY,
<br />8. ALL SCREWS TO D£ STAINLESS STEEL 'xOa UR 318 A)S, SERIES OR CARRdSIbN RESISTANT COATED OARx'R2N STEEL AS PER CAN (<) THIS PRODUCT EMALSlAT10R DOCUMENT WILL BE CONSIDERED INVALID If AeODlFFEit,
<br />50010 W/ 50 N A E YIELD STRENGTH AND 40 Po Tc N S1
<br />LE STRENGTH & STALL COMPLY W/ FLORIDA BOWING CODE SfGtiOatat t.3.3.4 L.) SITE SPECIFIC
<br />PE -p
<br />Li C PRtTaETS CSHALL BE PREPARED BY A FLORIDA REGISTERED ) EfaGiwEER OR ARCHITECT WHICH WIL
<br />L
<br />T° 7 BECOME THE ENGINEER
<br />5. BOLTS TO BE AStM A-307 OALVAN!2W STE}»t. DR A!51 304 SERIES STAINLESS STEEL. WITH 36 ,cef M1NiMt.ib# YIELD STRENGTH VEER OF RECORD (E.b,ft,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE RE D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENC>aNEER Tp THE P.E.D. ENGWEER. SHALL
<br />10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />aR d 7p I� RdG PO. T t) _. Ems__ ._-,S.Se ^
<br />e THIS F.ESHALLPROFESSIONAL
<br />L BEAR THE DATE AND ORIGINAL SEAL AND s#cruTUFff OF THE - () D. ENGINEER OF
<br />- I +'a TAPCON ANC/TORS D IT i I I
<br />7
<br />As MANUFACTUP.E BY W_ BULDEX. NC, (MN. rG=3i92 -�;. RECORD THAT PREPARED
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<br />1 4 X 7 $' CALK -IN ANCHORS. AS ANNLAACTUREO BY DEWRIT INC. (MTN. 1'3
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<br />VISIBLE 1 - 0i4-10 PANELMATT_ FEMALE tD $ PANEa:41RTE PLUS ANCHORS. A5 MANUFACTURED BY EiCp CONSTRiJC`TK}N PR03th-1SWITH. ACCORDANCE WSE4SECTION17p993 � OR!OAgAT STORM �LpWG CbbE. O'+E1A@EL SHALL BE PANEL I
<br />PLACED
<br />FOR EVERY OPENING
<br />tYc+3350 4X-1) LABELING TO COMPLY WITH SECTION 1709.9:2 OF THE FLORIDA BUILDING CODE.
<br />0.9) M{NIMUM EMBEDMENT OF TAP't0lt ANCHORS R3TC POURED CONCRETE STALL BE 1 3j4' AND 2` FOP P&4ELMATE
<br />FEMALE ID a PANELMA. TE PLUS.
<br />A2 MI
<br />NIMUM ` ,MUM EMBEDMENTEMBEDMENTOF 14•e IL/ $'-!N AN HORS SHALL E 5 7' " INTO
<br />/ / :TALK C B I& D CONCRETE NO EMBEDMENT INTO
<br />ANY FiN75N MATERIAL StIfU,.L B'i PERMITTED.
<br />1 j4' P-20 SS SIDEWALK BdLiS USED SHALE BE LOtlp fNpUGH(SNOULD ANY F1N!5N MATERIAL EXIST) F¢? ENGAGE :/A' 4taAF F ��f
<br />INTO ANCHORS, ANCHORS. �� fl M
<br />A.31 IN EASE tHAT PRECAST STpNE, PRECAST CONCRETE PANELS. OR PAVERS 8E POUND ON 't!f EXts41xp WAE!. OR 1"��+!'',. •. /�,
<br />FLOOR, AWCHORS SHALL BE Lpt'Ki fNCtItGH TO itfACH F!tE MAIN STRUCTURE BEHIND SUCH P.L`tk2S ANCHORAGE SHALL �. �j('rEN.t1., • t](1
<br />BE AS MENiWED I!'t A,) AND IN A,2).. � '"K`
<br />ND.A4167
<br />(B) IS7_EXt`.ININS C4PEtGBECE..@C.Ss;A,",�.�U,F:. ., �F :`
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<br />- 1 j4' e TAPCON ANCHORS AS MANUFACTURED BY `s T.W, BLAL13t'7E, INC z FLORIDA BUILDING CODE i'R h YeIPcItY NurrlCone tan*
<br />- !/a" e X 7/8" MA -IN ANCHORS. AS MANUFACTURED BY p£WALt INC (t'm.ISC)LY p.3:L) .�..Q., f• ''At72v mFEcp, Prc. F.A.
<br />- /7a-10 PANELIAATE f'E.MALE . tt5 AND FANE}„MATE PLUS ANCHORS. AS MANUFACTURED By E1GD COtiSTRl,'OT!ON •--. 'r F'• �lt�ial�°-. /xma
<br />-''�+ � 20 GAGE GALVANIZED STEEL STORM PANEL DPAyn, er,
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<br />.r : F,657 Big a __ __ _.'I- .,, , _,_ .. .'_ _" ,--�`__` • .. ,....,.�.., _._. _ �. .. ,,.... .. _... _ . -..•_ -1-1 .._ 50 X 2' T t _. __ _... _._-.._T... _ _ i
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<br />2.400" • • As _ 3 ,+ � 1 Ri':-S � ?.2a4 i P ttll¢ PANE:) I (MION¢R PM1Et) 7 KiNhA4R tkRER3pR PANEL) I I
<br />( '� 2.alr TYF.f'ASTeeA6S3�',,.�I ' (DID PAne)(EN;I.
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<br />rb'si,3 4 -{ _ � el � I >9 (3Ag. p F ! � r '
<br />_ 250'e--._!-_ 'i $$€€FF NOTE 3 1 OR PANELS is. ; tsar PANELS ' � DJLRY OVERLAP I � ' UARY PAP. SE INSTALLED AT 51 m vv I Iva FAn stP,twnorr I FM✓C wr, e � µ i t ram; revF�r T� ifi
<br />Rwgp}Y• / f -,. , l,. 9ppW � OR � NJ OR W/Q 6� �7 (� j4 I t ! t
<br />/ � / _. . �.. � i 813"I ! � • UST PANFl F� TO BE W5TAtiE31 AT EF+^I! Y OPENING
<br />EL914L6 Ii,�YS l� PA{NG)EO Wef H 1 j1 I I 4 I'•{ I 1- i - -
<br />SNN.L I 4rfli.Y r j' F:
<br />•r ! ' ` � �-�tO.p$' OPENINp ALWAYS BE ✓ W - i ! - I I t $
<br />, i I / REAR HANDLE TO FACiUCAIE 1NS7ALSARON 4' ! ! , -, 1 I ErD+Y � ' �_.
<br />/ `�,�� %/ •--- - : REAR Fl4"XR.E TO FA^..n.gATE FdSTMLAT+ON ff INTENTIED 10 9E 615TAiAEt FROM - --- -+ f___ .._- '---"i = -=4, g I i2 I
<br />0.254'� ` •. -. h I -• > � INSIDE pF SFRUCIURL I3� - � c'�v� � a �•-- I j F � 4 � —.r-n - � i (,1
<br />rr '�. ! ly5- .' I .125" 1 - ! � MSIDE p' STRUCTURE. ! � i I � 1 i € �' __L�}, L�t--.a_._ _.. __.. a) I # �I
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<br />i ii MENDED TO BE WlSTALLEp itKN! I - 1 4 � i. I
<br />ry I SLYlL 3/32' - t• _ SCf3E 3 #^ � `1r--� _ _ p
<br />fr'�. I- ._. Q-' � 13.750' !.._I � _ e. -� � 8 � � f � / ] a �'wum t W I I /^'^ � � 3
<br />1/1, MEMMc ( -�--" i � 1'/.Y-AJf S r' I I
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<br />ROUNAED CORNER P ENDS OF PANEL'S ?2-_��I1OR�WIcWWJa®.���A�hA��t�-n��j�E��!it��I1���"-"i 1
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<br />ENDuP wHeatMED EDGEa5D" LJ11.,,SEGTSO�'A,�4-'ATEN4n>wns)a���i.t"��°����#t'L(N.T.S)1_�_� .,. ?5" - sC1tE' 3/32` .. A` � r �"a {{ 1 GpMu irc Y ,.. 1 ' � - "-_. �.
<br />F" .-. - j SCALE 3JSx i CirL€`3 Bw . .._... ___..-_ OWCK t, � � 6onc
<br />---a,op4'__-- � (1), f�F.IHDI� SFRij'S tone: E - i HANG srdaM PANEL SYSTEM cpNs,Snraa OF PANEL r I .,- �...> '= ) I "Ni
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<br />ITAP•) ..•.-...... . -5" Maa. -... _'. 9'OILi� ,font. 7RACK5 AT 70R & FANELMAIE PLUS OR ,S` LONG '� •.: _T eevwlKrt rs �- _,.; 7 1 { :;'�-: (-r/x^e-�J. � `s L .- /..R-.,�„„-
<br />ft}, D:Ef19R4pih_OE S #FR ro4: E - d HANr. SNkNt PANEL SYSTEM C4W5kS!hn: OF YAI`tGt , 4?1:AT £147T'fT4t W/ P?NEikiAfES, I -' Frx r3o,N• Ms �se z .._-I
<br />� - :._.Co---. •J 1R^«:v�'.Na BLaCX -,A:.� r � - icc xnrn »la/sY•
<br />1 �/ a +Oro "" �PR ' 9 k - carn`�it.Ta- PANE -�"`�'``""'• ,rdr M+ FrY"ssanM' wav ram on
<br />Cant, TRACKS TOP h BOTTOM, _, NUF va '"..'",. ..".", N � r r �
<br />ra n u (?). END PANELS SHALL ALWAYS BE fANtaECTED T4 N0 31LL WALL
<br />. BY' MEANS OF ,h'a-�✓•• m m i a';,. _- ��� /^ ,' F mod''"
<br />L13iF3XL'+, � �H � PANEA.MATES 1JR: IF USED NITLY W F5' LONG iW,GR. AT EiOTTOM: ENO PANELS fia,a��w t�E • � ,•, ' � rvnsm.'Fe � `T �la•..ams : i �'(ytE
<br />(2) 0 PANELS Si{hLl. ALWAYS DE BONNEGt£i5 TO BOTTOM TRACK O'RtE7+TMNrsE A STOP MR / � Aercsgn *am', ,xi acxmw,e rare F vcaml
<br />,5, W 7r " r3 2" sca mlcMn,e. ` '� '.. 1 T a iYli)E � S!MLL BE PROVIDED A7 TCN> OF SUCH PANELS, SHALL. BE CE1NwEC'TED TO 2 W/ 10 'a-2(tr3, A / �j �RE'F mNr:Rnt Nwaa: r � Wr `we O'+ *�T '�> � s ,.x- ac.
<br />50+31-TS Alum. ALLOY WING Nui OR 1 A'e-20R3� Min. ;MBSCREW #N79 TAPPER �2 (EiiOEPi AS oN sHacr rs1 �: �^ !4' " (1u s4NmnE .--' s--g,p •� P µ edlarmN)
<br />{^- T$5' (3), It ENO PANELS ARE CxJh4*1ECiCO TO 8011DM TRACK, 60NME�ION SHALL Ci1N5157 OF i)F.5CR19ED ON �E (3} LOW), *1 �Yn. �LHBI�.��. MG E {f` [MST, ax ax[ct xl1 em•
<br />j { t/4"a-20A3/a" M S Wj 7/B'*x3 32' WEND NOT OR iti'aA3/4' M1n. THUMBSCREW WALL MQUNT{Nts` is�T'. t /'�'�
<br />fN10 LAPPED BOTTOM TRACK. TIDN pF FASTENERS tAAY BE AT EITHER OF TWO (3). FOR CASES MIEN END PANELS ARE LFS'E Jd1NTiY Wf t$^ LOND 2 AT 5ECT1{�N �� `v
<br />�� E%TfRIOR FLAT RANGES OF ENO PANEL OM Bf1T ENO PANELS ARE Md' pONNEiT'cD TO BOTTOM TRAtt( ? ,�STOP BM SECTION 'I' �___ � ©I SCALE a/aRt' fL�i.aLSL.GEIEING Aat�UNTING IN5T BUIl.L!-OCI'( MOi3NT#NG IN'ST.
<br />I Bj Swu.t BE PRov�m AT tar OF
<br />SUCH
<br />FAT�^s, sor,41. NOT 11 COMOM LE 316=1• � TiOu �'
<br />(4): IN CASE THAT ENO PANEL: tdtE NOT CONNECTED 74 OLYTIDM iFUCK (Le. A STOP BAR (a). FOR IN57A1,1At)DNS WHEN ENO PANELS AND Si+l1E INTERIOR PANELS ARE DIRECTLY G tiH3 t* � xmc ,. 5� 3J8>!• SCALE 3/8.1^ � m
<br />`!# I_ r5 ONLY USED AT TOP Al L£ASi TWO PANELS SFtAL1 � CONNECTED 10 BOTTOM TRACK � I
<br />) MOUNTED TO EXISTING SILL WALL Be' 1'IEN#S flF PANft)dATfS, ONE INTERIOR PANEL �-' '�dD IE 5fi 9PEta:N}41itgS A`t0 pE4Vk+EYCNFS pCA
<br />I--T�----., lFyMu,N USING SPECS MID�ATED I.,. (3) ABOVE. 1N SUCH CASE, CONNECTION OF PANELS MAY BE USED JOINTLY W TRACK AT BOTTOM ATTACkt!NG BOTTOM TRACK TO WALL �- I usE of �t a ai TF� as A5 q(1NFNFlENIy/,
<br />o I Ii II TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. W I tN !A
<br />o "; � � I i I 'ttiR A„ �� / TWO PANEUAATEs FOG_DmwG � SHOWN ON E€£YAi70N r.Nd W/ �3 , r- n� � � ,x „�, , � u= tp � (t �+�e� :o �` o. ,a �p A. T)// �� r
<br />(5) SEE BECKON i', 3' & a` ON 9-tEEi 24. SEE ANCHOR SCHEDULE ON SHEET 25. Min. EDGE DISTANCE. FOR THIS CAS INTERIOR PANc'1 USED Y WJ 2 �"LS $ t z � i AT oN tppp 0A `d� *(/
<br />,^ j 7SD" i t -i hOs,:• (TyP.) �'•''• J (�}
<br />it }n �:' ilCEN 'A ttatNltlNwfiti #!� SUCHNTHATTAAIACEM PAN @ TO LEFT a RIGHT SIDE 06 2 ISPANEL) RAVE INSTALLED 5 ta65Jt.,Ais7N mK oN �+6:. L4. `���,t�1P,•••• �E••. , j y LLI
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<br />FACTOR Ks�0,8$ tFSFNG ASCE 7-ISANDSHALL NO EXCEED THE AW1ttMLFM (:. A S<D:
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<br />tiEStCaN PRESSURE RATINGS Ud DICATEp ON SrtECTS 25 .d: 26.
<br />ENGAGE 3"I4` INTO ANCHORS.
<br />IN ORDER TO VERIFY T'ki T! ' E ABOVE CON Oi ON, ULTIMATE DESIGN WIND LOAD. DETERMINED ASC- L PER E 7 tB
<br />F SHALL BE #R Si REDUCED AS:b. 0 StND LOADS BY MULTi. PLYING D THEM 9V E ! TO E1CM RANG,. N ORDER TO 8.3) IN RASE THAT P PRECAST STONE. OR PRECAST CONCRETE PANELS BE. FOUND ON THE EXtSTtHG WALL
<br />TO COMPARE THESE WJ MAX. {AS:D} DESIGN PRESSURE kATTNO5 MEPCAYEO ON SHEETS 25 R 26, ANCHORS SHALL BE LONG ENOUGH TO REACH THE M#JN STRUCTURE BE,aE;NkT SUCH PAWLS. Ad,"C1{OIW;E
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<br />!N DR � � DER TO VCR!FY TItAT COMPONENTS 0 ANCHORS ON THiS P •D. A5 TESTED
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<br />DETERMINED IN ACCORDANCE WITH N.D.S. 7O'•5- tCJ ANCHORS SHALL BE INSTALLED FOLLOWING ALL 4F THE RECOMMENDATIONS AND SPfCIF1G4710N5 OF THE ANCHOR'S
<br />MATtUFACFLIRF,R.
<br />S76itM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE Ii0.S BEEN VERIFIED IN ACCpRCLMiCE vmTri SECTION t626 OF
<br />THE ABOVE MENTIONED CODE AS PER rf?i€ 'niATKIN TESTING LABORATORY. INC. REPORT E 2032, AS PROTOCOLS 1le-20 i, ti R SMAL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />T AS-202 AND 1A5- U3. TO BE ATTACHED 70 INSURE PROPER ANCHORAGE THIS SH n'TER 2 6 L 511ay.L ONLY BE ATTACHED TO CONCRETE,
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<br />CONTACT WITH THE A -DIED 10 NT tN N INTRUSION
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<br />S ALL ALUMINUM IXtRUS 1 OaS TO BEby 61-T B AU.#T AND TEMPER. (UNLESS OTHERWISE NOTED) , 5. o THIS PRODUCT EVALUATION
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<br />(o) CONTRACTOR b0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION WGLUO'NG LR'E SAFETY OF
<br />7. ALL Si'FEL SHEET METAL PANELS SHALL HAVE STK+UCTURAL DUALITY SFEEI.-. A5T41 A -BSI GRA7c SO Min,- .t1PfMTEd "STEEL ?Nd5 PR(IitUC!- BASED ON THIS P E.D, PROVIDED HE IZE DOES tdOT DE?+IA ' i:RtJM. iN tSiL E CdN DPODN S O&.7 MItD 0N
<br />DESIGNATION WfFp= 58:5 kat (AFTER ROL,LfD)THIS DOCUMENT CONSTRUCTION SAFETY AT Ai 511E IS THE CONTRACTOR'S RESPONSIBILITY,
<br />8. ALL SCREWS TO D£ STAINLESS STEEL 'xOa UR 318 A)S, SERIES OR CARRdSIbN RESISTANT COATED OARx'R2N STEEL AS PER CAN (<) THIS PRODUCT EMALSlAT10R DOCUMENT WILL BE CONSIDERED INVALID If AeODlFFEit,
<br />50010 W/ 50 N A E YIELD STRENGTH AND 40 Po Tc N S1
<br />LE STRENGTH & STALL COMPLY W/ FLORIDA BOWING CODE SfGtiOatat t.3.3.4 L.) SITE SPECIFIC
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<br />NIMUM ` ,MUM EMBEDMENTEMBEDMENTOF 14•e IL/ $'-!N AN HORS SHALL E 5 7' " INTO
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<br />, i I / REAR HANDLE TO FACiUCAIE 1NS7ALSARON 4' ! ! , -, 1 I ErD+Y � ' �_.
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<br />ITAP•) ..•.-...... . -5" Maa. -... _'. 9'OILi� ,font. 7RACK5 AT 70R & FANELMAIE PLUS OR ,S` LONG '� •.: _T eevwlKrt rs �- _,.; 7 1 { :;'�-: (-r/x^e-�J. � `s L .- /..R-.,�„„-
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<br />Cant, TRACKS TOP h BOTTOM, _, NUF va '"..'",. ..".", N � r r �
<br />ra n u (?). END PANELS SHALL ALWAYS BE fANtaECTED T4 N0 31LL WALL
<br />. BY' MEANS OF ,h'a-�✓•• m m i a';,. _- ��� /^ ,' F mod''"
<br />L13iF3XL'+, � �H � PANEA.MATES 1JR: IF USED NITLY W F5' LONG iW,GR. AT EiOTTOM: ENO PANELS fia,a��w t�E • � ,•, ' � rvnsm.'Fe � `T �la•..ams : i �'(ytE
<br />(2) 0 PANELS Si{hLl. ALWAYS DE BONNEGt£i5 TO BOTTOM TRACK O'RtE7+TMNrsE A STOP MR / � Aercsgn *am', ,xi acxmw,e rare F vcaml
<br />,5, W 7r " r3 2" sca mlcMn,e. ` '� '.. 1 T a iYli)E � S!MLL BE PROVIDED A7 TCN> OF SUCH PANELS, SHALL. BE CE1NwEC'TED TO 2 W/ 10 'a-2(tr3, A / �j �RE'F mNr:Rnt Nwaa: r � Wr `we O'+ *�T '�> � s ,.x- ac.
<br />50+31-TS Alum. ALLOY WING Nui OR 1 A'e-20R3� Min. ;MBSCREW #N79 TAPPER �2 (EiiOEPi AS oN sHacr rs1 �: �^ !4' " (1u s4NmnE .--' s--g,p •� P µ edlarmN)
<br />{^- T$5' (3), It ENO PANELS ARE CxJh4*1ECiCO TO 8011DM TRACK, 60NME�ION SHALL Ci1N5157 OF i)F.5CR19ED ON �E (3} LOW), *1 �Yn. �LHBI�.��. MG E {f` [MST, ax ax[ct xl1 em•
<br />j { t/4"a-20A3/a" M S Wj 7/B'*x3 32' WEND NOT OR iti'aA3/4' M1n. THUMBSCREW WALL MQUNT{Nts` is�T'. t /'�'�
<br />fN10 LAPPED BOTTOM TRACK. TIDN pF FASTENERS tAAY BE AT EITHER OF TWO (3). FOR CASES MIEN END PANELS ARE LFS'E Jd1NTiY Wf t$^ LOND 2 AT 5ECT1{�N �� `v
<br />�� E%TfRIOR FLAT RANGES OF ENO PANEL OM Bf1T ENO PANELS ARE Md' pONNEiT'cD TO BOTTOM TRAtt( ? ,�STOP BM SECTION 'I' �___ � ©I SCALE a/aRt' fL�i.aLSL.GEIEING Aat�UNTING IN5T BUIl.L!-OCI'( MOi3NT#NG IN'ST.
<br />I Bj Swu.t BE PRov�m AT tar OF
<br />SUCH
<br />FAT�^s, sor,41. NOT 11 COMOM LE 316=1• � TiOu �'
<br />(4): IN CASE THAT ENO PANEL: tdtE NOT CONNECTED 74 OLYTIDM iFUCK (Le. A STOP BAR (a). FOR IN57A1,1At)DNS WHEN ENO PANELS AND Si+l1E INTERIOR PANELS ARE DIRECTLY G tiH3 t* � xmc ,. 5� 3J8>!• SCALE 3/8.1^ � m
<br />`!# I_ r5 ONLY USED AT TOP Al L£ASi TWO PANELS SFtAL1 � CONNECTED 10 BOTTOM TRACK � I
<br />) MOUNTED TO EXISTING SILL WALL Be' 1'IEN#S flF PANft)dATfS, ONE INTERIOR PANEL �-' '�dD IE 5fi 9PEta:N}41itgS A`t0 pE4Vk+EYCNFS pCA
<br />I--T�----., lFyMu,N USING SPECS MID�ATED I.,. (3) ABOVE. 1N SUCH CASE, CONNECTION OF PANELS MAY BE USED JOINTLY W TRACK AT BOTTOM ATTACkt!NG BOTTOM TRACK TO WALL �- I usE of �t a ai TF� as A5 q(1NFNFlENIy/,
<br />o I Ii II TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. W I tN !A
<br />o "; � � I i I 'ttiR A„ �� / TWO PANEUAATEs FOG_DmwG � SHOWN ON E€£YAi70N r.Nd W/ �3 , r- n� � � ,x „�, , � u= tp � (t �+�e� :o �` o. ,a �p A. T)// �� r
<br />(5) SEE BECKON i', 3' & a` ON 9-tEEi 24. SEE ANCHOR SCHEDULE ON SHEET 25. Min. EDGE DISTANCE. FOR THIS CAS INTERIOR PANc'1 USED Y WJ 2 �"LS $ t z � i AT oN tppp 0A `d� *(/
<br />,^ j 7SD" i t -i hOs,:• (TyP.) �'•''• J (�}
<br />it }n �:' ilCEN 'A ttatNltlNwfiti #!� SUCHNTHATTAAIACEM PAN @ TO LEFT a RIGHT SIDE 06 2 ISPANEL) RAVE INSTALLED 5 ta65Jt.,Ais7N mK oN �+6:. L4. `���,t�1P,•••• �E••. , j y LLI
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<br />E-2 HANG STORM FANEL W 9 .HIS PRODUCT EVALUATION DOCUMENT P:. : !N E1M E FEMALE ID & }BEWt"iE f1u5 INTO CONCRETE
<br />ACCORDANCE WITH ME. 2020 (7dh EOtTK`N) OF THE FLORIDA BIJ1t1XCpOE.( f D.) tLAs BEEN VERIFIED FU1? COMPLIANCE ) BLOCK SNAIL BE F t/t'
<br />DE$ION WtwD Lb $ s R tp F rT F T a' AD tVdL. BE s`TE c'R?tANNEi) AS PE SE:C'Ci1pN 2A)d HE ABOvE MfM(ONED GO B.2 MfM!MUM EMBEbMEN 0. a X 7 DE, tl CALK -IN ANCH©R5 17' N R / / sHAu t� 5 /E #NTp tp G EtE
<br />A Wt P R. G FDR NO S EED AS E,DU1R£p THE JJR N W SE4 WI BY N GfXCtt© )lERE THESE UTtERS ti BE t STAk.l. D A '. NO £M INTO ANY FINS M H ATERWL. SHALL BE PERMITTED,
<br />FOR A DtREC41DNALFTV FA T
<br />N.f. BEOMENT 5
<br />FACTOR Ks�0,8$ tFSFNG ASCE 7-ISANDSHALL NO EXCEED THE AW1ttMLFM (:. A S<D:
<br />) 1 " 0-20 K @DET$ e SSSt CWAc.. W d USED SHALL BE LONG THOUGH s. OE1LD ANY FFN r Stt MATERIAL EXIST) TO
<br />tiEStCaN PRESSURE RATINGS Ud DICATEp ON SrtECTS 25 .d: 26.
<br />ENGAGE 3"I4` INTO ANCHORS.
<br />IN ORDER TO VERIFY T'ki T! ' E ABOVE CON Oi ON, ULTIMATE DESIGN WIND LOAD. DETERMINED ASC- L PER E 7 tB
<br />F SHALL BE #R Si REDUCED AS:b. 0 StND LOADS BY MULTi. PLYING D THEM 9V E ! TO E1CM RANG,. N ORDER TO 8.3) IN RASE THAT P PRECAST STONE. OR PRECAST CONCRETE PANELS BE. FOUND ON THE EXtSTtHG WALL
<br />TO COMPARE THESE WJ MAX. {AS:D} DESIGN PRESSURE kATTNO5 MEPCAYEO ON SHEETS 25 R 26, ANCHORS SHALL BE LONG ENOUGH TO REACH THE M#JN STRUCTURE BE,aE;NkT SUCH PAWLS. Ad,"C1{OIW;E
<br />S!iA11 BE 1v* METesiONED IN B.F) AND k1 8.2).
<br />!N DR � � DER TO VCR!FY TItAT COMPONENTS 0 ANCHORS ON THiS P •D. A5 TESTED
<br />WERE Np.T "eSSli OVER STR- INCREASE
<br />!N ALLOWABLE STRESS rT1R WINO LOADS WAS NOj, USED IN THEIR AlaALY$15 FASTENERS SPACING TO W0p0 F[AS BEEN
<br />DETERMINED IN ACCORDANCE WITH N.D.S. 7O'•5- tCJ ANCHORS SHALL BE INSTALLED FOLLOWING ALL 4F THE RECOMMENDATIONS AND SPfCIF1G4710N5 OF THE ANCHOR'S
<br />MATtUFACFLIRF,R.
<br />S76itM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE Ii0.S BEEN VERIFIED IN ACCpRCLMiCE vmTri SECTION t626 OF
<br />THE ABOVE MENTIONED CODE AS PER rf?i€ 'niATKIN TESTING LABORATORY. INC. REPORT E 2032, AS PROTOCOLS 1le-20 i, ti R SMAL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />T AS-202 AND 1A5- U3. TO BE ATTACHED 70 INSURE PROPER ANCHORAGE THIS SH n'TER 2 6 L 511ay.L ONLY BE ATTACHED TO CONCRETE,
<br />BLOCK
<br />n+is rH c
<br />OR WOW FRAME BUILDINGS,
<br />2 SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON E OUTSIDE OF THE OPENING a.'E$S ;CINO 'HE OPENING FROM THE
<br />INSIDE W/O THE
<br />USE OF A LADDER OR LN-F'HIS APPLICATION IS VM )D WHEN INSTALLATION 15 INTENDED YC BE PE
<br />RFORMED
<br />12. THE
<br />INSTALLATION CONTRACTOR is TO S FAL tiWi.K ALL SHUTTER COMPONENT EDGES - / REMAIN tN CONTINUOUS
<br />FROM T}i INS
<br />IDE SIDE 0F STRUCTURE
<br />. :
<br />CONTACT WITH THE A -DIED 10 NT tN N INTRUSION
<br />GYG PREVENT W. D/RAT ON CAULK AND SEAL SFlUTTEA. (RACK_<
<br />AU. AROUND FULL
<br />}, SERIES 1000 INSTALLATION isAPPLICAAPPLICABLETO S1NGtE AND ,)RUBLE HUNG STYLE WIMOdWS. WHEN +NSiAiIaiTON 5 REQUIREDED iC• BE LENGTH.
<br />PERFORMED
<br />ORMEO IRON THE H•i57Di OF STRUCTURE RE t3 STORM PANEL INSTALLATION SHAH COMPLY WITH SPECS INDICATED IN THIS BRAYING, D RA G WYNFLUS ANY BUILDING I AND 20N NC
<br />PR TH .WR!biN-CT10N WHERE ERMR P IS i ,
<br />APPLIED O
<br />a. SERIES 2040 INSTALLAildN 6APPLICABLE Tp SINGLE AND DOUBLE HuwC AND HORROMA; Sl IpERF. STYLE WINDOWS5 WHEN REGREGULATIONSOY1DE�n BYE
<br />iNS7AtIhYIOW IS REQUIRED TO BE PERFORMER FROM THE INSIDE Of STRUCTURE, tA. ATRIUM WINDOWS AND DOORS INC. E - 2 HANG STORM PANEL SYSTEM- 15 PAtEiIT PEM>V'p-
<br />F
<br />S ALL ALUMINUM IXtRUS 1 OaS TO BEby 61-T B AU.#T AND TEMPER. (UNLESS OTHERWISE NOTED) , 5. o THIS PRODUCT EVALUATION
<br />DOCUMENT ( P ED)PRE PAREO BY . THIS ENGINEER ^OEaI
<br />AND
<br />DOES NOT . PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PRQlELE:i.v, WHERE THE SITE CONDITIONS DEVIATE FROMP.Ep8. A1.L. ALUMINUM SHEET' METAL USED Al CLOSURES SHALL NAVE 3105-H14 ALLOY.
<br />(o) CONTRACTOR b0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION WGLUO'NG LR'E SAFETY OF
<br />7. ALL Si'FEL SHEET METAL PANELS SHALL HAVE STK+UCTURAL DUALITY SFEEI.-. A5T41 A -BSI GRA7c SO Min,- .t1PfMTEd "STEEL ?Nd5 PR(IitUC!- BASED ON THIS P E.D, PROVIDED HE IZE DOES tdOT DE?+IA ' i:RtJM. iN tSiL E CdN DPODN S O&.7 MItD 0N
<br />DESIGNATION WfFp= 58:5 kat (AFTER ROL,LfD)THIS DOCUMENT CONSTRUCTION SAFETY AT Ai 511E IS THE CONTRACTOR'S RESPONSIBILITY,
<br />8. ALL SCREWS TO D£ STAINLESS STEEL 'xOa UR 318 A)S, SERIES OR CARRdSIbN RESISTANT COATED OARx'R2N STEEL AS PER CAN (<) THIS PRODUCT EMALSlAT10R DOCUMENT WILL BE CONSIDERED INVALID If AeODlFFEit,
<br />50010 W/ 50 N A E YIELD STRENGTH AND 40 Po Tc N S1
<br />LE STRENGTH & STALL COMPLY W/ FLORIDA BOWING CODE SfGtiOatat t.3.3.4 L.) SITE SPECIFIC
<br />PE -p
<br />Li C PRtTaETS CSHALL BE PREPARED BY A FLORIDA REGISTERED ) EfaGiwEER OR ARCHITECT WHICH WIL
<br />L
<br />T° 7 BECOME THE ENGINEER
<br />5. BOLTS TO BE AStM A-307 OALVAN!2W STE}»t. DR A!51 304 SERIES STAINLESS STEEL. WITH 36 ,cef M1NiMt.ib# YIELD STRENGTH VEER OF RECORD (E.b,ft,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE RE D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENC>aNEER Tp THE P.E.D. ENGWEER. SHALL
<br />10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />aR d 7p I� RdG PO. T t) _. Ems__ ._-,S.Se ^
<br />e THIS F.ESHALLPROFESSIONAL
<br />L BEAR THE DATE AND ORIGINAL SEAL AND s#cruTUFff OF THE - () D. ENGINEER OF
<br />- I +'a TAPCON ANC/TORS D IT i I I
<br />7
<br />As MANUFACTUP.E BY W_ BULDEX. NC, (MN. rG=3i92 -�;. RECORD THAT PREPARED
<br />! a
<br />1 4 X 7 $' CALK -IN ANCHORS. AS ANNLAACTUREO BY DEWRIT INC. (MTN. 1'3
<br />1
<br />t8. STORM PANEL MAKJF JRER' LASRALE BE BEL LOCATED
<br />T READILY
<br />VISIBLE 1 - 0i4-10 PANELMATT_ FEMALE tD $ PANEa:41RTE PLUS ANCHORS. A5 MANUFACTURED BY EiCp CONSTRiJC`TK}N PR03th-1SWITH. ACCORDANCE WSE4SECTION17p993 � OR!OAgAT STORM �LpWG CbbE. O'+E1A@EL SHALL BE PANEL I
<br />PLACED
<br />FOR EVERY OPENING
<br />tYc+3350 4X-1) LABELING TO COMPLY WITH SECTION 1709.9:2 OF THE FLORIDA BUILDING CODE.
<br />0.9) M{NIMUM EMBEDMENT OF TAP't0lt ANCHORS R3TC POURED CONCRETE STALL BE 1 3j4' AND 2` FOP P&4ELMATE
<br />FEMALE ID a PANELMA. TE PLUS.
<br />A2 MI
<br />NIMUM ` ,MUM EMBEDMENTEMBEDMENTOF 14•e IL/ $'-!N AN HORS SHALL E 5 7' " INTO
<br />/ / :TALK C B I& D CONCRETE NO EMBEDMENT INTO
<br />ANY FiN75N MATERIAL StIfU,.L B'i PERMITTED.
<br />1 j4' P-20 SS SIDEWALK BdLiS USED SHALE BE LOtlp fNpUGH(SNOULD ANY F1N!5N MATERIAL EXIST) F¢? ENGAGE :/A' 4taAF F ��f
<br />INTO ANCHORS, ANCHORS. �� fl M
<br />A.31 IN EASE tHAT PRECAST STpNE, PRECAST CONCRETE PANELS. OR PAVERS 8E POUND ON 't!f EXts41xp WAE!. OR 1"��+!'',. •. /�,
<br />FLOOR, AWCHORS SHALL BE Lpt'Ki fNCtItGH TO itfACH F!tE MAIN STRUCTURE BEHIND SUCH P.L`tk2S ANCHORAGE SHALL �. �j('rEN.t1., • t](1
<br />BE AS MENiWED I!'t A,) AND IN A,2).. � '"K`
<br />ND.A4167
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<br />- 1 j4' e TAPCON ANCHORS AS MANUFACTURED BY `s T.W, BLAL13t'7E, INC z FLORIDA BUILDING CODE i'R h YeIPcItY NurrlCone tan*
<br />- !/a" e X 7/8" MA -IN ANCHORS. AS MANUFACTURED BY p£WALt INC (t'm.ISC)LY p.3:L) .�..Q., f• ''At72v mFEcp, Prc. F.A.
<br />- /7a-10 PANELIAATE f'E.MALE . tt5 AND FANE}„MATE PLUS ANCHORS. AS MANUFACTURED By E1GD COtiSTRl,'OT!ON •--. 'r F'• �lt�ial�°-. /xma
<br />-''�+ � 20 GAGE GALVANIZED STEEL STORM PANEL DPAyn, er,
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<br />_ 250'e--._!-_ 'i $$€€FF NOTE 3 1 OR PANELS is. ; tsar PANELS ' � DJLRY OVERLAP I � ' UARY PAP. SE INSTALLED AT 51 m vv I Iva FAn stP,twnorr I FM✓C wr, e � µ i t ram; revF�r T� ifi
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<br />/ � / _. . �.. � i 813"I ! � • UST PANFl F� TO BE W5TAtiE31 AT EF+^I! Y OPENING
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<br />, i I / REAR HANDLE TO FACiUCAIE 1NS7ALSARON 4' ! ! , -, 1 I ErD+Y � ' �_.
<br />/ `�,�� %/ •--- - : REAR Fl4"XR.E TO FA^..n.gATE FdSTMLAT+ON ff INTENTIED 10 9E 615TAiAEt FROM - --- -+ f___ .._- '---"i = -=4, g I i2 I
<br />0.254'� ` •. -. h I -• > � INSIDE pF SFRUCIURL I3� - � c'�v� � a �•-- I j F � 4 � —.r-n - � i (,1
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<br />i ii MENDED TO BE WlSTALLEp itKN! I - 1 4 � i. I
<br />ry I SLYlL 3/32' - t• _ SCf3E 3 #^ � `1r--� _ _ p
<br />fr'�. I- ._. Q-' � 13.750' !.._I � _ e. -� � 8 � � f � / ] a �'wum t W I I /^'^ � � 3
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<br />ENDuP wHeatMED EDGEa5D" LJ11.,,SEGTSO�'A,�4-'ATEN4n>wns)a���i.t"��°����#t'L(N.T.S)1_�_� .,. ?5" - sC1tE' 3/32` .. A` � r �"a {{ 1 GpMu irc Y ,.. 1 ' � - "-_. �.
<br />F" .-. - j SCALE 3JSx i CirL€`3 Bw . .._... ___..-_ OWCK t, � � 6onc
<br />---a,op4'__-- � (1), f�F.IHDI� SFRij'S tone: E - i HANG srdaM PANEL SYSTEM cpNs,Snraa OF PANEL r I .,- �...> '= ) I "Ni
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<br />ITAP•) ..•.-...... . -5" Maa. -... _'. 9'OILi� ,font. 7RACK5 AT 70R & FANELMAIE PLUS OR ,S` LONG '� •.: _T eevwlKrt rs �- _,.; 7 1 { :;'�-: (-r/x^e-�J. � `s L .- /..R-.,�„„-
<br />ft}, D:Ef19R4pih_OE S #FR ro4: E - d HANr. SNkNt PANEL SYSTEM C4W5kS!hn: OF YAI`tGt , 4?1:AT £147T'fT4t W/ P?NEikiAfES, I -' Frx r3o,N• Ms �se z .._-I
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<br />1 �/ a +Oro "" �PR ' 9 k - carn`�it.Ta- PANE -�"`�'``""'• ,rdr M+ FrY"ssanM' wav ram on
<br />Cant, TRACKS TOP h BOTTOM, _, NUF va '"..'",. ..".", N � r r �
<br />ra n u (?). END PANELS SHALL ALWAYS BE fANtaECTED T4 N0 31LL WALL
<br />. BY' MEANS OF ,h'a-�✓•• m m i a';,. _- ��� /^ ,' F mod''"
<br />L13iF3XL'+, � �H � PANEA.MATES 1JR: IF USED NITLY W F5' LONG iW,GR. AT EiOTTOM: ENO PANELS fia,a��w t�E • � ,•, ' � rvnsm.'Fe � `T �la•..ams : i �'(ytE
<br />(2) 0 PANELS Si{hLl. ALWAYS DE BONNEGt£i5 TO BOTTOM TRACK O'RtE7+TMNrsE A STOP MR / � Aercsgn *am', ,xi acxmw,e rare F vcaml
<br />,5, W 7r " r3 2" sca mlcMn,e. ` '� '.. 1 T a iYli)E � S!MLL BE PROVIDED A7 TCN> OF SUCH PANELS, SHALL. BE CE1NwEC'TED TO 2 W/ 10 'a-2(tr3, A / �j �RE'F mNr:Rnt Nwaa: r � Wr `we O'+ *�T '�> � s ,.x- ac.
<br />50+31-TS Alum. ALLOY WING Nui OR 1 A'e-20R3� Min. ;MBSCREW #N79 TAPPER �2 (EiiOEPi AS oN sHacr rs1 �: �^ !4' " (1u s4NmnE .--' s--g,p •� P µ edlarmN)
<br />{^- T$5' (3), It ENO PANELS ARE CxJh4*1ECiCO TO 8011DM TRACK, 60NME�ION SHALL Ci1N5157 OF i)F.5CR19ED ON �E (3} LOW), *1 �Yn. �LHBI�.��. MG E {f` [MST, ax ax[ct xl1 em•
<br />j { t/4"a-20A3/a" M S Wj 7/B'*x3 32' WEND NOT OR iti'aA3/4' M1n. THUMBSCREW WALL MQUNT{Nts` is�T'. t /'�'�
<br />fN10 LAPPED BOTTOM TRACK. TIDN pF FASTENERS tAAY BE AT EITHER OF TWO (3). FOR CASES MIEN END PANELS ARE LFS'E Jd1NTiY Wf t$^ LOND 2 AT 5ECT1{�N �� `v
<br />�� E%TfRIOR FLAT RANGES OF ENO PANEL OM Bf1T ENO PANELS ARE Md' pONNEiT'cD TO BOTTOM TRAtt( ? ,�STOP BM SECTION 'I' �___ � ©I SCALE a/aRt' fL�i.aLSL.GEIEING Aat�UNTING IN5T BUIl.L!-OCI'( MOi3NT#NG IN'ST.
<br />I Bj Swu.t BE PRov�m AT tar OF
<br />SUCH
<br />FAT�^s, sor,41. NOT 11 COMOM LE 316=1• � TiOu �'
<br />(4): IN CASE THAT ENO PANEL: tdtE NOT CONNECTED 74 OLYTIDM iFUCK (Le. A STOP BAR (a). FOR IN57A1,1At)DNS WHEN ENO PANELS AND Si+l1E INTERIOR PANELS ARE DIRECTLY G tiH3 t* � xmc ,. 5� 3J8>!• SCALE 3/8.1^ � m
<br />`!# I_ r5 ONLY USED AT TOP Al L£ASi TWO PANELS SFtAL1 � CONNECTED 10 BOTTOM TRACK � I
<br />) MOUNTED TO EXISTING SILL WALL Be' 1'IEN#S flF PANft)dATfS, ONE INTERIOR PANEL �-' '�dD IE 5fi 9PEta:N}41itgS A`t0 pE4Vk+EYCNFS pCA
<br />I--T�----., lFyMu,N USING SPECS MID�ATED I.,. (3) ABOVE. 1N SUCH CASE, CONNECTION OF PANELS MAY BE USED JOINTLY W TRACK AT BOTTOM ATTACkt!NG BOTTOM TRACK TO WALL �- I usE of �t a ai TF� as A5 q(1NFNFlENIy/,
<br />o I Ii II TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. W I tN !A
<br />o "; � � I i I 'ttiR A„ �� / TWO PANEUAATEs FOG_DmwG � SHOWN ON E€£YAi70N r.Nd W/ �3 , r- n� � � ,x „�, , � u= tp � (t �+�e� :o �` o. ,a �p A. T)// �� r
<br />(5) SEE BECKON i', 3' & a` ON 9-tEEi 24. SEE ANCHOR SCHEDULE ON SHEET 25. Min. EDGE DISTANCE. FOR THIS CAS INTERIOR PANc'1 USED Y WJ 2 �"LS $ t z � i AT oN tppp 0A `d� *(/
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<br />it }n �:' ilCEN 'A ttatNltlNwfiti #!� SUCHNTHATTAAIACEM PAN @ TO LEFT a RIGHT SIDE 06 2 ISPANEL) RAVE INSTALLED 5 ta65Jt.,Ais7N mK oN �+6:. L4. `���,t�1P,•••• �E••. , j y LLI
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<br />o "; � � I i I 'ttiR A„ �� / TWO PANEUAATEs FOG_DmwG � SHOWN ON E€£YAi70N r.Nd W/ �3 , r- n� � � ,x „�, , � u= tp � (t �+�e� :o �` o. ,a �p A. T)// �� r
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