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SilverLine
<br />a a,
<br />WINDOWS+DOORS
<br />an /A' ndersen Company
<br />i SUERUNE DRIVE, MOM t 1t8t+XX, W OOM
<br />SERIES Z 100 4 MODEL 2111
<br />EXTRUDED VINYL
<br />SiNGLE HUNG WINDOW
<br />"N\.41FN-wrAcr
<br />GEN32,AL NOTES
<br />I. lhis product ilas been &itdwtect and Is in corrlpkme with t1e 2007 Ftortda V Code
<br />(Ft3C) stnlctlxoi requirements exdlyding fhe Mh Velocity Hurricane Zane" (HWHZI.
<br />2r ftxtt)ct a>n&xn shall be as IlSteif and smced as shown m doN*. Anchor winbe itrl to
<br />balle mate d st a be beyond wol or stucco.
<br />3^ When Used in areas mgwi ng wired game debris protection this product a requiPed to be
<br />protected vMh on impoct raWont covering ilxd complies with section t 609.i .2 of the Hr-
<br />4. For 2x siud ft=wV construction, alchodng of these units shd be the scarps as that shown
<br />for 2x buck mosonry construction.
<br />5. site corlditlm that deviote frorrl the dertok of itsfs drn require flx#w engineering
<br />arxhsis by o licensed engineer or registered aw.hifect.
<br />TAMOKOWSM
<br />E
<br />DESCf
<br />1
<br />TMcd Si@YR7ft1IN1 b 9MMO M*
<br />2
<br />Horiao t 3 vwkd amass sectforn
<br />3
<br />• A �-,
<br />_l5uck and tlalrr►e
<br />tiii`of martl�riats. 4ietai cold corrlpors
<br />2a [K
<br />QA? _449'
<br />Of ft,Pra
<br />BUCK ANCHORING
<br />MAWNRY
<br />....:.a" ,.--
<br />S&W MAX., OVERALL FU04GE WIDTH ..s
<br />M
<br />- 62.[lD'' MAX. OVERALL FRAME y+ OTH •
<br />!1T
<br />l �1 f•
<br />? ! V
<br />a7 0
<br />h ^• I
<br />Sri
<br />1/t('iM -
<br />'�
<br />-. VVGALL
<br />y V
<br />0045"N ►fcm
<br />37.01r x 6SAr
<br />36.tt0" x 61W
<br />32.1r x 2&1r
<br />G1
<br />+50.0
<br />-St! 0
<br />"Ar x &3JW
<br />45.0r x 62.00"
<br />30.7r x 33.tr
<br />+40.0
<br />-40.0
<br />53.W x F3.W
<br />32,0r3" x 72AW
<br />47.7S` x 33.1Z"
<br />+30.0
<br />j,0
<br />N 2.
<br />2x BUCK
<br />v'1iYG%CS.i
<br />JVA51INRY
<br />V417X FUCK
<br />NSTA
<br />i YG- °iEAD
<br />y 1 bx
<br />y
<br />,
<br />9
<br />CONCA.FFF ANCHOR NWES;
<br />s..it..tTsir. urfGn Gt cgt,csi COnGTf?r@.1a,TeiMS F1L;lTt ty C7tft4?rL+t1-F SUFlT}W. Inpy t)C1Vg.{jjy'telf,+l,r ef)qe 7sstr>•nCe r.:nr CenrOrCtiStatnf,.Q r-CTtfiM"rsten3s_
<br />2. Concrete screw locations at the comers rtxty be ad)t+s°ed to maintain the nlirtsrrwrn edge di�vonce to. mortar joints. If concrete screw
<br />IOCaticns noted as "MAX. ON CENTER" must be adjusted to rrxlinroin the r11ir dnvm edge di;lonce to tnonor inints. add tionai concrete
<br />S r'rew" mov he re. auiked to entivrp the rnC;1C113'rC?rn or', t;en?pr irroriilhrt f5 not exr'.+ &E' , 1
<br />J.CCJ1C•rete anchor tobde:
<br />ANCHOR
<br />TYPE
<br />ANCHOR
<br />SIZE
<br />MINIMUM
<br />EMOE ENT.
<br />MINIMUM CLEARANCE.
<br />TO M/4St3 AY WGE
<br />MINIMUM CLEARANCE TL2 ;
<br />ADJACEdd1'ANCHO&
<br />iTW
<br />1(rT
<br />1.1 /4"
<br />2-1/2"
<br />3"
<br />£EOv
<br />i14"
<br />14W
<br />I"
<br />afi'
<br />fRAME ANCHORING
<br />. BY: oin 0
<br />VS
<br />MUB NOI,a a'
<br />F`%•-ti1E3, t �
<br />szaee:
<br />Dws
<br />cut. w LFS
<br />FL-6 r 63. I
<br />INN
<br />rti�RpR ttdTEp�C7P.
<br />3 VE TICAf. CROSS SECTION
<br />2 sv own w/Ix sub--bu_In subab ullnrl
<br />cotwwete strews for scftwx w
<br />section 1714.5.4.2 or the F►ootia
<br />FI s"ng Code
<br />o ' or -ME OnRA1040 SASH LrCKS 75
<br />rROM. EAf H+ iN0 C)f IME ACTIVE
<br />SELF 1APRNG SCREW,'..
<br />2 't" C ATE SASH KEEFER a 5 • FROM CA -CH
<br />END OF T11E: MEE'ING PA% r.hSTEN
<br />WRH 12) 46 x 3/4 SCReW5.
<br />'il-t4 fWFi.�� C27
<br />tm1 - !
<br />CyTRy. �f
<br />2 HOW WA I CROSS sE"Ong
<br />AiA-O WAA E DESIG'N
<br />WIND MESRUM
<br />1N PSF
<br />12"
<br />15"
<br />18"
<br />21" 1 2e
<br />SOFFPPTYPE i
<br />TRAD 10 AL sPElicr {/i1:'u`191NiiW) ir, xAlLs
<br />+93.0
<br />+71.
<br />+58.1
<br />14 +42.3
<br />5vG1ZN2C,SVCr)7.V20
<br />623
<br />+93.15
<br />63.3
<br />51.5 I
<br />-43:3 37.4
<br />449.9 i +42.3
<br />f a1T10N (ALtW1 -VM112-,
<br />BtAPLFS SSG::N20,SVG12J20
<br />-141.6
<br />-108S
<br />-88.5
<br />^74.5 -64.4
<br />ADITIaNALbUl (A1 6',NAILS
<br />+93.0
<br />+71.5
<br />t58,1
<br />+49.9 +413
<br />svG6ra Svr,6V
<br />-165
<br />127 __
<br />103
<br />..
<br />-86.7 4:8
<br />-T
<br />NIL ?
<br />0~
<br />TR �(ALUIVI 6`: ,
<br />I-SVG6N. SV06V-� I
<br />+93
<br />293 0
<br />+71.5
<br />218.0
<br />+58.1
<br />-1�.0
<br />+48.9 -i•d1.3
<br />-149.0 -128.7
<br />AL (A�LU rr4U t,
<br />+783
<br />460.2
<br />+43.9
<br />+41,2
<br />a 5
<br />SV1V42044
<br />9.4
<br />-53.4
<br />-43.4
<br />-36.5
<br />6SVGNA0144,
<br />.31.5
<br />TF AD T10NAL RUP) I2". STAPI.SS
<br />4.78.3
<br />+60.2
<br />+48.9 I
<br />+41:2
<br />+35.6 I
<br />5VGN4ZM44.SVGV420144
<br />-141.6
<br />-IU8.9
<br />-88.5
<br />-74.5
<br />-64:A
<br />AL Mri UARD PLUS 1 ", N
<br />+93.0
<br />+71.5
<br />�58.1
<br />+48.9
<br />+42.3
<br />1 sa ang,Lr•AStut9,SAM2319,LCASIZ319, l
<br />_R23
<br />633
<br />.51.5
<br />43.3
<br />-37.4
<br />LFAS12319
<br />;ai ii4.t wtzv PLu 12^, srAFL>±s
<br />SAS12219, LFAS12219, SASF].?19, I CASI2319.
<br />+93.0
<br />1 +71.5
<br />-108.9
<br />+58.1 -48.9
<br />-88.5 -74.5
<br />+42.3
<br />-64.4
<br />L8ASt23I9
<br />-141.6
<br />�A1 t;MA•QUAADPLU 1 `.
<br />+93.0
<br />+71.5
<br />+58.1 i +413.9
<br />+42.3
<br />SAS16419,LCAS16419,
<br />4
<br />([_A�_.t11MUARD PLU 16% A
<br />-41.7
<br />+93.0
<br />-47.5
<br />+7L5
<br />-38.6 ; -32.5
<br />+58.1 4-489
<br />-28,1
<br />+421
<br />1 SA3I 419,1.cAS:r419
<br />-106.2
<br />.81.7
<br />-66A -55.9
<br />-48:s
<br />ALUWA-GUAR li"
<br />+78
<br />2
<br />+48;9
<br />+412
<br />+35.6 i
<br />3AS12216,L17AWW6,SA512316.LCA51231C
<br />-69.4
<br />-53.4
<br />-43A
<br />-36.5
<br />-31.5
<br />LPAS12316
<br />Ai 57- 'A D 12' , STAP"L€s `�
<br />+78.3 •160.2
<br />+48.9
<br />+41.2
<br />+35.6
<br />SAS12216. LFA512716, SA512}16. LCASI2116,
<br />141.6 -109.9
<br />88.5
<br />.74, 5
<br />.64.4
<br />LFASi2316 "�_
<br />_ .
<br />+3fi.8
<br />+31,8
<br />(A .Nlr 1'�2T•,'�i'w11�"_ .
<br />+74.0 � •e•53.8
<br />+13:is
<br />SA512313, LMS12343
<br />-61.2 47.1
<br />38.2
<br />I 32.2
<br />-27.8
<br />ECONMIY (ALUMJNUQ soRrY IF . U s
<br />+70.0 +53
<br />+36.8
<br />+31.8
<br />I SASt?311. LFASInn
<br />.IAIA •108.9
<br />-RR.S
<br />-74:5
<br />-F.4,d
<br />ERMIG.- ro1NYt;,lawl-RAtmr -'" _
<br />+I-61-2
<br />+f-47.0 +1.38.2
<br />t +1-32.2
<br />+/-23.8
<br />HVSIOV, HYSION
<br />'VENTUILA- RINYL) 1 > qrkPM
<br />+/-78.4 i +/-63.6
<br />+/-53.5
<br />4446.3
<br />HVSIOV, HVS10N
<br />P4 Rd• 5-fl ,n rVlr. a", NA n s
<br />+1-69,5
<br />+453.5
<br />+143.4
<br />+ 36 6
<br />+1-31.6
<br />l Pa PLsS74t4, ssau
<br />-PRO•SEW +'�D&o Iv" 1NT a'"S AP
<br />3a-11G
<br />+/-891
<br />+02.4
<br />+f-60.8
<br />+1523
<br />' P9$e0N PBSBOV
<br />silo 10". NAILS +1-63.9
<br />+J-49.2
<br />+/ A0 0
<br />PSSION,PSSIOV
<br />Pia• {VINYL !0", � � ' +1--107
<br />+482,1
<br />+166.8
<br />+1.56A
<br />+A-9.4
<br />PSSION,PSSIOV
<br />i
<br />Pit 0. oat C V al y U Jr +/-46.3
<br />+1-35,6
<br />+/-29A
<br />+f-24.4
<br />+1-ZIA
<br />PI•SI2N,PTSI2V PISt2CV
<br />IntoW.R tJ
<br />al- ,.0
<br />c159.4
<br />+1-493
<br />+f-atl.0
<br />4;-35.1
<br />PTS w,PTSI2v PT812CV
<br />i
<br />i uN1v a IYQ W. NAU
<br />+/-d1.7
<br />+/-32.1
<br />4q-26.1
<br />+rLi,11
<br />+1,14.0
<br />WS12N,UVSI2P,L'VS12CP
<br />I
<br />1
<br />LNlVH93At., I
<br />+1•69.6
<br />+1_53.2
<br />+/ 43.4
<br />UV312N, Ut"3%2P. L'V4I2�
<br />TRADE A tNYU Ile, rows
<br />+/-55.6
<br />+/-42,8
<br />+J-3d.7
<br />+/-29.3
<br />+f-25.3
<br />TRMSIAN.1RMSt0V
<br />'
<br />TRADE OR (VINYW10-. - APLcS
<br />+f 92,$
<br />~ +/-71.5
<br />-1-1-58.0
<br />+,/48.8
<br />tL421
<br />i
<br />C-..._. TRMSION;TRMSI.OV
<br />Y17
<br />j
<br />t! �J stivT� 4�i) St
<br />f3 i
<br />m- 8
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<br />IVAA-r wwi"/l ,,'00 :NA4V*X A#P t rltl MEAAS OR SrpPt.E.F WfiX
<br />`a 404Vri 41:GJ AMD SIG t'odGE) �� J $ TROLL
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<br />Woo C,-) t 4 T7C/M 50Ff 17 --�
<br />049' S4fft , ,s¢'x 7ASCL
<br />M&T"AL Ace rAffiLC `»t `tG�IRNAjLTL WYY1(I C,IJE
<br />M4.%awa
<br />T,fin fi44RoZAISC► "7' nrt 47tld BbdtrK NrAL4
<br />ERi/Q w,2TMAILS �C9iu¢A' �`rLOA►t. SAVE WIOTN
<br />Xlea rArc >W " 1axlArruaT 3J°siCl,vt5 .rase 7It4Ole
<br />�C7FFl7'.S ,tv/T'H .B�oC Gt/R Lz.S
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<br />FAdT4:AIAKS a T cAx# MAIL. 109 M
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<br />wte ) .t 19 08
<br />stye N.T.S.
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<br />s +ti WA Lb.
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<br />f AJT.` V,!,,-d ff SRac+MC
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<br />se�ot�
<br />FAr7.2NER.f Ar 4 ACM AM& 7'/re'dtit
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<br />N4.0 F/i'9lltlf /4* 4006 a�2>w"�rA1x,
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<br />i-'PAf G "G J AIQI $ -
<br />CIA raA04 � 5E1'
<br />0109 OVA IIL
<br />TA�l. 4s�
<br />4�Ia(X2 �
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<br />DESIGN PRESSSUTYS LASTED IN TABLE ARE BASED ON COMPARATIVE AND RATIONAL
<br />ANALYSES DONE I`i TIMS HP EN07NEMUNG PROJLC r AND ARE IN CONFORMANCE V7MI
<br />Z307 fLORWI k 9iTii.iIIII o CODE, zoo suPPLEmEN M TILE 2ko-I FLORIDA BUXDING Cie=
<br />2507 FLORIDA 1RBSIDENTIAL CODE, AND 2006 at3PPLMk/ NT 1'0 12004 FLOWDrA t+1�A/4£ Z 4a4►S
<br />RVS1Dt?1 IAL COME.
<br />A1lez2 N. Reeves, P,E. 4_ ^Structural Engineer Florida License #193�4
<br />FLORID.A BUILDING CODES DG NOT DIRECi'LY IdAINDATE it 1NI-' LOAD DESIGN "ICFUri"'
<br />ff
<br />ON SOFFITS. b7.0RIDA RESIDENTIAL CODES DO MECMY MANDATE WIND LOAD D11
<br />RP Jri13 � MR Engi11eedng fnc. DATE /2 JOWL too$ PRWECTNp_197120006 GNEEi
<br />PRESSURES ON SOFFITS.
<br />! CUENt A L. -COA llO,ti E E X7, gy, sIs R N es PRa ECr NAME_ A- L C O}� SOFFITS - ri-os tA�
<br />ALCOA PRO -BEAD SOFFITT
<br />FLORIDA APPROVAL 011191.8
<br />OF -SIGN SERVICES INC,
<br />MOBILE/ OFFICE 352-206-5821
<br />OFFICE FAX 352-588-2342
<br />R. S, HANLEY P 0 SOX 1325 SAN ANTONIO
<br />FLA, 33516
<br />EMAIL: hanlegObsembargmail.com
<br />
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