Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
REVISIONS
`. r SCANNED Alpine, an IT W Compan BY 2400 Lake Orange Drive suite, 150 Orlando FL 32 }�� Florida Lngmeermg Certificate of Authorization Numbe St'. Lucie County Florida cartifiaaw fPm&ct APProvet#RL199' Page l of I Document, lD IVK7409-ZO$24b94t Truss Fabricator: Job Identification; Truss'. Cqunt Motley Code: 'TrusS:Criteria: Engineering S fiware; Structural Engineer of Reeord: Address: Minimum Design ,Loads: Accu-Span Truss Conpany_ 10347-/ilodel A Revised -- LOT 19 (10347-/1lodel A 52 Florida Building Code Sth Edition (2014) TP1-2007(STO) Alpine Softivare,Vers,iow 15. 01. _ The ''identity of the strVetural EOR�did'not exist. the seal date per section 61G15-31.,003(5a) of the'FAC Roof' - 56.0 PSF @ 1.25. Duration Floor- B/A Bind - 170 BPH ASCE 7-10 -Closed Notes± 1.. 'Determination as to the suitability of these truss conpononts for the structure: is the responsibility of the building designer(eegineer of record, asdefined in TARSI/TP1 1 L _ R912412bt5 Douglas Fleming, Truss Design Fngbrcer- 2. The drawing date shown on this index sheet must hutch the date shown 2400 Lake grange Dr, Suite 150 on the individual truss eonponent drawing. Orlando FL, 32837 3. As shown on attached',drawingss.;: the drawing nunber is preceded by,. RCUSIR408: Details) BRCLBSUB �llef 0 scn7ptzon:_ __ Drawing4;__ Date; 1 11198--A21 15267014 09/24/15 2: 11199-=A20 15267059' 09/24/16 3 11200-419 15267043 09/24/15 4 11201-418 15267044, 09/24/16 5 111202-417 15267033 09/24/15 i 6 11203-.416 15267045 09/24115, 7 11204-406 15267034 09/24/16 8 '11205--A03 16267035 09/24'/15 '. f 9 11206-405 16267046 09/24/16 10 11207--AU4 15267636 09/24/15 11 11208--AO7 15Z07004 09/24/16 12 11209-401 15267047 09/24/15 13 11210--A14 15267003 09/24/16 , 14 11211--A13 15267024 09/24/16 15 11212--All 16267648 09/24/16 �.16 11213--Al2 15267049 09/24/15 17 11214--AO2 15267050 09/24/15 18 112.15--A08 15267051 60/24/15 79 11216--AOO 15267052 09/24/15 1 20 11217--A10 16267060 09/24/15 21 '112118-415 2'-PLY 15267056 09/24/16 22. 11219--BOS 15167021 09/24/15 23 11220--B04 15267018 09/24/15 �. 24 11221--BO3 15267020 09/24/16 25 11222-402 16267057 09/24/16 26 11123--101 3-PLY 15267007 09/24/15 27 11224--B0GA 15267037 09/24/15 ! 28 11225--B1O 16267058 09/24/15 29 11226-409 15267038 09/24/15 1 30 11227 -808 15267039 09/24/16 31 11228--BO7 15267040 09/24/15 32 11229--B06 15267041 09/24/16 33 11230--EJ4 16267016L 69/24/15 Ref Descrjpten kr aW-11 noL— Date_ t 34 11231-498 15267019 09/24/15: 35 11232--J46' 15267008 09L24/15 36 11233-445. 15267010 09/24/15 37 11234--EJ4A 16267009 09/24/15 38 11235-44A 16267017 09/24/15 39 11236-447 15267023 09/24/15; 40 11237-47 15267015 09/24/15 ; 41�. 11238--EJ6- 15267013 09/24/15� 42 11239-474 15267006 09/241/5 43' 11240-476 15267001 09/24/15 44 11241--JSG 15267053 09/24/15 45 11242-444 15267005 09/24/15 . 46 11243--EJ4C 15267042 09/94/15,' 47 11244--J4G 15267054 09/Z4/15 48 11245--CJ2 16267012 09/24/15'j � 49 11246-4.14 15267011 09/24/15 j j 50 11247--HJ4 15267002 09/24/15 l j51 11248--HJ6- 15267029 09/24/15'� L 62. 11249--HJ4C 16267056 09/24/15 THIS ON PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 10347-/Model A Revised -- LOT 19 - A21 Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP SS :T1 2x4 SP #1 Dense: Bet chord 2x6 SP SS Webs 2x4 SP #3 :W3, W9 2x4 SP #2 Dense: :W11 2x6 SP SS: :Lt Wedge 2x6 SP #2: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Calculated horizontal deflection is 0.13" due to live load and 0.16" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.65" due to live load and 0.82" due to dead load at X = 17-9-2. 8X1O(R) %A 3X4= 1.5X4 s 6 1- SS0712(B9R) Special loads -- ---(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 94 plf at -2.00 to 94 plf at 6.00 TC- From 47 plf at 6.00 to 47 plf at 35.33 BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 6.03 BC- From 10 plf at 6.03 to 10 plf at 35.33 TC- 503.62 lb Conc. Load at 6.03 TC- 226.16 lb Conc. Load at 8.06,10.06,12.06,14.06 16.06,18.06,20.06,22.06,24.06,26.06,28.06,30.06,32.06 34.06 BC- 421.60 lb Conc. Load at 6.03 BC- 109.63 lb Conc. Load at 8.06,10.06,12.06,14.06 16.06,18.06,20.06,22.06,24,06,26.06,28.06,30.06,32.06 34.06 Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [191 W3X4 S 1.25 [261 SS0312 S 1.25 [301 W5X8 S 4.75 7X8 = 3X4[191 = 8X8 = SS0712 � E-A 1 = 3X4= SS0712 = 3X8� SS0712 = SS0312[261 3 3 +10-0-0 �r -� III 35-4-0 Over 2 Supports R=4193 U=1692 W=7.625" R=3970 11=1613 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 18 Gauge HS,Wave FT/RT=O%(0%)/O(0) 15.01. 00 QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. "WARNINGI•a READ AND TDu3s ALL N ON m11S INANIDSI J6 • •� TC LL 30.0 PSF REF R408-- 11198 ••IIWI(nM•• PUCKISH WI5 OMVIN6 TO ALL CCINWA TORS INQ INO THE INSTLLLERS. SCSI`;L[ e, ,. C""°o) �"Y`P `" rJ • • SF TC DL 15.0 PSF DATE 09/24/15 �IIII a ,I 9 "`"' I"V ° , eat III— ro o. 648 BC DL 10.0 PSF DRW HCUSR408 15267014 I�IJL�LJ 11 V vm�p. 1*n.0-111,-*11 raw. V' nr r. ,;-4-1--- v pll-P- an,.�c` � ro .: Via` .a"° N .a BC LL 0.0 PSF HC-ENG KD/DF 1 �:. C. I' . °i. ..:,.,..aa. .Iv'"RSSE.1rv1 1.ATE nN nw comwwv ,"(.. °..I." . D:..I.R .° .,a„�,. rm,R ,.,..",I • F PA'4, TOT. LD. 55.0 PSF SEQN- 732842 A w.I an ml..aobq ., .w+. wP II., ... I -I, IM m.u, .m.um .r o,.roalwul ISSIg. l '4, LQR\Q. \\ ,np.al.IbnlTy -I..N 1.II Ie IC ryOM1 SS S S. nxW, wl" Ili" ..e u...f ul. C,..I,p ,., ..r ..,,=..r. 1. c�s,S•� •••Cj DUR. FAC. 1.25 FROM AH xaoo Lakb0laRge@., swiN uo Iblll r., ONAL OMudo F3. 328o E.r .J.= R. - SPACING 24.0" JREF- 1VK7408 Z02 FL ODA 90278 AL➢INS: ",e: .rr.. ICC 09/24/2015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T3 2x6 SP SS: :T4 2x6 SP #2: Bot chord 2x4 SP #1 Dense :133 2x6 SP SS: Webs 2x4 SP #3 :W9 2x6 SP SS: :W10, W17 2x4 SP #1 Dense: :W11 2x4 SP #2 Dense: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Mechanical Unit Loads Supported by this Truss Load At Truss Unit Unit Supporting case# X-Loc Piece Lbs. Width Trusses 1 29.69 BC 350.0 3.50 3 3 29.69 BC 350.0 3.50 3 MWFRS loads based on trusses located at least 7.50 ft. from roof edge 5X8= 3X4= 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. Calculated horizontal deflection is 0.15" due to live load and 0.22" due to dead load. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.69" due to live load and 1.02" due to dead load at X = 24-5-11. JT PLATE LATERAL • CHORD No SIZE SHIFT BITE [191 SS0712 5.12 R 1.25 [251 W3XB S 1.25 [261 W3X8 S 1.25 [301 W3X6 2.50 R 1.25 [311 W3X8 3.25 L 1.25 [361 W1.5X4 S 2.25 SS0712[19] _ SS0919 5X6(R) III T3 8X8 _ 3XB[311 = 1-- - 9 EI.l�INNN J.-NN, I 3X4= 5X6= 4X6(A2) L 0 �I R=2238 U=814 W=7.625" RL=301/-163 Design Crit: 3X8 = SS0712 = 3X8[251 _ 3X6[301 = 8X8 _ 1.5X4 m 35-4-0 Over 2 Supports R=2197 U=755 PLT TYP. 18 Gauge HS,Wave FT/RT=O%(C%)/O(0) 15.01. QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. ••rAPNIN61•• REM N9 Fau19 ALL Im16 M THIS DRAINGI -J` ••IIWREAM•• NRxlsx THIS Mu .ING TO ACONTRACTORS INCLUDING THE INSTALLERS. Q y r•• • 3 //L TC LL 36.0 PSF REF R401 11199 FFI I. 1 (01 1di.g Cm .. Tpl', d NT48tA',r ss Re• x .• F• TC DL 15.0 PSF DATE 09/24/15 `" N"OF— f e •'- ° l , `°I r ° 848 BC DL 10.0 PSF DRW HCUSR408 15267059 k1 R ° _ G.°f ��e Q�p� �� ; Sa & "_. r 1- ,,. R.ft, o . NA-Z er e.e. e. en,. T. u.n�Jo ln[BO°uls. w u u", aVF n: �: :; SObl : �� dH �'� W U�''° :Id !At. : "(. "(,:;° . =e�.=�;�_ ��' �Irtpl°1 0.°"",.a", ��N'"M4po1"9 °" " $ ATE : Q BC LL 0.0 PSF HC-ENG JB/DF A. FT VCC,.M ° ........." A -1.1 F ",,,,. � . � •'•••��OR\OP,f�Q,TOT. LD. 55.0 PSF SEQN- 732862 A'u.l AN EN.. °, 0° a. I l.h,, I. d-IFS. IMIc mpuT.,°eF p%....I �Ip..' N .�.. "" I. N LSS/ OUR. FAC. 1 .25 FROM AH r. Ib.I INr IIvd, mr w d...IIR1.r pdr 1h..dIt4CI u.. Na ".... NI. ar..IeR ' ..v •v 0 14(MIL WaSdo,R 32uiIC ISO ICI II'y n. N. BdId if D Itld r per .NiI.1PI , -11. NAl OTlmdOA102N31 e^ 'j° '^'••I •O° SPACING 24.0" JREF- 1VK7408 ZO2 FL COA Ya 218 AL➢IxE: ... �.pl �... R; rrcA: '=.. � Icc �... 09/24/2015 3X4= 5X6= 4X6(A2) L 0 �I R=2238 U=814 W=7.625" RL=301/-163 Design Crit: 3X8 = SS0712 = 3X8[251 _ 3X6[301 = 8X8 _ 1.5X4 m 35-4-0 Over 2 Supports R=2197 U=755 PLT TYP. 18 Gauge HS,Wave FT/RT=O%(C%)/O(0) 15.01. QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. ••rAPNIN61•• REM N9 Fau19 ALL Im16 M THIS DRAINGI -J` ••IIWREAM•• NRxlsx THIS Mu .ING TO ACONTRACTORS INCLUDING THE INSTALLERS. Q y r•• • 3 //L TC LL 36.0 PSF REF R401 11199 FFI I. 1 (01 1di.g Cm .. Tpl', d NT48tA',r ss Re• x .• F• TC DL 15.0 PSF DATE 09/24/15 `" N"OF— f e •'- ° l , `°I r ° 848 BC DL 10.0 PSF DRW HCUSR408 15267059 k1 R ° _ G.°f ��e Q�p� �� ; Sa & "_. r 1- ,,. R.ft, o . NA-Z er e.e. e. en,. T. u.n�Jo ln[BO°uls. w u u", aVF n: �: :; SObl : �� dH �'� W U�''° :Id !At. : "(. "(,:;° . =e�.=�;�_ ��' �Irtpl°1 0.°"",.a", ��N'"M4po1"9 °" " $ ATE : Q BC LL 0.0 PSF HC-ENG JB/DF A. FT VCC,.M ° ........." A -1.1 F ",,,,. � . � •'•••��OR\OP,f�Q,TOT. LD. 55.0 PSF SEQN- 732862 A'u.l AN EN.. °, 0° a. I l.h,, I. d-IFS. IMIc mpuT.,°eF p%....I �Ip..' N .�.. "" I. N LSS/ OUR. FAC. 1 .25 FROM AH r. Ib.I INr IIvd, mr w d...IIR1.r pdr 1h..dIt4CI u.. Na ".... NI. ar..IeR ' ..v •v 0 14(MIL WaSdo,R 32uiIC ISO ICI II'y n. N. BdId if D Itld r per .NiI.1PI , -11. NAl OTlmdOA102N31 e^ 'j° '^'••I •O° SPACING 24.0" JREF- 1VK7408 ZO2 FL COA Ya 218 AL➢IxE: ... �.pl �... R; rrcA: '=.. � Icc �... 09/24/2015 THIS D1m PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. LIUJ4/-/Moael A KeVISea -- LUI IU - NIV) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense :131 2x4 SP 91 Dense: :134 2x6 SP SS: Webs 2x4 SP #3 :W7, W8 2x4 SP #2 Dense: :W13 2x6 SP #2: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [171 W4X12 4.50 R 1.25 [251 W3X6 S 1.25 [261 W3X6 S 1.25 [271 W3X8 S 1.25 4X6(A2) = 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. Calculated horizontal deflection is 0.10" due to live load and 0! due to dead load. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Truss supports 350# meth unit; unit centered at 29-9-5; supported b BC; unit width 3-6-0; supported by 3 trusses. MWFRS loads based on trusses located at least 7.50 ft. from ro°f_ed°e_.ff 3X6[251 = 2X4In 7X8 HE 3X4� 6X8= 3XB[271 = 5X6 5X6 = 4X12[1:71 = SS0712 = 1.5X4 m 10-0-0 ,L 25-4-0 24-6-3 I` 10-9-13 35-4-0 Over 2 Supports R=2232 U=804 W=7.625" R=2202 U=763 RL=350/-176 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 18 Gauge HS,Wave FT/RT=O%(0%)/O(0) 15.01.'941 QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. •-w+xlNDl--.FAD. F.. Flu.ddma INDFIES Ox 1. wunxm ••IYFtlIfNn•• NPNI. T.I. ...IN IN4 TO .LL COxFP4C al T S DRAWxp I INSTLLLEPS. Zy TC LL 30.0 PSF REF R408-- 11200 I. I.—. a,Pl ""< OJG-„. J 3F DATE 09/24/15 1 ..1`(6ul s CII - N.1 ," :. a A, 1-":a" :" , TC DL 15.0 PSF "" - o °' 848 - DRW HCUSR408 15267043 "i an—ItItt- NGS i BC DL 10.0 PSF ���� A 10— w � mae ]'.'9B) e�010-"a a nei, wpGV 1p fe a ��- ", a...ee a tNav v` mtim • * • BC LL 0.0 PSF HC-ENG JB/DF Il V Gal,a.a v, ItetN a raa:n v e,f mae n sFG nc uM']I/Rlm en a a t re .aN'aa„ ag e° °„ m„ " a a'� m . ^_^ CII 1 ATE : ¢ SEQN- 732882 AN ITW C01V q .........t'... enval"a " ' c'(o<OR1aPf-e\� TOT. LD. 55.0 PSF n�penal Cl LIW NaIQ Y tar w aelyw„ "axavnnt'xv M WitabiIpid'=,na — ol.ule a.,di,d far any ,i. Y'n is U V ,F\ s/OfVAI�� DUR. FAC. 1.25 FROM AH 3i00 Lakean,10, a, l50 m,pmalal 11, aT that Mahal, oa,l,mt pa, ANNI . , sa<. x. SPACING 24.0" JREF- 1VK7408_Z02 837 0 33ED p=,m lm ul=,m•, p=.ata .aa '.... m...,mlm",t.>.t".: 3....ltt,,..". FL COA NO 37E FL COA °tp1xE-....aplm,t..ta�`Tpl m l.,t.as: vcn: me .g 09/24/2015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1U34/-/Mode1 A Revised -- LUI le - AIU) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense •B3 2x6 SP #2: Webs 2x4 SP #3 :W7, W8 2x4 SP #2 Dense: :W14 2x6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member design. Truss supports 3504 meth unit; unit centered at 29-9-0; supported by BC; unit width 4-0-0; supported by 3 trusses. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE Mq [14] W3%10 4.00 R 1.25 [1 [151 W4X4 2.50 R 1.25 DXz=m!=E,,, [261 W4X4 2.50 R 1.25 [271 W3X10 3.50 R 1.25 sxs= 5X8(R) /# zxa lu 6X6 = 4X4[15] _ 6 3X1O[271 = 7X8 = 3X4 2 (a) " (a) 5- 3 6 r 63 1 111 2- -0 ..5X4 �10-0-0 1.5X4III 5XIS 3X1O[141 :7X8 — 4X4[261 4X6(A2) = 1.5X4 III IL-0I 12-0-0 11-4-0 -1- 10-10-8 23-4-0 12-0-0 _ 35-4-0 Over 2 Supports R=2233 U=796 W=7.625" R=2193 U=754 RL=315/-148 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01. QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. -•rARxlxDl•• HIS RN f&ITO AIL ONRswI SIN mwxS1 ••rvPwmAxr•• wuxx isx THIS wwAwlxc to u2 coxnumows ixauo ixc sxs iwsuusns. U,,.. /y �J TC LL 30.0 PSF REF R406-- 11201 $ _ rJ F DATE 09/24/15 Id.6 g � Ad ..: ;';RI'. a au;`: TIC DL 15.0 PSF .'„ T. °' 849 ws mEd e,k BC DL 10.0 PSF DRW HCUSR408 75267044 ALMNE Id `�,� `�` ,'�• ,n. Apply '� �., "1]' x ATE 1Q BC LL 0.0 PSF HC-ENG JB/DF vii�,.`e:°:e:',,,�..1:,:"',,,n•'••3 IIIANl SEQN- 732893 V/COMMNY � [u�cv'm.'.ae9 Ifw11Am"a,os,m`.mm...,".".�xn'nxs ',FLOR\OPiaO`� TOT.LD. 55.0 PSF W1 :v 0 :". is DUR. FAC. 1.25 FROM AH :-�:�Dii I" :'�.e'a, is d—1 ate. w'p sirn�in iv�.;e ""., If thl: a:.:i„o a SS/Oi11AL��G\ 24W Lo ON,IX. Suite 150 SPACING 24.0" JREF- 1VK7408 Z02 OTm R 32837 ".., III jIbA "1T�. "` Fe n OOA90278 Lrmc: ... !CC: .., 09/242015 THIS DWG PREPARED FROM COMPUTER INPUT (1_00S & DIMENSIONS) SUBMITTED BY TRUSS MFR. juel : 13Ba(Effective 6/1/201 Top chord 2x4 SP #2 Dense :T4 2x4 SP #1 Dense: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 6X6 4X6(A2) _ 170 mph wind, 15.00 ft mean hgt; ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. CKM Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. If 77b, 5X6 s 35-4-0 Over 2 Supports R=2203 U=446 W=7.625" RL=348/-371 10-0-0 2) R=1999 U=392 Design Crit: FBC2014Res/TPI-2007(STO) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01. 0 QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. AN RW o0MPNW S4M Late orwlsX Dr. SdIt iw Orxvd9.FL 32U7 FL Con XD278 ••wwlxGl•• RFID mm Emu. Au xmEs ox Txls munxvl ••IYPoRfPM•• HNGISX TX IS ORAWIFm TU 1LL CO TES N S IXCW WI TIE IXSTRLLE0.5. EI., '".( s:. '' "C.>': e�, o ' h° t"IT "; ° ays We°,`t SE9.`,� "�;gc IA"Buc eln9 wl wnan s ro"e '•n me ."s0a I a ror�,nyseevl tl en 1 ,t,I IItl n 6 —ln9 IT us ne eru a, In cen rotanee ,Itn PXSI /IYl ml, er Ia, n,nellry, aXl Ep ln9. "...I .n rrl."e� W. II.X�t InW HI. ee..11=i a: , 3 •..1II .n.iK i- I ...vaaen Iv .a b1�Y Ta. m. a Ivl n,..I,It.n a . e.. a I. ..Inv ro. wr a .. I. ,I.II Itr eT v,al el"W o II;-1 v" Mt. RI T s.... Fe, ro , J5 n . W."..•1 ne — , 4 IXE:-•- ere: Wm IE9: :.. JG . • SF�' o. 848 * ATE a , a �.''.;OR� �C� G S's/O�NALEN alvveyw• TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF REF R408-- 11202 DATE 09/24/15 DRW HCUSR408 15267033 HC-ENG JB/DF SEQN- 732896 DUR. FAC. 1 . 25 FROM SM SPACING 24.0" JREF- 1VK7406 Z02 09/24/2015 THIS DWG PREPARED FROIII COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS DFR (TU34/-/MOGeI A Revised -- LUI IU - AID) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 Sly #2 Dense Bot chord 2x4 Sly #2 Dense :B2 2x4 Sly #1 Dense: Webs 2x4 Sly #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 3X4 s- 5X6 6 5X6 = 4X6(A2) = 5X6; 5X6= 3X4 = 5X6 17U mph wind, 15.0U ft mean hgt, ASCL /-1U, CLUSLU bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TIC DL=4.0 l� wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. c Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6 0 1 .5X4 i (a) 6 It-D-31 I, 16-0-0 _ - 3-4-0-1- 16-0-0 J j� 35-4-0 Over 2 Supports 'I R=2203 U=399 W=7.625" RL=393/-416 R=1999 U=347 - Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O°k(0°%)/O(0) 15.01. 00 QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. ••raRx FURNISH IS A19 FG TO ALL ONFRO ox Txls DRANKINLURING l ••IYPDRTAXT•• Na„1" Ills AN=I„x To 1u c°xTNOTES OR Ixuuolxc 1 IxsT.uExs. T..,.,.. r a, . .Ic I 1 n -1 . „...r . — . a nHai i°u ,*" aa: b "" u''. , J�. •• .. fJ • sF, TC ILL 30.0 PSF TIC DL 15.0 PSF REF R408-- 11203 DATE 09/24/15 jjli�(�� d L��� 11 V L7 nry rtv/comwwr xaao l.ot° °Ixswle lMf mtsby roP_vc.l 11 n w Pr.pvn ^v NI� v a b . .";. Id ml lu..dl.n. ..... ua.n I dI II u. wo. `v v -. ec: 1 n .l ;cn a• v, . rn v, i .y 'wmv. Jot.bbb. a-1.11.. .n u .nISSA-I � `� 1*1 ai.P;mw ;a Ore.InH. vnY Ivl �. u l Id�N.vc ���cm•.,ni°nc.. N�MIHI /iP lel..r�er nvm; ng, v ePP n9. 1 r.l Pn ml. dnol.x .•,Hw.�P•H• n.a,y ul. dr.anP. IMm.u...P.Pb.nc..r Pn.n.aw.l wpin..nm 1'.lbll Iby —H..' FP• tA. NbbHSb .. TM wlVN..lq .M u.. d1 NI. C...Iq FP• .nY .T•.PV!•. 1. '°"'•Y^•v-..HH1P .1111. .H ..R.... 0. 648 ° * ; ATE Q F�O_RCl�� �S ID^ ' F xs.S NAL N BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 65.0 PSF DRW HCUSR408 15267045 HC-ENG JB/DF SEQN- 732899 DUR.FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VK7408_ZO2 01W p�FI, j'iej) M MAYO719 Far — ;— .nod. °bn P.°� d W ..PI„F: .....IPA".:.•.=m:`*1: .....,I ...rx: .. -"-..a-•ry..m. .;.P..F...rH xYWOYWW 09/24/2015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k LyS9r-imooel A wevlseo -- LIJI Id - Nvo) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6(A2) E 5X6 R=2335 U=387 W=7.625" RL=431/-454 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, MUSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 ps wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 5X6 5x8 35-4-0 Over 2 Supports 5Xs = +10-0-0 axs(Az) Rill U=345 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01. QTY:3 FL/-/5/-/-/R/- Scale=.1875"/Ft. -•wwlxal•• READ um roues Au ImEs m THIS oRnuxm ••116ORTANT" FURNISH THIS DMSING TO ALL COMGCTORS INCLUDING TIE INSTALLERS. - ' J /y TC LL 30.0 PSF REF R408-- 11204 S F4 J DATE 09/24/15 I. " CG ' G.f-y .......uI ' nr'mi : a ::CA)^: N"If .O• TC DL 15. 0 PSF ' S °' 846 DRW HCUSR408 15267O34 Bali... 1° BC DL 10.0 PSF qd� �p ` ' ° "'�"""�`^"" ` [A9Pane aOln9 ta,G •:• BC LL 0.0 PSF HC-ENG JB/DF .^NV"Gul CmIt Ill ""` •°,�° ATE SEQN- 732914 AN n'W CO MFNNY ,,,, AN . ". dll I. 1 °" F ... nO If [rwam, r.11 " "m "r.vr�c" • 51/TP I°1, aroma. n rp, pp y. •.I,�G O�c`...... �� TOT.LD. 55.0 PSF A"...I9an'.1. i,�p. .� R. nl.l^v ul mG ..o�L.=. r p,.....Ip,,.i � I,..�i,�G ..pmaeN cr A^ 1 H d IOn , Thl u,le�dl itZ .M u.. d I. d.obq for N, . h 1 ss%ONALENG OUR. FAC. 24O�Lake gauge Dr., Suik ISO lr IPII1cr or Eu 11d1.�R p®1�."r p^. AxsIRPI 1 TdI. , 1.25 FROM AH SPACING 24.0" JREF- 1VK7408 Z02 aIRM m ""_'"°'•R°ITCA: """^ 11- 1 N19 er.•a•: 'I AN0278 FI,COA pO22B AVINE: ... CC U9/24/LULL THIS MG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1 n rtevlsea -- Value Set: 13B (Effective Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 4X6(A2) = - 4X6(A2) 0-0 1L2-° yl 17-8-0 1 17-8-0 I 4 35-4-0 Over 2 Supports 'I R=2325 U=384 W=7.625" R=2326 U=384 W=7.625" RL=487/-487 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(0%)/O(0) 15.01. QTY:3 FL/-/5/-/-/R/- Scale=.1875"/Ft. �na o ��Il V I ILA AN rrwco." Y NO) LDk Omnge DT., Suile 15O "11ARNINGI" Run AHO rounN Au NOTES ON THIS IAtWHNGI "UIPINTWaM" FUNHISH THIS DJNC TO ALL CONTR CTORS INCWCING THE INETLLLERS. Truaxa . "s" — :" n rica a,rg. 1 Iv ... ° :....TR.II<Ls . PI -Id' . p 11 a 84 1, UlI"' CSI. 'u"I.,'n s '"Lmselms'a BT f"Ppp IY p "�� .Y"°"1j cA9Pa�ne. 1l s. O'IA Ou'IO IngUnpwoncz•� °,�, , �" •" ,bII ,s "'I.�I •• 4 TI- 11-1 a , ws �.",>:. ,"'• `",•`:•, ..:Ia AxslnPl �.`o:°'a:I� P•` g",Y"�pPI D "" A ep lb II', w :i) f 1 tl' �'aulpn N'°�e I. 1M ,°IiueI.isr•I'a"I`=". a`r.1. e�..ia ., .w �.�u"�. is ° "'"8° . r,../TH.°S—'R' J /2 ' S .�� J F� °' 648 •_ #, '; ATE �.e F PF <4 ...... G�? ss/ •"� EN ONAL TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF REF R408-- 11205 DATE 09/24/15 DRW HCUSR406 15267035 HC-ENG JB/DF SEQN- 732917 BUR.FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VK7408 Z02 — °^�°� 37 FLCOAYO278 "";%° _""' "° AIP IUE:... .... wl °: Nru:.�.. �: Icc �... "m UY/L4/GUll THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k1UJ4/-/N10ae1 A KeIi -- LUI la - HUJJ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 5X6 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TIC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. CDD Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. JA4(A1) = 3X4 I&-o:_9 IE 7 27 0-6-7 T +10-0-0 I_ 17-8-0 _l— 17-3-8 _I ie 34-11-8 Over 3 Supports R=514 U=96 W=7.625" R=1446 U=266 W=3.125" RL=427/-447 R=2361 U=399 W=7.625" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15.01 1 QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. ••WENINDI•• HIg Alm T4uw ALL xm[&ONTNB PRUII&1 ••1160RF&M•• FU°NISN eA OM.INL 10 RLLCOXiRRN T IN VRA IIR THE INST.LLLERS. OO • g'C••d TC LL 30.0 PSF REF R406-- 11206 "°nd' "e.1- " ". Pcsl�V` dIn° c".P°.... slid" bf`m nu)`r r":.T 1 '�Inxt.ilc vPn TC DL 15.0 PSF DATE 09/24/15 /\ ° ° _ s r, a ld,a �,bv r BC51. O. 648 • DRW HCUSR408 15267046 Trip d n Avva paOv ry dtalm, �'— , r.edr.l°:" m`.`m '. - a: �s d v i N'A7.°e7 * * BC DL 10.0 PSF /gyp p 1-=11L��011 �l� drigid IT It°e . _ ° N Oeed "'""' e�16O1�:'^'.`C^°N�°I `" ^°g"''m'l t d4 t vny dw1 rm AlP n o! n9 ev.Pv •n v"t. ii. ATE ° S BC LL 0.0 PSF HC-ENG JB/DF A. ITv`COMRd,W INSIRPl 1 .1 1` 9Ia 'II °;n" , n n„g. "", In dm.d,d.dt°. . dr n°. °P nP. O, TOT.LD. 55.0 PSF SEQN- 732910 Sic...... 'a A^ .I =n 1g,I a �Iw . d,.r P.P� I l�tl.q ml. e.,n.R. I.I.. . r PAt,,.le^,i �i^ .IdR .,di ... q.el.Y TTddr IT. eulPn Tn...14bl.."i a IT .1 ^.—giT, ro. m 1. "2 S`/ONAI� ML,Ib Omnet DT,Suie l$R r"•P�+I VIIIty dr ".d IId., W.Iemr °vr Xi t . . DUR.FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VK7408 Z02 OrS Mo FL 32837 m m ,dd tnl, 3db•, edndrvl .III,, �':`ITMh-...t°I^•t.=•°,R=A. :. "IT=. :.. FL con kOn8 TNIS DWG PREPARED FROU COMPUTER INPUT (LOADS & DIBENSIONS) SUBRITTED BY TRUSS BFR. (IU34i-/mooeI A KeVISea -- LUI IU - MU4J Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T4 2x4 SP #1 Dense: Bot chord 2x4 SP #1 Dense :B1 2x4 SP #2 Dense: - Webs 2x4 SP #3 :Rt Wedge 2x4 SP #3: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Truss passed check for 20.psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 5X6 _ 47,b(AZ) _ 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-6-7 1 T +10-0-0 34-11-8 Over 2 Supports R=2312 U=385 W=7.625" R=2106 U=328 W=3.125" RL=427/-447 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave _ FT/RT=O%(0°h)/O(0) 15.01 1 QTY:6 FL/-/5/-/-/R/- Scale=.1875"/Ft. ••WARxiNal•• MUM RAI Nuns ALL xorts RS INDRNINm Ila&RTw— NRNIsx MU °LEI Nx i° aLl c°MW IN T S DMI f. WE IN4iAUCNs. S•,�, y TC LL 30.0 PSF REF R408-- 11207 Trv:vna , a n fv°ricve 1 mlyy lna. n w °. Ing. Naf°r [ i1. °; d.°�� .` °Ing C� P� I n....[�nn. I-1 °.> %.....[ .,�.. s I— I— 9I `Un la.a n a e: a� B n "In—d o. 848 • TC DL 15.0 PSF DATE 09/24/15 DRW HCUBR408 15267036 /� p p li-`�J LLi� 0 �1 �.n. AN nW COMPANY TlaDL O W ors°il° lso .1[ 11 I ;"m° " I.aa[4m,�;';.` "" ;.[ a af`M :°l` 1 " °S� v'"' twu`Jm n[ °.[. n.. w.,.I, a<m, [ •. z �i°oa-x I- lit w I. i °3°`w n, �If ,a m6' vi. °i...I n µ `- .. ,u,"w°. 1. . o. [ .0 .rn. Ala wn [n o.�i°ins f °nn.n[. o.o.Ka ...an.1- ... n. ° a, o...... 1`°.mm�s o "crv.w..wx. n mn.n... n .gym "sl/icim. m . m..eNne. mlppino. an...l m GI. °,..Irp a, [wn, ppa I l.tlnp NI. °,.al np. IPAlc.u. .cuR[.�c, a. yrvfa..lw.l �gl�r,lry .opw l°Il lty .°I.Iwy fa. W GA lyv .lm.n. Tn."iV°III[. .M "r of Gl. °.o lip fa. .q .[ncW.. 1. [A * •: ATE ,'� ;•.;°<OR10P'''C��' S 6� �a S/ ONAL BC DL B LL C TOT. LD. 10. 0 PSF 0.0 PSF 55.0 PSF HC-ENG JB/DF SEQN- 732920 OUR. FAC. 1.25 25 FROM AH SPACING 24.0" JREF- 1VK7408 Z02 Oflando.FL 3207 FLWA90278 F., .o ion k I. Jm n... .oe . PINE: �. i[T°I..-• °`.In+: �•- '": IrC:':.. WIS DWG PREPARED FROU COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( lUS4/-/Model A Kevlsed -- LUI la - AU/ J Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 :Rt Bearing Leg 2x8 SP #2 N: Lumber value set "138" uses design values approved 1/30/2013 by ALSC Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [231 W4X4 S 2.25 2X4(A1) = 1 .5X4 0 6 T (a) 5X6 = 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DIL=4.0 wind BC DL=5.0 psf. GCpi(+/-)=0.18 Es Wind loads and reactions based on MWFRS with additional C&C membeirip.= design. (a) Continuous lateral restraint equally Spaced on member, Bottom chord checked for 1'0.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 30.00 ft. from ro edge. 4X4(R1) 4, 6 5X6 3X4 3X4(R) ai 5X6 = 2-� 3 3X6 �12-0-0 = 10-0-0 4X4(R)[23] II IL �I I_ 17-8-0 J - 8-10-12 _1 F 27-2-0 Over 3 Supports R=614 U=119 W=7.625" R=1192 U=166 W=5.625" RL=372/-304 R=1725 U=333 W=7.625" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave - FT/RT=O°%(O%)/O(0) 15.01. 0 QTY:4 FL/-/5/-/-/R/- Scale=.1875"/Ft. d I�IJ L71J ll Il V AN ITW COMRONY :i00 Lake0n�e De..swlt 150 °'l=°°tti32917 FL COA 90278 •reARNIxGT^ HEAD SHARING NG TO uE Xm¢ TO S IN mwnzl •'ImO0.F/YE"' FURNISH THIS °RD, FO DI LLL NOTES NTH* INCLM IIN THE INSTRLLERS. V r••sF�TC .I^'1U".`. i1.."t"I I., a. :� " sP", a "v e.. ro e"' R ecsl`i I i a (,:P=,..,,� i,: 'y' I1f_ : e;':PI °F..i`) -' N. �zl a"�� '""''I.IttIti; R1G,FNP " ",.° .� "['1. ° ° 846 „, J,1t GA. e, �,1 a " a��P p A.P eo " ennf" nett f n ¢ * •• ){ /.I"t at<I I . " ""�I,". ".' " e . t,p, IRX.-: e, „"" „ . ,'"�" I Ai AlAI p."g.. e1. ,�"" ". �.."a�lel"a cane.,., N,"1,p o :I =, .. ,1,P.",Ihl.di 1.9. S e,.i,.ia.. ': ATE e e n ,— f I ure .e L— — n cwfe wnc N RXSI /1P1 1. or o, ,ne1 ng, nlpp ing, N•b:.tl"N :"""„"„ .e�',.;c<OF ..... t .\ wa an ml. as l,q u, mn, wo. I l.clry ml. a,.a p. IItl1e.L„ ,eupt,x. ur Pl.roulwul alb llw.,l A A. I. GRIN f.=.lbl lit, .aioii ro, . a„N'S .. T,,. -1-blIlq .M u„ er GI. efollry ro, .w ..,1nLv„ 1. S • G Ibl llt,.f bel ldbry R.,Igmr p.r ANsl/TPIR .. w S/O N F""' '""'" '„'s"'g"1,1,'" " 1111, ALPINE:.....1P1 :'TPI: ,,, e.r.=.'+ I°E:.,. TC LL 30.0 PSF DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF REF R408-- 11208 DATE 09/24/15 DRW HCUSR408 15267004 HC-ENG KD/DF SEQN- 732924 DUR.FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VK7406 Z02 09/24/2015 TNIS ON PREPARED FROM CONFUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS NFR. LIU39/-/M00EI A Kevlsea -- LUI Lu - mut) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense :B2, B3 2x4 SP #1 Dense: Webs-2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. WIC-0 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 Psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 3X4(A1) = SXb 4X4(A2) �-O AIE 7-8-0 _IE 27-5-0 Be, I.O-QI 35-4-0 Over 3 Supports `I R=487 U=105 W=7.625" R=1761 U=325 W=7.625" RL=487/-487 R=2542 U=377 W=7.625" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O°/R(0%)/0(0) 15.01. 0 QTY:2 FL/-/5/-/-/R/- Scale=.1875"/Ft. G-=1JL����� AN nW CO MGANY 2400 Like OrenBe Dt., Suite lSD oamae FL rzan FL conwona ••WAaxlxol•• REM FOIIA Au xPlEs Ox THIS mwlxol ••IwVRlwl!•• Puwlsx •lus owrlxs m eu mxrnnmou IxcumlNR rxc Ius.nuens. OJ6 , �y v"r°c>i`: ✓J • • g�. '�fa:.4rc°=`� �"C:�:° fdd O. 648 (p9P.1°:[ea[... °ain^e�.�=Po ��c..,.piK�U.xsliTpl,.[[. al,.,.�1 .�,IATE �I del lla[lan' 8 C,aclnp % trvaaca: r..s�z°^nec=n orm. nc^ .I •11 n=[ ^ •arp =r'aa �=n9.^r epOing.=" . �• _ ® •,•a�OR1pP,,:\�4r & ul. arwiro o, cov.r wW a...l ro. If °r°r... lwl eplwrin � • in..m[.eul[r •.a ... or ml. momo n...r •[.pw,. 1. FSS%pNALENG .a.Fa^.lelller =[ m wl�ulro m.l.aar °a. 1RS1 ml [ m•= �^•a,., • a== RD .IPII,=.-•-uIpi^=.__.:`: Ir<'.... TC LL TC DL BC DL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF REF R408-- 11209 DATE 09/24/15 DRW HCUSR408 15267047 HC-ENG JB/DF SEQN- 732932 DUR. FAC. 1 .25 FROM AH SPACING 24 .0" JREF- 1VK7406 Z02 09/24/2015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 Dense :T2, T3 2x4 SP #1 Dense: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [131 W3X4 S 1.25 [171 W4X8 2.00 L 2.00 WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. 6X6 _ 3X4[131 = H0510 _ 6X6 _ 17U mph wind, 15.UU ft mean hgt, ASGE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. eoDeflection meets L/240 live and L/180 total load. Creep increase �,..-,,, factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof _. edge. 3X4 _ 6X6 _ 3X6(A1) _ I.OAY HI DAD = 4X8[171 = DAD = DAD = I'JAI M(Al) _ R=1079 U=239 W=7.625" RL=231/-231 44-10-0 Over 3 R=3064 U=822 W=7.625" +10-0-0 R=1484 U=380 W=7.625" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=O°°/.(0%)/O(0) 15.01. 0 QTY:1 FL/-/5/-/-/R/- Scale=.125"/Ft. ••iNRN URNIM HEAD I NG TO ALL ••ImpHIPM•• NPx1"Tmz AND xO To 1u ca TES ON 5 INCLUDING THE INSTN1E0.4. CTNFS ON S IN LURING JG•,.. /� TC LL 30.0 PSF REF R408-- 11210 YeCsi`�G.Ja„'s[ .t �:.1..d:;"'�;::,',>a':� RCA, : ;t; ; .. • ° ' °x . rJ 3F`-Y TC DL 15.0 PSF DATE 09/24/15 /\ Imui, era , M ,a•P'd C • ,aa roavl �' "e lw DRW HCUSR408 15267003 `""'° i`,na°vd'p eM All ° °G ed.1c° °roe 1 :":::" °:e: ..`, L, D. 648 BC DL 10.0 PSF 1II ar.e,dn,; °ie Iov 83. m . -,Oc ° 9`2di"� °P'n,m.`.e 'iccn_z [ w"" C°o`' * HC-ENG KD/DF �(���(��il��TA d AL`�M E xd..u,. " a. dr„ n , w , n ,. , ° , •- E BC ILL 0.0 PSF I1W1°,.". .".",.d: 119. hipP,e" T% . A a ¢ SEQN- 732976 AN IrWCOMMY ".�'.. ..".,q"°I_.Ii.�INS F pP.,�,��, LOR�, TOT.LD. 55.0 PSF %" HydpIly9 1"� '= a„��T IA -I alIIV"I:a U„ =ia.`: d-11q ro�:v ,i"��'°a:�i: as•S mPm '°'':n d. o..i,d,.q P.,: P... P.r AICI , �.z. Nv� /ONALE OUR. FAC. 1 .25 FROM AH 2400 Lake Orange Dr.• Swe 150 SPACING 24.0" JREF- 1VK7408 Z02 OrlaMa FL 32S37 m" ,d m., III H ....., ,re ".ICC:':.. MMAN0278 ALPINE! :`TPi:,,,.w:rot.d.P:IETCA -. 09/24/2015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSDIMG) slmamFn RY Tn165 Urn L ws4(-f Mooel N nevlsea -- LuI ro - NId J Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP SS :T1 2x4 SP #2 Dense: :T3 2x6 SP #2: Bot chord 2x4 SP #2 Dense :B4 2x6 SP 02: Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Calculated horizontal deflection is 0.15" due to live load and 0.35" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.33" due to live load and 0.76" due to dead load at X = 44-1-12. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 81 W3X8 S 1.25 [231 W4X4 S 1.25 [241 W3X4 1.50 R 1.25 US 7X8 = Negative reaction(s) of -328# MAX. (See below) from a non -wind load case requires uplift connection. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 3X4 , 3X10 = 1.5X4 III 3X4[24] = SS0712 3X6(A1) —I•an4 III JAO 3XB[8] _ 6X8 _ ona (rc) III 4X4[231 4X6(A1) _ 0-4-3 70-0-0 -0-0 T �Y kE0_¢E 18-4-0 '_ 28-6-0 _I L 8-0-0 28-10-0 7-8-0 I !E 46-10-0 Over 3 Supports R=784/-328 U=269 W=7.625" R=1015 U=201 W=7.625" RL=249/-292 R=4204 U=1037 W=7.625" Design Crit: FBC2014Re5/TPI-2007(STD) PLT TYP. 18 Gauge HS,Wave FT/RT=O%(0%)/O(0) 15.01. 0 QTY:1 FL/-/5/-/-/R/- Scale=.125"/Ft. "wwINGI" NEM, AIL wua ALL Imns W NIS UMYIXGI JG , /y TC LL 30.0 PSF "IwVilENIE" FU NISH NIS BRAYING TO LL OMNACTRRS INCWDINO THE INSTALLERS. REF R408-- 11211 m f ..S. ul M Cr ..... Ref 'I ✓A\ • • S(�'1 //\\\ (6v " Y',p, .1YAj . V C TC DL 15.0 PSF DATE 09/24/15 v V L' 'Nc awe w ,epr° , OCSI. cNnlj Iw Lx f4`" _ _¢$fa— IIcs' o• 848 BC DL 10.0 PSFDRW HCUSR40815267024 �1�pOLANCE ,.A- ,. „s; 'e. or.. ",•iG-`Z-, . a,° ,.w,. J. e u.alTp^NUI IdI"R Bwpen,",. G . l� ",�..I,p.,,".� as . IIIIAn ♦w .. .. A7E BC LL 0.0 PSF HC-ENG KD/DF AN nW COM MNY din,eal,.ac,on 6 , f of 1.a rv„ 1. emfewn<e ,lm ANSIRPI a 1..1 foe .—dll-g. a°Ippl,g, ! % f'(Q' F P,.e�p TOT.LD. 55.0 PSF SEQN- 732991 .A-11"1, d,-'l�yfa1 uv;. a..°',_ 11",d:,''IS -1 ,°,iue'i iw"d. —m..11-d`:':v .. =."i::OR(0 DUR.FAC. 1.25 FROM AH Orlardy,fl, 32s37 Iw , , Sad , A—'.' w ,ad M MA4027R LI.W: ,,, "?`TA.; :.. .ere: `ICO'�„ °•g SPACING 24.0" JREF- 1VK7408 Z02 09/24/2015 (10347-/Model A Revised -- LOT 19 - A11) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense :T2, T5 2x6 SP SS: •T3 2x4 SP #2 Dense: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Calculated horizontal deflection is 0.10" due to live load and 0.24" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 3X6(A1) 5X12 s ........... ..... .... ««• Negative reaction(s) of -576# MAX. (See below) from a non -wind ft case requires upliconnection. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not 1 ,ated within 13.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL Psf, wind BC DL=5.0 psf. GCpi(a/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep incr factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [141 W4X10 S 2.50 SS0712 a 1.5X4 In 6X6 = SS0712 4X10[141 5X10 = I. DA4 III UAU = 4X6(A2) _ gE�P� 18-4-0 ' 1%5 28-6-0 I 12-0-0 I 11-4-0 1 4-1-8 I 9-6-0 I 7-6-8 I 46-10-0 Over 3 Supports «««R=671/-576 U=328 W=7.625" RL=343/-386 R=4615 U=1035 W=7.625" 0-4-3 10-0-0 -0-0 R=850 U=175 W=7.625" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 18 Gauge HS,Wave FT/RT=O%(0%)/O(0) 15.01 1 QTY:1 FL/-/5/-/-/R/- Scale=.125"/Ft. ••fIIRNl aa1•• Ram wm rouTO ALL xmRA TORS H LLOWS[HUHHHOI •• I6URIP - im SX THIS Y ANDFO TO dLL C NOTESONTHIS INCWHIXE THE IXSTLLLERS. OOp • •y.�•.!L TC ILL 30.0 PSF REF R408-- 11212 T r ue u, repo m ,re I. I,e.,ceai Io_,I .nlpel... In tail n° ... e :`Hcsl`m",.p,.gar., e..a . e TP, e.° naR'� 1.... �•"t TC DL 15.0 PSF DATE 09/24/15 .e ..Kt In,-,,`,, °;Yt�:.rm t re Par � ''Tc' o. 648 •E DRW HCUSR408 15267048 _ aPoa ''��.," �ea�e�"`. .` `:"` tines °:' ° e.`:' IR N�' i"Yerer * BC DL 10.0 PSF (p� � [[�� LSAlp:,.* y'Y�om b,v°Oen I 1 RH. R] e. uro.;',w �''a�� d .: n e`°`° ert`°'," r , co , ..e1 ° 4v`Jel t Hut°11,. ' I O I6HR-S r - .� n rinHalelna�. ,,,n,Hr PIn°..e. ,°en,. r°r.,,�.e,,,, °n re.° oo ° elms `. ATE ' �. : �� BC LL 0.0 PSF HC-ENG JB/DF An ITW Coeeralrr inea .v>�: m W 1= ,n ea".er.......m ..SVTPI T. r .e, .°,:�.l1nR. XmP .na. ; . t1 A b,,,InH -...... oo of A� l.�,F(OF2\OP`(•c1� ••' TOT. LD. 55.0 PSF SEQN- 732999 1 o°Il I. Arr Ian w Uel@°', Iloel R T: .ui,roft. Irddi one YM' vacepta ce a, Pfw :N .,�t„'e-i:'v VS/ �\ V\ ONAL DUR. FAC. 1 FROM AH 1d00 Lake Oralge ar., I50 1 H11Iv or a,. Rrloloo He1ger ryr Y.6 /TPI 1 s .¢. .25 U7 OM FL 33R3] Per .°r tnu J"e . �IRE,••.Imt,A .� SPACING 24.0" JREF- 1UK7408 Z02 R.coneoxlR -•-.w,n•t.°,,,.,r.,••- .e„ ; THIS 11WG PRFPARFn FRON MUPIn@ IWIR /InAM 4 nlu[uvnum euRIAI TCn " TDIICC nen \IVJ4/-/IVI0001 X KOVISC(1 -- LUI Itl - NILJ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense: :T4 2x6 SP SS: Bot chord 2x4 SP #2 Dense :B3 2x6 SP #2: Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the, installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 4X4 = 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. (2) 2x6x9-5-13 SP SS scabs at right end. Attach one scab to each outer face of chord with: 0.128"x3", min. nails m 8" OC, plus additional nail clusters at: BRG.: (3), heel: (5), 1st panel point: (2). 6X6 = 1 .5X4 mr2 SS0712 = 3X4 = 6X6 �1 40 Mile I Ue 3X4 =— 6X8 = 3X4— 6X8 (R) li 3X4—_ B3 3X6(A1) 5X6(A5R) a 4X6(R) III FE3PE 18-4-0 -1 - _ I 28-6-0 I_ 10-0-0 _ 1- 15-4-0 _J_ 9-7-8 _L 9-6-8 _1 46-10-0 Over 3 Supports 1 9-0-0 T K=USU U=Z4Z w=/.liZb" R=3676 U=876 W=7.625" R=1224 U=253 W=7.625" RL=296/-338 _ Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 18 Gauge HS,Wave FT/RT=O%(O%)/0(0) 15.01 1 OTY:1 FL/-/5/-/-/R/- Scale=.125"/Ft. ••WARNINGI"• REM Nm FOUR NL N W VIE RRNIAM ..'MOW" FYRNISX i IS OM.INn TO ALL WETM LORE INCUAMNG WE Jx UER3.00, e- • " S•� OO p:Y TC LL 30.0 PSF REF R408- - 11213 "R. NlppinR. I" [.1 . R� �. " tea ial:urA ,m..r.al.,:. .y',pl: uz`: arop. ,J�\ VV r' TC DL 15.0 PSF DATE 09/24/15 p�"`"� o. 848 DRW HCUSR408 15267049 •"� �"`� ' _ � " pr�°�^"^^ Y>a 'tanC,'C * 3 * BC DL 10.0 PSF z°ctlen, p�m R,.I . mme'avw��. p •ua a .. 11`wa x , • n[I m`!.a " ATE j BC LL 0.0 PSF I�IJ LJII 11 V I� m'O'IOe,. . , f 'T a,Ne,T �,�,,,� a o"pi ,� ,o,p�,,,,,, „r �,"„ o" .,,>. f:Ilum [, ull ...,. ," ...,. r u ANSIRPI'1, pr f..:..,,.li,W. row"v. • HC-ENG JB/DF SEQN- 733005 AN IRY COMMNY Im[.=c ion S Cr,a ln0 .f ti OR\OP,,••0 TOT. LD. 55.0 PSF A r.I ,n V:I. C.o l,p pr ee,.f pR. I LtIq NI. Groly. IMIe.[...1 .1p. pmO..IwI pu.Iblllp ,rLlr m1 dl aw •X�• Tn. velum u.E .°. .•• pr mI, ary my ..r .ro ,envtur. I. m p,• [lS/pNAl �6 DUR.FAC. 1.25 FROM AH zaml,N\[o�RNSFrn.,slm<uo '••p°"'b"'[>'•[^°°„"^'^R11,p^r.,a'^p'Iss.:. alEm., R 3]83] FL COA YR I]8 Fur s Ia — .1, Jm . Rm:.r.. r.. I... w— —b AIR IxE: ... �';t ml: ....w �"•[a.e: WrcA: "°., [terra..: racy... .ry SPACING 24.0" JREF- 1VK7408 ZO2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR „ let: 13B(Effective 6/1/201 Top chord 2x4 SP #2 Dense Bet chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 3X4(A1) _ I14-0-991 7- 5X6 5X6 _ 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. _ 27-6- 35-4-0 Over 4 Supports R=529 U=100 W=7.625" RL=431/-454 R=2334 U=416 W=7.625" R=1481 U=272 W=1.5" +10-0-0 4X4(A2) _ R=0 11=0 W=6.125" l__ a .tt . Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/0 (0) 15.01. 1 CITY: 1 FL/-/5/-/-/R/- Scale=.1875"/Ft. o IN nNnw mnnRwY 2400 Wke Olanse U., Suilc 150 ••rw FURRI ••RB,D wm FGTO AL xNTH OTNIs w&n&m ••IIWRmHf•• FURNISH THIS °MfIN4 TO ALL pp..S. RS INCLU OIN6 THE INSIRLLERS. Trvaxa r e artwmv are �n .e cicrt ing. 1 en 1p0 uI r C Ing �h<=.Ildl"a ° .m.,�;�: ';',pl.,e.> m`.�r so a °°�"°ro `�" .I's" "1d 191C m ' Lxvgtl71 nwn Wm .mr. In[ ce se W 1 ul do '" H` °. '° 1:� I "_:: '�°;; w°°'� po,l""". °�% R l.in9Ing Cwpwen a G.°up Irc. sn spmsl ° I .n' e°vl;I N MI51/R I°l °;..; G.;m;: e::(;"s °,,.`r I"..,. .. .°.I .°re°r �,..dIIM. Xropl°g. �p A",,.I o" t Iw d...IM °. e°vs. ww I1-1l ml. dI..IM. IMIu4. mp..rc. of I,....laul w01ti,.IK ...p..a.l llty ..1.1, Ia.,A...I..RIIIA„ .M r•..f fh,. d...IM f...M .R,K.=.. I. IeI I Iry °r u.. a.I IaIM m.Ig... p"r .11. 1 Ss.R. O� J• ••S1 •!y o. 648 • . ATE ,;� .F(OR\O?�a�" ...... G TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF REF R408-- 11214 DATE 09/24/15 DRW HCUSR408 15267050 HC-ENG JB/DF SEQN- 733008 DUR.FAC . 1.25 FROM AH ufiR FL 32837 MMA90278 F°r .° la .I ALPINE: •-- "':`TPI`°... ':�° +.=-. SPACING 24.0" JREF- 1VK7408 ZO2 9 4 015 THIS MG PREPARED FROM COMPUTER INPUF (LOADS & DIMENSIONSI SUBMITTED BY TRUSS NFR \IVJY/-/IYIV OCI -- LVI I`J - MVO/ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 5X6 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind toads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 3X4(A1) = oxb = — I'-O AI- 7 �10-0-0 .... I..2 ) CE 35-4-0 Over 3 Supports R=529 U=100 W=7.625" _ R=1481 U=272 RL=431/-454 R=2334 U=416 W=7.625" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01. 1 QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. Il V AN?W COMpWY 2d00 Lake Or+10e U., Swte I50 ••.AR FIRM•• HEAHIS HAAND F°ua. ALL � ON THIS LUMN. ••invrtrurt•• vuxxlsx THIS ox&.Ixc To &u cax7wmoxs mcwomc THE Ixsv\¢u. ry •ao, rqul • •rtr�Im� ein9 r:aq.^"m2 9• eeY Inrer.etl m. CY >P I'a RG; r • n, "°"" v: m..w'.x.e rmrt , "I —I I"I .,.. emvm. em•w..�IM�r a mb w 11 "` °"°`"•....... a.�v"n R e ... �`^ `n. i,c,,.t.�. �N. a,n..:: :t,.�..e p` w x•,"'.:m • vm".. m" .Im: "r In xw is"a c�.w"". • c.o„v iR. `'u �' �mu unu en x eraePno eem,eee r ewm..."rn •i er a. wueq, mipp in°. . p1 1. xl ::.r- ft — u.1 I ; I.—., I. dl—.,i s .N e::: Ht• N1 P-1.... : '� is ° ' xI11 Y .r tl ...dit m,Ipre. p r. ./1PI d S:... Op J • • S •Gt, #. • * ': ATE '•'LOR�OP.•,�4/ O� G SS/ONALiN TC ILL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF REF R408-- 11215 DATE 09/24/15 DRW HCUSR408 15267051 HC—ENG JB /DF SEQN— 733011 DUR. FAC. 1.25 FROM AH • Orlando FL 3U37 FLCOA#D378 e. m. I ,. J,A'. °e"e..1 w ,.. , �x#: °`xp l: ._.t,...... .°:.Fe.: ... ". IeC: :.. .., SPACING 24.0" JREF— 1VK7408 ZO2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 'a13Bn(Effective 6/1/201 Top chard 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense :B2, B3 2x4 SP #1 Dense: Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6(R) % 5X6--- 3X4 o 5X6. 5X6 62 3X4 = H0510 = B3 5X6 = 3X4(A1) 5X6 = 1.5X4 0 � 6 *10-0-0 3X6(A1) 1A—=5iE 7-8-0 3lE 27-8-0 1 15-10-8 1 3-7-0 15-10-8 i35-4-0 Over 3 Supports R=1348 U=337 W=7.625" R=1706 U=352 RL=390/-414 R=1517 U=537 W=7.625" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=O%(0%)/O(0) 15.01:kfil 1 704, QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. ••rAxxlxGi•• .EA. um Fmur. Au Ixr3cs IN Txls ..nnx.l Or, TO LL 30.0 PSF ••iworzrum• pu.xisx T11s o.anx. •o uc coxrxncrou mcw.ix. •x. Ixs*.ucu. REF R408-- 11216 ®�`�a: ;��s `:::.�::::(: �.. 'n:�:.: p,m y.. TC DL 15.0 PSF • o. 848 DATE 09/24/15 p � p u`"`e,°�°`• v� F _ _ ° * BC DL 10.0 PSF DRW HCUSR408 15267052 ` "` Apply ;'eN,:u"„„�,`°,„,` e • ' E F BC LL 0.0 PSF HC-ENG JB/DF �. . , . . in . i.e coo"o"T�e,: °<' :1 i .e ,.,om. .°...°,� .�� C AN n'w co.nonrry A"..a �e.m .'e. ... ��.. ww u.u,i. .. ..m. �mi�. ....ps... IT p,.ei....-. „ 11 s:°...... At1� TOT.LD. 55.0 PSF SEQN- 733015 Nl .AGNAlle�l'ti:%�u.'TI(e:p°Nr: A.;P�:.. I.z. A...1.1 .:•.1......ro.lt—1. S/ONALE� DUR.FAC. 1.25 FROM AH 24WU,0 ,De,Sww Ii0 FL COA 40378 'p°:`.pi �... ••.. v `� ¢c E... ..a SPACING 24.0" JREF- 1VK7408 Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DINENSIONS) SUBMITTED BY TRUSS MFR \IU.dq/-/MOOeI H havlSe0 -- LUI Is - HIUJ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T3 2x4 SP #1 Dense: :T5 2x6 SP #2: Bot chord 2x4 SP #2 Dense :83 2x6 SP SS: Webs 2x4 SP #3 :W10, W12 2x4 SP #2 Dense: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 1.5X4 III 4X8[23] SS0712 5 TU 6X8= 3X4 Special loads ------(Lumber Dur.Fac.=1•.25 / Plate Dur.Fac.=1.25) TC- From 94 plf at -2.00 to 94 plf at 13.87 TC- From 94 plf at 13.87 to 94 plf at 21.46 TC- From 94 plf at 21.46 to 94 plf at 29.33 TC- From 94 plf at 29.33 to 94 Flit at 35.40 TC- From 47 plf at 35.40 to 47 plf at 38.83 TC- From 94 plf at 38.83 to 94 plf at 46.83 BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 35.40 BC- From 10 plf at 35.40 to 10 plf at 38.80 BC- From 20 plf at 38.80 to 20 plf at 44.83 BC- From 4 plf at 44.83 to 4 pif at 46.83 PLT- 226.16 lb Conc. Load at (36.77,13.31) PLT- 503.62 lb Conc. Load at (38.80,13.31) PLB- 1929.17 lb Conc. Load at (35.40,10.04) PLB- 109.63 lb Conc. Load at (36.7710.04 PLB- 421.60 lb Conc. Load at (38.80:10.04 _.. Negative reaction(s) of -649# MAX. (See below) from a non -wind load case requires uplift connection. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [221 W4X4 2.50 L 1.25 [231 W4X8 4.25 R 1.25 [311 W6X8 1.25 R 3.00 8X8 (SRS) - T5 1.5; 6X6 M(Al) '= ono= 5X8= _• .11 4X4[22] SS0712 = 6X8[31] = 4X8(A8R) 2E�0E 18-4-0 ' - 26-6-0 -RAO L 13-10-8 7-7-0 7-10-8 9-6-0 6-0-0 j 44-10-0 Over 3 Supports 'I ... R=341/-649 1.1=75 W=7.625" R=5652 U=1932 W=7.625" R=2905 11=989 W=7.625" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 18 Gauge HS,Wave FT/RT=O%(0%)/O(0) 15.01 A,R` QTY:1 FL/-/5/-/-/R/- Scale=.125"/Ft. AN irw co mwvrr two L>Otl.dx&d. �sO XmFS a S INniMll II ••6'ARN LGN!RM IN AND FG TO ALL "IYPSxTAHr•• vunx isx WIN OxaxlNc ro uL eoxrxneroxs mawmS rxe INSTALLERS. •.dr.e. " r,",1....1". "•"dl: ."Ipplre ..: ."ded'"" " •"° acs1A [v. m"v c".w.."� s..A.r"i"r...,ua,: ev'Rpi . slid �..•r rop....l.•.� a p,opur y a .DID,"- pp. Apply : '"' � ° `dacell.. °"`'`� p.-Il, '..1,.dS1, : e - .:' eu•- 9'^''1" `�;..,:.". .h°ANx�..Pl 1.'. p a'T. �p ��g,";"9wI.g `" ,°' A -I m ul. °s IPS pr eo.•. NASA n.anP tit l..... p. IM ie.o. Ra UtR • nr pran.a pna .npinA.a nS . ,.IN llq -..I, III .. dri,i .. TI:. Aulub111R= A. ,IA..r uR d...l,q .Idly > .. aul Idx.d Dmlp,n, p.r ANG.//PI R s.<.. 0"zp • �� �/. •Y GEC ; * ATE 3m p FG OR\OPf''�c1�'� o0�s1f' • `y a ONAL ,dv°" '"w.,,,xlmumvtl° TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF REF R408-- 11217 DATE 09/24/15 DRW HCUSR408 15267060 HC-ENG JB/DF SEQN- 733043 DUR. FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VK7408 Z02 328ae aFL A 2278 FL COA MO2'!8 T•• •j•_ ^°•• P•°�• -•G: avius: ... Y:c,Di �... s�rna: ... � lcc: ... THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIUENSIONS) SUBMITTED BY TRUSS DFR LIU641-/mOOCI A KeV15e0 -- LUI IW - HIO G-YL Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T3 2x4 SP #1 Dense: Bot chord 2x6 SP #2 Webs 2x4 SP #3 :W8 2x4 SP #2 Dense: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 94 plf at -2.00 to 94 pif at 4.00 TC- From 94 plf at 4.00 to 94 plf at 40.83 TC- From 94 plf at 40.83 to 94 plf at 46.83 BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 44.83 BC- From 4 plf at 44.83 to 4 plf at 46.83 TC- 204.09 lb Conc. Load at 4.04,40.79 TC- 130.62 lb Conc. Load at 6.09, 8.09,10.09,12.09 14.09,16.09,18.09,37.74,38.74 BC- 159.65 lb Conc. Load at 4.04,40.79 BC- 67.08 lb Conc. Load at 6.09, 8.09,10.09,12.09 14.09,16.09,18.09,37.74,38.74 BC- 1420.99 lb Conc. Load at 36.40 5X6= 3X4= 5X6= 3X6[211 6 v '' 1.5X4 III 7X8 4X6(A1) t&-lIlE 1 , 4-0-0 R=1561 U=590 W=7.625" 3X4 7X8 = 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row ® 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [211 W3X6 2.00 L 1.25 [251 W3X10 2.50 R 1.25 5X6= 3X4= 3X4= 5X8= 6 3X10[251 �7X8= '--4X4= 7X8= ' I v 4X6(A1) 44-10-0 Over 3 Supports R=5139 U=2002 W=7.625" 26-6-0 _24 0 4-0-0 , +10-0-0 R=2867 U=1104 W=7.625" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/0(0) 15.01. QTY:1 FL/-/5/-/-/R/- Scale=.125"/Ft. /.-=LI LM NE •-rawlNGI.- READ AND, vmlA Au NOTES oN THIS murllel ••DDVIRAYT•• FURNISH THIS DRAWING TO ALL coXEMRONs INCLUDING THE INSTALLERS. Trr If a `.pe a ,';PI' NI T1.1 for 'Inam a g°a"r .u"' top 11,11d or, INLz , K FIr ��c.n, I[ - - a .GSANSIUTPI -, F� to I �o No N"`'e"` `- '. _ .;`""t " "'"Iw' o "r r, r : ;6- :"• -,-Id �� AIPIn .. , . Nba In e , mg D®v ".r : G .,.P r=. er ..,pa., . ra. . - a `\ e- Q �..:••• - S '.y v s D. 648 * * , ; ATE - TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF REF R408-- 11218 DATE 09/24/15 DRW HCUSR408 15267056 HC-ENG JB/DF AN ITWCOMR ]Alp Lake Olzw or., Suite 150 aGdo. Gtlll)]R OTlado.FL l,N a",..., ..I,".. to- Id tr m.. rt.., of f.r n. dI Irg. Ipolrg. a-luum A bracing er.... A r.l u" till, dro.Ulp or Porer pogo Ile'' NI, drilling,Indlee..eopUrce or P.IfNoA l en Al oro.- ry r..Pa•I eI Ity -1.., mr Na. d..lgo .n..r. Too ...C.bl ucy erg I=..f tSI. dr..Illg for .m .trrctRr. 1. rl...... 1 or teo a,Ildlrg Dmlgror w• ANSI/TPI N SoI.R. pi,^ye Nor. .oe ALPINE...- p le.cm. TPI, .. try t 9eWTCG:.... -..III h...: ob Itp. csslo..rg I: O•••.• IC P.•'•�I <oR10,.• �� �sl - ••...••• G S/ONAL�� IwmlaTl TOT. LD. 55.0 PSF SEQN- 736133 DUR. FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VK7408 ZO2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IVdvi-/mOOeI N Kevlsea -- wl 19 - DUO Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2 2x6 SP #2: Bot chord 2x6 SP SS Webs 2x4 SP #3 :W2, W6 2x4 SP #2 Dense: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS. TRUSS FOR PROPER ERECTION. 6X6 = 6 r 1.5X4 III 3X1O(A5R) IG2-O-0� 1 .5X4 III 3X1O[111 Special loads ------(Lumber Dur.Fac.=1.25 / Plate Our.Fac.=1.25) TC- From 94 pIf at -2.00 to 94 pif at 4.00 TC- From 47 pIf at 4.00 to 47 pIf at 19.00 �77 TC- From 94 pIf at 19.00 to 94 pIf at 25.00 BC- From 4 pIf at -2.00 to 4 pIf at 0.00 BC- From 20 pIf at .0 to 20 pIf at 4.4 _ BC- From 10 pIf 4 at 4.044 to 10 pIf at 18.94 BC- From -20 pIf at 18.94 to 20 pIf at 23.00 BC- From 4 pIf at 23.00 to 4 pIf at 25.00 TC- 204.09 ;lb Conc. Load at 4.04 TC- 130.62 lb Conc. Load at 6.09, 8.09,10.09 BC- 159.65 lb Conc. Load at 4.04 BC- 67.08 lb Conc. Load at 6.09, 8.09,10.09 BC- 425.10 lb Conc. Load at 10.94 Q, BC- 668.79 lb Conc. Load at 15.06,18.94 _ BC- 356.17 lb Conc. Load at 17.00,- JT PLATE LATERAL CHORD No SIZE SHIFT BITE [111 W3X10 3.75 L 1.25 [191 W4X4 S 2.75 3X4 = SS0712 = 6X6 = _16 4X4[19] III I 3X1O(A5R) _ 1_ 4-0-0 _I, 15-0-0 _1_ 4-0-0 J 23-0-0 Over 2 Supports 'I R=2417 U=960 W=7.625" R=2799 U=1117 W=7.625" _o I 1 1 Design Grit: FBC2014Res/TPI-2007(STD) PLT TYP. 18 Gauge HS,Wave - FT/RT=O%(0%)/O(0) 15.01. QTY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. 'BARN IxGP- HERE,REON THIS LURA`HGI •IYPoTH•• fuuxlsx THIS oMYNG TO ALL coxiMCTOas INCLUDING TNF INSTALLERS. J TC LL 30.0 PSF REF R408-- 11219 'Siy �'J F• DATE _ 09/24/15 1 NES.`O.. "- N.F.,"9..av���: a �.>`: "un TC DL 15.0 PSF nn,=nr,m n e`a`,',,.ro :e ''1' o. 646 DRW HGUSR408 15267021 :.`d, ;;�:,,. "`.E N� BC DL 10.0 PSF HC-ENG KD/DF G JI��� l �l� U. "• a x. -P � '. n.r U. • PL" ,. •�.P �.�s„ ••,91e P�o�•� ATE BC LL 0.0 PSF AK nwcomPurr e •in9 nr .• ..mex ,n Inn-ncn - YRIrtPI nr .nr n,ne M. ,nlpp Ing,un ra,:.�,.,I. >.".��....r">,o, TOT. LD. 55.0 PSF SEQN- 732822 •n.,,l .n NI. PAIR N..r� P. I I .. I..r„I1.1 II,And.M. Of ENISPrARNRAm..n o.FRI. nab°In..a,ic ,,. 1An l EIq.,I,IY .a IR..1.11 T, wr-Il. ,M M. NI.Cr.1 for .p .t r, 1.N oR\OP'a� 1f/ONAL'�G\ .Sy ' Itr.n- S.I.A.„x M1ulgmr w: ANS.II. I.S. DUR. FAC. 1 .25 FROM AH 24m lake CHAU, m. Sxile 150 SPACING 24.0" JREF- 1VK7408 ZO2 OrhMu FL 32837 F,rw l_, •io. Urn- ••e "TPI:... P:.Tcn: `�., ... FLCOAd0278 ALPINE: .,, NE! U9l1412IJn THIS BUG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6= 1.5X4 in 17U mph wind, 15.UU ft mean hgt, ASCE /-1U, CLUSEU bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge 5X6 = 4X4(A2) = 4X4(A2) L<2-0-0�J L�2-0-0.1 NZ 23-0-0 Over 2 Supports R=1495 U=560 W=7.625" R=1495 U=560 W=7.625" RL=216/-216 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/0(0) 15.01. QTY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. ������ AN ITW CAMRONY 3VD1 Wke ONn6e U., SUN, 150 °rF','"°;,;L. 28;' ••rARNlxcl•• RrAo AND roues ALL ions ON Txls owulxm ••II@ORIAYr•• FURNISH THIS ORiVING TO ALL LOMMLiOR3 INLLVpIXG iXE INSTRLLER3. `<a, . �:% >°7�f ;'+�I' a :�R; : 1�s1— µ�= ��'" � LG.. pee mu ,.pPnmp a I-- 4 " X�V°Iy(w �a, ,�•; ""°' Xi r L°e.. rg ° o.u.aea^e,usn`�i.•U 'Il we n...e �Pne. "nn�ypl g1en � X" �IIm,f1N• q �p p• Il�el np NI• ° •.Ilq. Ib la Y•.mpux f prvfx•Iw•i^�u^ I Iti °�'ar � % fM IX• nr •°1f-X�I°r •° °f ml• °%•�I°a ft' •m • , I• a '""R°^"e�..q °rin®a.l°ly e�G.e, w. Xllsl.ml. .x. `""'°°'` ° ""° RLpme .....Ip m°L..' .:°Trl ....w m.c.°,p . rrcn: "°...>e.lm...,r.°°•. Icc...,..l—.°.°,o OJo •SX �� • J R °' �B •_ * ATE A� • F P • •� o LOF(1� •a `sS/ONALEN TIC LL 30.0 PSF TIC DL 15.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT.LD. 55.0 PSF REF R408-- 11220 DATE 09/24/15 DRW HCUSR408 16267018 HC-ENG KD/DF SEQN- 732825 DUR. FAC. 1.25 FROM AH SPACING 24.0" JREF- 1 VK7408 Z02 _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. wsYi-nnoael N rtevlsea -- - lue Set: 13B (Effective 6/1/2013) Top chord 2x4 SIG #2 Dense Sot chord 2x4 SP #2 Dense Webs 2x4 SIG #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is.1.50. 6X8 Es 170 mph wind, 15.00 ft mean hgt, ASCt /-1U, GLU51:1J bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge 1 X00 +10-0-0 3X4(A1) 3X4(A1) 1�2-0-0,J L�2-0-0�J I_ 8-0-0 _L 7-0-0 _L 8-0-0 J F 23-0-0 Over 2 Su000rts 'I R=1495 U=558 W=7.625" R=1495 U=558 W=7.625" RL=260/-260 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15.01 JKO,1 QTY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. •'MAIm INGI^ Raw AND iouw Au NOTES ON THIS DRAANNGI vv O �\ " g`" g' TC LL 30.0 PSF REF R408-- 11221 116`DRfAYfv iYRX ISX THIS RIGVINL TO ALL COMMLiORL INLW OIXO THE INSTALLERS, O t r' n. V \ DATE 09/24/15 Te.'=' ` I =1.a'= ' >"i�m..'°.:id:: e', I . dd crcni .:",:.= '1n, TC DL 15.0 PSF �� ,i,. ... _ o. 848 DRW HCUSR408 15267020 ." '":�a°o =°11 bl . "A-R * �r BC DL 10.0 PSF d IPPI Apply PI I, "c tA9plp... aIlT.1� of"IT. G.."a "M,P—=,� �".` pcn • ATE r� BC LL 0.0 PSF HC-ENG KD/DF Wlldi,G t, I".y1M1. e•VI• „o eV as n evn.o,nance .ten Sil/TPIe 1. "r .nr n,wlnG. r.n9 , ••.t SEQN- 732828 AN IrW CO MPiNY pp G. I 1 w & Cry a erva,e,. AA.I9onl .",wvr Q ORk��� TOT.LD. 55.0 PSF to l,vcp, .nG pV, N tl,p en 1. dr IMIu .,;dAp[„w,. e..p,a.lel l lq —1.., br m. d—mp .A^�. TH.. I-b...w A. — . I. LIP—1 NG p. '.N' .,.11""dNII'."i' Is gAcy,L,(1l A '4 V •I/ ` OUR. FAC. 1 2a00 Late Ola�e 0r, 5wm SO Ipul r.. R.. Id„= Go,11111 ANSI .,PI , .25 FROM AH SPACING 24.0" JREF- 1VK7408 ZO2 auGdd FL I2887 m." M1, Jp..v1 .,p, 1p...., 1a .d,e s' FLMA90278 ... ALPINE: Iplroie. n TPI: m:wmrz :.�.. ICC:... THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. kpuj ],/nooel a nevi sea -- wI Value Set: 13B (Effective 6/1/201 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6 : 4X6 170 mph wind, 15.00 ft mean hgt, ASGt /-lU, CLUShU bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge a L E 4X4(A2) _ 4X4(AZ) -0-0�j L,2-0-0�j 1_ 10-0-0 -1- 3-0-0 _ - 10-0-0 _I 23-0-0 Over 2 Supports 'I R=1495 U=556 W=7.625" R=1495 U=556 W=7.625" RL=304/-304 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O°%(0%)/O(0) 15.01. 1 QTY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. ••YIARN IxGI•• AM H9 ronA Nl xOfES ON TIIs AGnxDI ••IwORIN"I NG!, TA Aw M To a L couns ON 5 DRAWI W THE IxsrRUE0.5. O0� J • ' SF•• TC LL 30.0 PSF REF R408-- 11222 ��np /�JL��� �� AN HW CDMMW 2W0 Lake O,f U., Swe 150 _"' a=,l` e: m , W 1' RM) " ar o 1: lib at"en ,.;::�� �- e r ecsl. "w`i.:, ..a ".. " .f a'B3�J6]'e `�10�n 'IA'Y1'*pvw e]�.c I. — Al :.- " u x.fo.`� ", J°w, z : • •'r L e:: • t t ... I �. , W W .1H ANS.IN 1 -Pm .. .., . ° ..(ire .f ..n„`,"',...,, ".,�, ..,.,"t.. . ,. "W. Po "g m •"w.l°en ml. If.n:lp er"w.r ww I l.tlq .1. a.wlry. IM Ie.U..mp41le. If P•.f...I wl �I�u.rlrq f. ,Ib I1t &II: y r:r u. eulx..xmm. TM .mt.misty ..e pw .f ml. mom. for .ro . — .r. 1. u I bI I Ity.f e:. IW I I. I.. D..IW p.. Axx I/ IT W... S. f 0. 868 q PTE f�¢ p�<'•C(•1F OR\Op•'C�Q' V 6` x S`/w �A„L� TC DL BC DL BC ILL T . LD. OT 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF S DATE 09/24/15 DRW HCUSR408 15267057 HC-ENG JB/DF SEQN- 732831 DUR. FAC. 1.25 FROM AH SPACING 24. 0" JREF- 1 VK7408 ZO2 owlet PL 12817 M MA90278 P.r ® Im, ,...,,I, j.b', g.^.I ALPINE: ,,, ~`TPI: r,. ylna[.or9: rtC.: THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUMMED BY TRUSS MFR IwVi-nnClael N Nevlsea -- wl Itl - oe. a-"' / Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Hot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads --(Lumber Dur.Fac.=1.25 / Plate Dun Fac.=1.25) TC- From 94 plf at 0.00 to 94 pif at 10.27 TC- From 94 plf at 10.27 to 94 plf at 12.73 TC- From 47 plf at 12.73 to 47 plf at 16.94 TC- From 94 plf at 16.94 to 94 plf at 23.00 BC- From 10 plf at 0.00 to 10 plf at 16.94 BC- From 20 plf at 16.94 to 20 plf at 23.00 BC- 2129.99 lb Conc. Load at 0.94. 2.94, 4.94 BC- 1998.68 lb Conc. Load at 6.94. 8.94 BC- 2193.06 lb Conc. Load at 10.94 BC- 2202.40 lb Conc. Load at 12.94 BC- 2196.61 lb Conc. Load at 14.94 BC- 3969.70 lb Conc. Load at 16+94 WARNING! THIS TRUSS IS NOT SYMMETRIC. BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. + PROVIDE (11) 0.131"X3.0" GUN NAILS IN AREA OF CONCENTRATED LOAD OPPOSITE HANGER, WITHOUT SPLITTING LUMBER. 4X4[8] 6 r 3X4 4X12(B8R) = 4X6(R)[7] III 3X4[5] III L 10-3-4 R=13272 U=3310 W=7.625" 6X6 = 6X6 5X6[12] �EIX8= 3 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row 012.00" o.c. Bat Chord: 2 Rows o 3.50" o.c. (Each Row) Webs : 1 Row w 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. 4" o.c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" 170 mph wind, 15.00 ft can hgt, ASCE 7-10, CLOSED bldg. not located within 9.00 ft from roof edge, RISK CAT It, EXP C, wind TC OL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0:18 Wind loads and reactions based an MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 51 W3X4 S 2.25 [[[ 7]1] W4X6 2.50 R 3.50 [12] W5X6 3.25 R 2.50 [191 W4X4 2.75 R 1.25 20] W4X6 2.50 L 4.00 4X4[19] o --l6 23-0-0 Over 2 Supports 3X4 a *a-o-a 4X6(R) [20] III 1 .5X4 III 4X10(A8R) R=9922 U=3307 W=7.625" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 16.01. QTY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. ••rARNINDI•• READ AND NG TO ALL Imes TO THIS IxwNcl ^IlamgMT•• PXlsx lx is oMnx4 TO RIL ca xrGcroRS Ixcwol xc THE A- OJ • /y TC LL 30.0 PSF REF R408-- 11223 1. r`1-. 5,. DATE 09/24/15 .'. • scsv`iem Inl,',s' ce,.',e`.',- s'. Dy'm u)`� :"-1 I'' a� TC DL 1 5.0 PSF ^ I a 4 `^ DRW HCUSR40B 15267007 Zd a v = 1 '•�_-. -1jg=a`..: ' -i...E -.1 p �'�' uvm #, * BC DL 10.0 PSF ALP1,1ro. Ccul l,. eA ry EM_E IM I.- , "" "° d••,•.e , w,,,, Iro. N m ,.,,•",,, "', �, e w w4� BC LL 0.0 PSF HC-ENG KD/DF AN ITW COM MNY �- : z�e��e['i'"'n E ecng otl'[ e93ro ery a n c""1".aenw •IN 114 I1 1,1 1. ar r,r n,Ml Irp, ml„Inp. • �/ �ic':bGOR\Pp''rC\�' TOT.LD. 55.0 PSF SEQN- 732939 ."r.1 -."1, dreaq ur e,r,r pp, N•u ny u1. drone. IN 1,.u, Ee,ta- °r 1-1 ..1w1 ry1:r.1ry Fsf • , y\ DUR. FAC. 1 FROM AH r••pw-'C i1d .eb�Y r•. m. d.•1 p1 Nwn. Tm ., bad wty ,M v,• dr an dro llp rdr .ro •r dedY.• 1• •^'H�"1e111[y a,11d1.y D-1, Au1m1 1 sa.a. S/ONALE� 2,I(* a eomoBe Dl. SmW I5D .r ,.r .25 SPACING 24.0" JREF- 1VK7408 ZO2 CTIa FL 3283] lei. ,ee , lm „A.. ALPINE: '°"`TPI:.•• ".IED::.. MCOA40278 .-• THIS DWG PREPARED FROM ODMPUTER INPUT (LOADS & DIMENSIONS) SUMMED BY TRUSS BFR (IU39/-/mooeI A Kevise0 -- LUI Itl - aUbA) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bet chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/24O live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 = 3X4(A1) _ 18-0-0 Over 2 Supports R=1023 U=370 W=7.625" RL=195/-195 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edgF R=1021 U=369 E � F Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01. QTY:1 FL/-/5/-/-/R/- Scale=.375"/Ft. ••WARxINGI •• Raw wm Four. ALL emras oR THIS DVIVWI "IYIO.RNIE" IMISX 79I5 mUIUM. TO LLL C4N@AC .. IKLYOImI TIE IMMUEM. • QT ' �,(� TC LL 30.0 PSF REF R408-- 11224 ' �J s R DATE 09/24/15 . I ""`YS'sPie.I�ei�9 (. ..1..y"1:..'",.�..�.': a 1.: 1 In.) I , _: > , �. "u"I.,, TC DL 15.0 PSF `"i... -p.w..:. moF , acsF. n.w �r O. 848 DRW HCUSR4O8 15267037 m '9 "=: ' , ' °� v` �' cl °`p,r � ° 'k : #. BC DL 10.0 PSF //gy�pp � pp........ /.-=1JI�M FE� .......... M,I, placed` _ .�`Je..0.....m.....'" . maI e:..r ..�. i� v. I°i"g gyp..,." ,.p .e a ATE °. JC BC ILL 0.0 PSF HC-ENG JB/DF AN nW MMMNN e:i ;.. ep N A?I I. p."1, ar .er 'une ilnp. "nhippl...m ° ,w11:.7.; . e :.1.....�.;�.. '"„ •""'"`° "' l o FCOR\P,P'�� TOT. LD. 55.0 PSF SEQN- 736105 ."rn m NI• a.olp °. emr wO. NRllp NI, awlry. IM Ie.w —pum. °r p,^m,Iwl �glpwrl,p `f!_ DUR.FAC. 1.25 FROM AH ,.,pvi.I ell Iq ,.I.IY br CM M1pn Nm. Tlw ull wlucr ,II! u., °r tIII. awmv 2"IGmDrS°Ve . ml„IIr III,NIRI I .r. SPACING 24.0" JREF- 1VK7408_Z02 Drl,L 3281T . rrin.11,I e.r ." Ia uI, J.°', surer. .r° nlsillE:.....roln"L...A`mI'`"...w",�.,rp:.:""...,°.Im.,.rr.c,•: Ia:':... Lc,.,....p TNIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. -/Model A KeVISee -- LUI Ia - Set: 13B (Effective 6/1/2013) Top chord 2x6 SP SS :T2 2x4 SP 92 Dense: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 ':Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.422' :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.422' Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 170 mph wind, 15.00 ft mean hgt, ASIDE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Special loads ---(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 94 plf at 0.00 to 94 plf at 4.00 TC- From 47 pif at 4.00 to 47 plf at 14.00 TC- From 94 pif at 14.00 to 94 plf at 18.00 BC- From 20 pif at 0.33 to 20 plf at 2.64 BC- From 10 plf at 2.64 to 10 plf at 15.36 BC- From 20 plf at 15.36 to 20 pif at 16.34 BC- From 20 plf at 16.34 to 20 plf at 17.67 PLT- 205.06 lb Conc. Load at ( 4.04,12.31), (13.96,12.31) PLT- 126.38 lb Conc. Load at ( 6.09,12.31), (8.09,12.31), (9.91,12.31) (11.91,12.31) PLB- 144.37 lb Conc. Load at ( 4.04,10.71), (13.96,10.71) PLB- 58.85 lb Conc. Load at ( 6.09,10.71), (8.09,10.71), (9.91,10.71) (11.91,10.71) Calculated horizontal deflection is 0.15" due to live load and 0.19" Bottom chord checked for 10.00 psf non -concurrent live load. due to dead load. Deflection meets L/240 live and L/180 total load. Creep increase JT PLATE LATERAL CHORD factor for dead load is 1.50. No SIZE SHIFT BITE [ 61 W4X8 5.50 R 2.25 Laterally brace Bottom Chord above filler at 24" oc, [ 91 W1.5X4 S 2.50 including a lateral brace at chord ends. [22] W1.5X4 S 2.50 [251 W4X6 0.50 R 2.25 5X6 = 1 .5X4 III 5X8 = - s 4X8[6]s/� T2 4X6[251 0-4-3 ini u 0-4-3 0 -1 .5X4 III 3X8 = 1 .5X4 I9 � � �10-0-0 1.5X4111 1.5X4[22] III 2X4(C5) = 1.5X4[9] III 1.5X4 III 2X4(C5) 4X4(C5) = 4X4(C5) 3-8-0 10-0-0 3-8-0 1-4-0 -11-1 12-8-12 -11-1 1-4-0 18-0-0 Over 2 Supports 'I R=1409 U=557 W=7.625", R=1467 U=580 W=7.625" (3:(553" Effective Contact) (3.653" Effective Contact) Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01. QTY:1 FL/-/5/-/-/R/- Scale=.375"/Ft. ••®mwlRGl•• RLw am T. Au tiorLa w Tnls OWJINGI ••IIOORENIf•• NNN ISN THIS GR"tING TO RLL WMIALCTOPS INLLVOING TIE 116TRLLEPS. O ;•!••' ' 'S,'�y4y TC LL 30.0 PSF REF R408-- 11225 v DATE 09/24/15 >")n. . ,P e�y`o.: TC DL 15.0 PSF ^ aUi, T.r"� _ "° 1 h=j , iv ::m e m `,�,'" o. 648 •z DRW HCUSR406 15267058 'I'll a°�P • L°..aa, �"i:: "'(° °.:`°' °` v`X `.�� r°: °".e``` `"°"-_�`°"`"'� we Nde °, °. . N P,. ` #, * BC DL 10.0 PSF HC-ENG JB/DF a �] �p� �I C N,;a 1 ` -% ,�. A °, z " . .-'�,11-,; . " : °" i ATE {� BC LL 0.0 PSF !,N nW CAMWJJY I e aw a ° ."zz"z,e,u,n n mnro..vncv . m .11Pl 1.•e.°"e. Lvnd . �wiwlro (°;�I %" �: TOT.LD. 55.0 PSF SEQN- 736113 »vl m Will arelnv / I- P I lvu,q UI. dsl I,tll° u..°e 1[ ur P•^rva ma .,plti Iry �',••0R\OP'���' SS/ONALE�G DUR. FAC. 1.25 FROM AH . ..Pm.lel l 1p v°Ivly f°, u. Ti,," .1,,.,. ,v W IrvCll ld.d ul. d,_Im r°..,,,„ I ..�,...:. 1, 2 NNLYs ON, N,SuiRISG Pwlel llp .r w N.,Ilal.y v®IN.". w, LMsI/IPI t sc.z. 4�dN SPACING 24.0" JREF- 1VK7408 Z02 - ol. 1, L ". ,a 'i°° "°'°' 'lc PtP IHE: v.,. vlp lnalv.cw.c TP I: ,,,.[PI c.° 91YECA: ,•,.z41Nuz[. ti-11 I b s,,,.lcc,vrc.°.a THIS OWG PREPARED FROM COMPUTER IRPUF (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L wa�.-/I.V"CI nevlsen -- - .IT Value Set: 13B (Effective 5/1/2013) Top chord 2x4 SIG #2 Dense Bot chord 2x4 SIG #2 Dense _ Webs 2x4 SP #3 :Lt Slider 2x4 SIG #3: BLOCK LENGTH = 1.422' :Rt Slider 2x4 SIG #3: BLOCK LENGTH = 1.422' Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 71 W4X6 4.25 R 1.50 [10] W1.5X4 S 2.25 [261 W1.5X4 S 2.25 [281 W3X6 1.50 R 1.50 Laterally brace Bottom Chord above filler at 24" oc, including a lateral brace at chord ends. 5X6 = 1 .5X4 aG 6 r 4X6[71 3X4 2X4(C5) =1 •5X4 ill 1.5X4[10] ill 4X4(C5) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member "'MZ design. Calculated horizontal Deflection is 0.11" due to live load and 0.14" due to dead load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. ULU MWFRS loads based on trusses located at least 7.50 ft. from roof edge.. "tom 9F �6 3X6[28] s 4X4(C5) 3X8 = *10-0-0 1.5X4 = 2X4(C5) 1 .5X4 III 1.5X4[261 III 1<2-0-0�j L< 2-0-0>j 6-0-0 _ - 6-0-0 _1- 6-0-0 E T T 12-8-12 [ T 1-3-8 1-4-2 T-4-2 1-3-8 - 18-0-0 Over 2 Supports 'I R=1224 U=457 W=7.625" RL=222/-222 R=1224 U=457 W=7.625" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(C) 15.01. 00 QTY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft. d AN Mr 00.P `Y 340G Lake Qvn,M 32w1e 150 OULC FL }2$J) FL COA Y03I8 xE IpsULRL[ERIvsr. FURN!ONTHIS OWING TALL coxrWCxs IS G THE T, uraaa reryl•.•vIxFoar®urt ivARl1 InNGIv ".l uREtA wNm"sFMO lW l Mlwpp lFr,p. ax nTHIS l UWm1xYGl u artl I v.I elan �`dCS,`(�ullinns da.pv.un: Aro"I—m.,aum, I,... neq`:.n:r.. �p�raaic�ry mvp:-a.s� m G 1 ur. Inru Jvr, — Vr Idv to �r. r� ° m� e^r vW sera11 " °`"°"Cd;.""'° "`""""' `" °`"'"° "°' "'""' °`°°"' efrtalane .,."Fn,.,nent I.�r. o< f Alvinv, a dIr ar„.. m �IIdLgIcaF=.rn , cr."R Inv. M ,a „ r ....nr.n„i °n :a°a e: A G..f...r er".`,"`. '"r, n t;n .r...aa a v „`� u RRVID11.`.r rr re. °. Arw.l on t .. do .fI; d,elda.r wo. Ll.m"o Nb drr.l,. '..A.t.. re _ er PrdM1ul wl �p llwrl opm. mll lty .°l awr mr m. dalpn ."an. TM .e n.°ulty .nd — ve ul..r Il O br .w .ermtv.. 1• "°11 v. d I ldln ool=,a. Mr ANGI/ l 1 G—.:. Fnr ter. Torn.. Ien r.r a^ re a,ATCA ..e •L°lxE:-•..Iw.nit..vs `TR I:....ew t.ara: dru:.`....d.Indn,er„.m: me '.... i.....r.a.d •J.•♦ •� V'La• o. 648 •• F P ••4R" �OR`O• •�\ aFs'S/ EC�v ^w ONAL TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF REF R408-- 11226 DATE 09/24/1 5 DRW HCUSR408 15267038 HC-ENG JB/DF SEQN- 736129 OUR. FAC. 1 .25 FROM AH SPACING 24.0" JREF- 1VK7408_Z02 09/24/2015 THIS DM PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBUITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 Dense: Bat chord 2x4 SP #2 Dense Webs 2x4 SP #3 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.422' :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.422' Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 71 W4X6 4.50 R 1.50 [261 W3X6 1.25 R 1.50 Laterally brace Bottom Chord above filler at 24" oc, including a lateral brace at chord ends. 6 F- 1 .5X4 = 4X6[7] , F 1.5X4 III 2X4(C5) 1 .5X4 III 4X4 (C5) 4X6 = 4X4 -- 3X4= 3X8= 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.12" due to live load and 0.16" due to dead load. Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge -76 1. 5X4 = 3X6[26] *1 0-0-0 1 .5X4 Ni 2X4(C5) sK 1 .5X4 III 4X4(C5) _ L� 2-0-04 �< 2_0_0�J -1 B-0-0 -1- 2-0-0-1— 8-0-0 31 -3-8T1-4-2[ 12-8-12 11-4-211-3-81 18-0-0 Over 2 Supports R=1224 U=455 W=7.625" RL=266/-266 R=1224 U=455 W=7.625" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/0(0) 15.01. 00 CITY: 1 FL/-/5/-/-/R/- Scale=.3125"/Ft. //11pp � p /�JL��OII �I� AN mw corna..ry 3J00 L°ke 0rar�8°D1., Suile lsa °N'"&FL"8"'„"° FL COA YO EIB ••wwlxal •• READ Eauw Au. NOTES ON THIS Dxulxsl ••II&nmw+r•• ruux�sx is °R&Nixc 10 ALLcoxm&e*°us INCLUDING UK Ixs*nueus. ..",.,.. ,,..r,.,,. ,�� •,i1 .,,. ;"">',o� :� ;J,:11 tiro•"";. rr �.,..��,,, ,::�:`" .�."p.�� �'oa�m �^r "'°` : � .°.a =, �.0 m. .n� ..' a ,'q. �. e. .a:m"Poc �`,e �°P;.°1�.. , DID e,:' . ^�" �°.,.`(; a �f: 1 ,�o` �;, ..,. r ."; �aa.... I. or in x�as �.w""".. Dr., i,... .nr ."r ra w,. .. ."u. �.. .,u,. �., s,..., . am •xsinPi ,...... .1N. .niwins.ATE °:"';..,..w°.. .,",,,,. ...Pm.ieiiiiy :°'i iyro: m. ae1e+.x'=`.'.N �.'°,iue'�1iq N'cat- ::: oi'u°i: e:.:i.�ie: .ro � �°a'' .'i: ° unixe: ... •':`rv� ... ;'"°"arc&: JG •� ' Slc D. 848 1 •• p p 0� FSS��NALENG\� TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF REF R408-- 11227 DATE 09/24/15 DRW HCUSR408 16267039 HC-ENG JB/DF SEQN- 736121 OUR. FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VK7408 Z02 09t2412015 THIS DWG PREPARED FROM COMPUTER INPUT (WADS A DIMENSIONS) SUMMED BY TRUSS MFR. ,S1f-11noael N nevlsea -- wl ro - ue Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 Dense :62 2x4 SP #1 Dense: Webs 2x4 SP #3 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.422' :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.422' Lumber value set "13B" uses design values approved 1/30/2013 by ALSC (a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase _ factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge Laterally brace Bottom Chord above filler at 24" oc, including a lateral brace at chord ends. 4X4(R1) o 6 r 1.5X4 - 4X6[7] o 3X8 [" 1 1'.5X4 111 2X4(C5) _ 1 .5X4 III 4X4(C5) _ 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.12" due to live load and 0.16" due to dead Ioad. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 71 W4X6 4.50 R 1.50 [221 W1.5X4 S 2.25 [241 W3X6 1.00 R 1.50 6 (a\1.5X4 3X6[24] 5 10-0-0 1 .5X4 10 1.5X4[22] II14X4(C5) 2X4(C5) _ 2-0-0�j L� 2-0-0>J 9-0-0 9-0-0 1-3-8 1-4-2 12-8-12 18-0-0 Over 2 Supports `1 R=1224 U=454 W=7.625" R=1224 U=454 W=7.625" RL=287/-287 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O°%(0%)/O(0) 15.01. QTY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft. ••iNW ••IIWI(FNIF•• READ MF0uA1WES ON THIS oMnNI FURSISH THIS °RSrIT°LLSTU IHCWOIXO THE MSTLLLF➢5. JG a•SaTC LL 30.0 PSF REF R408-- 11228 ..,n... ..[.w, .... 1" ...IPpI",. e t 'J F•• TC DL 15.0 PSF DATE 09/24/15 N m eI °C51 0uI1.In0 C�rna t Sv fvtY"In fatvvtl«. of 1PIla =IG) f Y pr�actic«f Ina[nl lets W [u vry C t °C51. ven leaa[n avatpra.a�lY 1.cl,m-1-.l ..[.1,� «[em tly v t v. o, 846 11 _ 1 .ata[Saa.. .at p.•.[a ; ra, af. s ps i BC DL 10.0 PSF DRW HCDSR408 15267040 . , plow ,l.t« .�°«e «ry r n.l l d .Aml e]evw° •. of In"e.11.lna ,xnR-1. lika.nn • .-I. - .nyaa )i.• ATE BC LL 0.0 PSF HC-ENG JB/DF AN nW COMMNY I a[al velen 6 a Inp of eId tuaa n cm orvaxe .I[X AN51,TPI 1. tat at « ry, n pP n9. •t• An«a9« ul. d-HIS.r"c.Y.r^ e. I tlue ell. .f..l,p. lX.m.«...«p« a..f p %aana F<OR\OPG�a�' TOT. LD. 55.0 PSF SEQN- 736124 t.w=Lm 1., «Llr 1.1 t,,. a on ..e.n. m. .mt..n ler .n. I,« .Y enl. «a.e f .ro .[ .f. 1. en SS/ONALEN l DUR. FAC. 1.25 FROM AH iADJ I.T%t Q°IIMe OI. Suil2$0 al.l lley a nr Bul l.lp Mlymt per ARl/1Pl 1 Saa.:. , Od'"d° n' 32817 J.. a °`:,u "" "n.°a;°b' SPACING 24.0" JREF- 1 VK7408 Z02 MODAN02M IME: ... a.al erg 09/24/2015 THIS OWG PREPARED FROM FAMPUTER INPUT (LOADS N DIMENSIONS) SUBMITTED BY TRUSS MFR. k w - sea __ _ vvJ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 Dense :132 2x4 SP #1 Dense: Webs 2x4 SP #3 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.422' :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.422' Lumber value set "1313" uses design. values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 61 W3X6 5.75 R 1.75 [10] W1.5X4 S 2.25 [221 W1.5X4 S 2.50 [231 W3X6 6.00 L 1.75 of Laterally brace Bottom Chord above filler at 24" oc, 4X4(R1) including a lateral brace at chord ends. 6 F 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.16" due to live load and 0.21" due to dead load. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge 6 3X6[6] oX4(a) (a)2X43X6 4X4(C5) _ I 1 1 .5X4 III 2X4(C5) = 1.5X4[10] III 4X4(C5) IU +10-0-0 1.5X4 III 2X4(C5) 1.5X4[22] III 9-0-0 9-0-0 I 12-8-12 1 1_4-PT 1_3_81 I_ 18-0-0 Over 2 Supports 'I R=1024 U=369 W=7.625" RL=195/-195 Design Crit: FBC2014Res/TPI-2007(STD) Nfop —1d ECS IW . R=1019 U=367 H=H1 PLT TYP. Wave FT/RT=O%(0%)/0(0) 15.01. QTY:1 FL/-/5/-/-/R/- Scale=.375"/Ft. ••rARrJlxcl•• xFJw "Jm Fauw ALL xorEs ON Txls oxulxm ••IMPDmnxr•• FURNISH MIS ox4®ixe to "u mxrxneroxs Ixawlne txe ixstu.Lexs. *^" =^a. 9 �^ � s;; x^ JCS �y Q 8 TC LL 30.0 PSF REF R408-- l 1229 09/24/2015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ( JU34/-/moael a Revlseo -- wi is - u4 J Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP H2 Dense Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. �— 2-0-0� 4-0-0 Over 3 Supports R=480 U=165 W=7.625" RL=145/-76 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLUSEU bidg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.1B Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=131 11=73 12-0-11 2- -3 10-0-0 R=67 U=15 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01,1 QTY:18 FL/-/5/-/-/R/- Scale=.5"/Ft. ••iMNINGI•• RFAR Nm `°"°' A111016 e, TM's OM\ING� ••IxvpRrw.-V amxisx lRo AW FO 10 A U C TES MBs mcwoma I Usuurns. S J' �•4L O $ TC LL 30.0 PSF REF R408-- 11230 v/ \� T. ���� �� d"['� AN nwmMMNY 2400 LeLe Orange p., Suite l50 ,`ia� ai 9 �P =� 1:.e ,:tin°,',: by III III Viui') "I:.R V`""'"Ppl "' `"'"° ° °°" °„ "°� „• e tu`Je nt6Yet 1. —1*' aU xAp.pI-fl, n a1166A-2 — seen " it mz, M1u b. a .e )"; t."ems . „°1� :�,f;�:M; :iunax:�/,P� 1, e:° o:'ne�(��;6° o1-1" 9a a :"a... , ,... P ..... . P .. A ..wm.emw tl•x .•. t,a emm •6.... 3n. .mueuiq w ,w o, mi. a...mv nr =n .vKw.. i. f.+m�+uN ,tY of w m„a., m .,r P°, uui mi 1 6:.z. y •i R ATE :� •'c[OR\OP,,•`�1�T' FSS/pNALENG TC DL 15.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT. LD. 55.0 PSF DATE 09/24/15 DRW HCUSR408 15267076 HC-ENG KD/DF SEQN- 732793 OUR. FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VK7408 Z02 Orlando FL 32837 FLOOAM0E78 �. Jm . n°•°.., ro •e .w °w — .m ALP�REem `�„".t.°.P:.rnA t.y.tm:...!— THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS] SUMMED BY TRUSS MFR ( IU54/-/M0OeI H Kevlse0 -- LUI IV - J46 J Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 170 mph wind, 15.00 ft mean hgt, ASIDE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT.II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0;18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 1:5X4 iil C4 *12-0-0 +10-0-0 2-0-0 —' 0w0 4-4-8 Over 2 Supports R=487 U=127 W=7.625" RL=141/-112 R=232 U=77 W=4.5" 7 Design Crit: FBC2014Res/TPI-2007(STD) ,m PLT TYP. Wave FT/RT=O%(0%)/0(0) 15.01. 1 QTY:S FL/-/5/-/-/R/- Scale=.5"/Ft. /\ Q�p��� AN ITW COMMNY taro take Crznv or., State 150 Orly &.R 32837 FLCOAd0278 -•raRxlxG1••ReapRAem2MEAuImrLsaTxlsO,,VIIKI ••IwnRrnxr•• suxxlsx Txls ,exnx, 7, uL c,xmecr,8s mawm, 7xe Ixs7uLexs. .dxaaa to o"d^ •x«I 2 Ind, • .. . ad a.`°;n(' °" ,d:; - s:1I. -1d.-1 b-Id'= Gi`: "' ro m Patin ln911 axvw`P•vR ane �"Ivtu w varyacF r 9<sl. °Un leaa teC r ° ' °i��:� • a ro`)e„ t: P a.at µ:-o-.:d„ . , � w `.IPlaa.adl. �ng6;,a„°" x• .�.' ,;,,;n ;°;°a�,`t,�,�a ain to laiaelm f° .eei n9 eaiuvvos tuxa n can rotmne° .Itn SIRPIa1, "r t"r he 11I,. an 1ppin9 A dd.l dx v,l..1..jdq a db... P.,d Il.dlp NI. d—.1. I N,t.,=.a d I.•Padvlbnity .el.lr for w dul,x .xa.l. w..muel� i,":nd 1=. x —. .'ro. .v •i.��°wl' :'i: u I b I I Ite. If "�• xa IIdled "^ „er can aN I/ .. .. ra, as Iaa , uIa J, , _ x� m I'd u,dxa ALP..Ee-•• '""I.:dd•.tp1..t.ar,..m:::. x:ry.edd:.° dr, 00 J• •S�iy • O. f!'IV • * ;• ATE •+� Da(y ss/ONALE� TIC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF REF R408-- 11231 DATE 09/24/15 DRW HCUSR408 15267019 HC-ENG KD/DF SEQN- 732800 OUR. FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VK7408 Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. L TUJ4/-/mooel A KevISeU -- LUI IU - J40 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense :Rt Bearing Leg 2x4 SP #3: Lumber value set "136" uses design values approved 1/30/2013 by ALSC (••) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Special loads -- --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 94 plf at -2.00 to 94 plf at 4.00 BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 4.08 _ TC- 204.09 lb Conc. Load at 4.03 BC- 159.65 lb Conc. Load at 4.03 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Czn anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. 1 .5X4 III t2-o-a 3X4(. +10-0-0 2-0-0-IL r 4-4-8 Over 2 Supports R=507 U=229 W=7.625" R=502 U=183 W=4.5" (1" Effective Contact) Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01. 1 .-QTY:1 FL/-/5/-/-/R/- Scale =.5"/Ft. "IMRNINGI•• SEND µv Fouw IML NOTES, of THIS DRAMORCH • • �y TC ILL 30.0 PSF REF R408-- 11232 ••IIWum.. FORM! THIS DPinwE TO SILL CONi11.CTo s INCLUDING THE INSTALLERS OQ .J S Scsl`He. _ '"'' '" °'�' ' TFJ - �.;r— I S P`"ro' F` TC DL 15.0 PSF DATE 09/24/15 IF ' I.. "1e: rN rigid :, m °e e:`K ae uG o' e * BC DL 10.0 PSF DRW HCUSR408 15267008 d��� ere 93. D7 ur MO. vpp MFI — t IT .A. I— D...e.. n .d.d ..a ,.I.. rS. 3• µ.e1- nr ... ." . .... n® ,IP„�, 1 F.. .., a F: .� ,., �„"�„„�"s`D..F.",,,�, Dr�,P �„�.'�„�� N. ., Ia, �. ATE e BC LL 0.0 PSF HC—ENO KD/DF AN mW COMPACIV , 1 I r..Pd..I ,d . slrt.i .� ."I I� . idt.- III r..1, .1 �„"'" ""' " ""'•"r.."...I ..r .r .. ".. PP IF .17 4i O,T'• ,/•�•'LOR\OP•,.•`a�FN TOT. LEI. 55.0 PSF SEQN- 732810 "I, dr..Ing Ibl— NOdRSN .. P 7...Awl MRSIONi ♦ wI m ul. 1—TS or —re MN I Imo. T"..mi D NFRI ..... ul. r..Ire Tor ..,, .. r.Lu � "[Iq .Id rvz�alClllcy "LWS Wi Idl �ae�D..r $OC� [SrIdSiW .S/O A DDR.FAC. 1.2$ FROM AH a4.MdO,FLr.3 Sutic ls0 Ndr SPACING 24.0" JREF- 1VK7408 ZO2 — Damn.' R I u... x dil TRI: •jy= ...r•I F^ nmlwE: .....IOI..I....®�TF I: ....d.l ...ra: rtcn "�....e.l m..drr..�: Ica '.... m...m..re THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I VJ4....00¢1 J 1 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 170 mph wind, 15.00 ft mean h9t, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 94 pif at -2.00 to 94 pif at 4.38 BC- From 4 pif at -2.00 to 4 pif at 0.00 BC- From 20 pif at 0.00 to 20 pif at 4.00 BC- From 24 pif at 4.00 to 24 pif at 4.38 TC- 204.10 lb Conc. Load at 4.03 BC- 159.66 lb Conc. Load at 4.03 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. iNWIE W 2-1-3 12-0-0 UDR.) c`!III 2-0-0--�jI— r 4-4-8 Over 2 Supports R=536 U=240 W=7.625" R=522 U=180 W=4.5" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/0(0) 15.01. QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. ••WMNINGI•• REM N0 FOLLAml NpF6 ON "is DMINGI ••IRgsFYR•• FMNISH THIS SPARING TO ALL CONNECTORSFH INCLUDING E INSTALLERS. ° ' °at�° �J n°°/y TC ILL 30.0 PSF REF R406-- 11233 °.,� DATE 09/24/15 I. ' F.°,Tut I °` I"'. e.Fdp d.w er'eOCcsl`(e� m.e Rm� amey"R e;°TPI'e vu) ..... "Ina[.I "um TC DL 15.0 PSF /\ / \ mn.."v r evv �d Fv1cP '�La..i°">° _ 0. WV DRW HCUSR408 15267010 It— 11 o.;` o: ,:`�:(" °`;;�•'° e";; i.ie: dt ddtre e :; si :m ` n ° �°.,,. �. BC DL 10.0 PSF d ❑I I� _ APPIN .e:` vI` .Idld ".° ...,.�° —Ill. Pdt °,d.tl,e*I IGIIdtz a ..( .^ �P'aelPd,n it°.. `AmI"d�`.Rd" e�dITR e„I1.1„R caaPdd,.It, G—up Inv. °I,. ,d,PdI , ,d, ."N dd„I ,°.. * ATE BC LL 0.0 PSF HC-ENS KD/DF AN ITw COMPANY N ANSI/TPI°1 ;;:1a� A ;"`G",;";:;,,,;. •"„ "`"""`•""`"•' ."• "• '^N• IwI 9. °: O.. <OR\ I.. TOT.LD. 55.0 PSF SEQN- 732805 A"r°I aa, Nlv ° wlq.1 vevvv IIN�tIq Nlv °vv.l q. IIId l�.4. vvepe°ne e' s.l,q 1L 4 OUR. 1.25 FROM AH ypv R FM,IwI r„, I°I1lq Ad I..Y W' tx. du R" TM .u't.°III" I. — uF ml. ar.. n u. .rry . resell,. I. th VS OI IAA 24OR IJke CTSI, Dr., S.HT IM .d�,I°II It I Id I q m,,.n, Pd. ANS I. .D. � SPACING 24.011 JREF- 1VK7408 Z02 — °raid°;,;III". """ TPI ':_° " A C ALP Ix[. v�...l pl1 t.. All m.ml [.ul uPl`rtCA: m., IS..try.cm: ICC "II...Imam.n,x THIS MG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bat chord 2x4 SP #2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 ps£ non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bat chord. R-227 U-54 RL=96/-21 W(Al) 4-0-0 Over 3 Supports R=165 U=90 R=79 U=18 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/0 (0) 15.01. QTY:2 FL/-/5/-/-/R/- Scale=.5"/Ft. ••IIPRN URNI•• IS Nn NG TO AU RIMOx Ills oUDING ••Iwanwn•• suaxlsx 7xls pxAnxc to Au mmucrcu mrxuolxc 7xs Ixsru.bsxs. �J /y ' •S^ TC LL 30.0 PSF REF R408-- 11234 ,• rJ R DATE 09/24/15 Y'Z ` ,6 s. (, ° e'er G6.. ' R,1*P TC DL 15.0 PSF ^ •� DRW HCUSR408 15267009 b pep ,:�p�xo * * BC DL 10.0 PSF /�gypp p u w'� a. '^�:�°�° '�I�+�,'�.�°:•, � BC LL 0.0 PSF HC-ENG KD/DF /�JLL—��Il�l�dt. 77T ,•� • n ,v n , Ax51 /}P,b, ,C. , 1nr mr Mr, „en 1m :`.a " "" ",••"`" •, .`", "' •" , "'. ,°„" r' , SEQN- 732812 AN IT COMMNY 11: 1 :ti" : . ,,,,, .""„ 0^' ,FGOR\OP••�ta4' TOT. LD. 55.0 PSF A u,l an NI, a,,.l,p b�ebv,, t.pn/x,lwul^agl �V V DUR.FAC. 1.25 FROM AH aaowtaow,&x m.. su;re no „Pan.Iel I Id „+I.Ir re. m• aelpn ,I,m,. T,. wluen Iq .na u„ or tl,l. a.o l,q fb. ,q K.uctu.. I, m r,.Ib,,,�,,. xu,la„gh ., rAm.I1, p„xx.3. V \ /ON SPACING 24.0" JREF- 1VK7408_Z02 W dFCLx 3,N337 rn, r„ ® .,m,b ..... „bp,xE: ....,,,,..,b...,..pl.,,,.,,, ..: .mu: ....b.,.d.,o,,.�a..,ab.— ..... ....., THIS owe PREPARED FROM COMPUTER INPUT !LOADS A RIRFNSIRN%I SIIRNITTFO RY TR1155 RFR \ Tuc4J-/Mosel A Revised -- LUI Ta - J4A ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. `fff.c'om 2X4(A1) r 4-0-0 Over 2 Supports-� R=443 U=153 W=7.625" R=425 U=145 Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 94 plf at 0.00 to 94 plf at 4.00 BC- From 10 plf at 0.00 to 10 plf at 4.00 BC- 227.08 lb Conc. Load at 1.06, 3.06 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C. wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01. QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. 1,44 AN nW MMM 3JOD Late I50 ••>NW FURNISH Run RA ING TO AL APTR$ TO THIS LAUDING •'IIAOI(fNR'• NWIISX THIS A M fm TO Ai COOTES M S IHC RISOM THE INSTLLLERS. TIu.... I.d. ... ,"` °' I,.[.I I� WC b` I. R•"" " xe "I BCSI°(BullClry Cmpm•ne Sa le tY In . a 1pl • ift4, f r ,•T.t�pl. t, p^. an IS "I.. , I—...... M.I I plc .— ,., . NISI. •UII.,, — `a`"`°'" `°'"'r[ _ °" v'",)' [•b J. ..I [ e. —b Re 1• • g' 1804-1 I •••ItIa .� p.,atlm� Fv Al Ill. ..I. .., .. In o "° co.pe...[. =-d IK.lI . ,..P.�.. .°� ..,,R •..I•tld, � ,. b N111t 11.um b• .ei.p 1.If [[u•ay,[.ma n e. n,.v.rca .IU 4N51/iP1•l. •. far m..e unR. ,Hipp!ng. A r.1 0...1. al:L bI .w.r wv ualq m1. ..elnR. N.Rlt.—.1. 1.bb. . p,eruawl dq1 �.Iro ,..pddlNl Ntr wl.Iwr .=I [... ,.., pdr µ .ult.bl ller ..N °.. b. tN I. ClolllR ..I .roS/ONALE Ibulq eT R.11.1.� IaIR�.. p.[ NI/,PI , Sx.R. ADp . 3F iy o. 848 •* ATE f � 0 •FOR\OP''\a`�' ,P •• .. G\ ,tined TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0. 0 PSF TOT.LD. 55.0 PSF REF R408-- 11235 DATE 09/24/15 DRW HCUSR408 15267017 HC-ENG KD/DF SEQN- 732814 DUR. FAC. 1 .25 FROM AH FDr,SXik aMwA FL i39JT FLCOAN01>8 F.I . Id. . �d. .. ..b LLpINE:.•...Ipinelt..•m`Tpl :...[pl _e.e :1u::.,..aI.N.,tI,.[.�: IN¢'m.1[[u,e..IR SPACING 24.0" JREF- 1VK7406_Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIUENSIONS) SUBMITTED BY TRUSS MFR I,-IU34/-/Model A Revised -- LUI 1U - J4/ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 it from roof edge, RISK CAT It, EXP C, wind TC DL=4.0 psf wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. (J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2-0-0- 1 ,ecial loads ----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 94 pif at -2.00 to 94 pif at 4.00 TC- From 47 pif at .4.00 to 47 pif at 7.00 BC- From 4 pif at -2.00 to 4 pif at 0.00 BC- From 20 pif at 0.00 to 20 pif at 4.03 BC- From 10 pif at 4.03 to 10 pif at 7.00 TC- 238.48 lb Conc. Load at 4.03 TC- 165.01 lb Conc. Load at 6.06 BC- 171.88 lb Conc. Load at 4.03 BC- 79.30 lb Conc. Load at 6.06 Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE (131 W3X4 S 2.26 4X6 = 1 .5X4 III 7-0-0 Over 2 Supports R=800 U=336 W=7.625" R=669 U=258 H=H1 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/0(0) 15.01. QTY:2 FL/-/5/-/-/R/- Scale=.5"/Ft. /gyp 6�JII��� AN II'W CO MROIJY . zaro l.o�rn° s<rn..Gwxlm Ulanao n, uen FL COA pOnB ••vwxlxcl•• AFAo AS) roans Au ,mrs as MISd(ArIxGI ••IsracrAxr•• xxl sx mis vvAsmc lv ALL caxnucrvvs ixcwm uc WE IrmuLus Pv _ '° `e`° 1" (�::°�,' s::=:>" I.U. "I°°i"°' enr•`1 °"° e : ' aC; a ° :.•.,o it :.`°csl o.0 m.0 in.°...u°", mi'. °a vru .°:.r a (D°One.e ,:`,°,`,"n -°`P, wmr�. � .c�K•.,:a er a ,nro w. vci:. '-,."e '• m �en;'aS"°a, e:`�'°;,;' °' :e Pl> o�: ".n "^°,„ °..e..r :: �,aC.':e� �;;� .R(v,i., m,.u,, x,r,.`: r7no.-:: �ATE ` . e,. "" ° I.� o� III. °Nava;°: ° P ���.�� .P° o .°, xw1.,1=, r C unOe e,en t ecIn° °I acu.aes.e SI /1P1 �, ,r .u. ,...a:,"9. •:PPS"a. fO b ,",,, „ qI. a.„Im „ m.,.Pr „ ::..I,P ,n•° , ° e ,.•Pv„mwar .e,.wr re1 u,. a I„ Te: ,menu I z .ne ,,.. A :,,r ,r s.Ne:,= oe.:=,.. P,. , sr..�pLEN r=• „ „ ,::• /_.•• a°�••1 „ •e 19I • �„ .e° ALPmE:.,. ":iPi`��.„... nu: err.ee.: Ieco ... e.x o. 848 • #• •� * • � `'� •, •� � , FOR\O Goa "°` TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF REF R408-- 11236 DATE 09/24/15 DRW xcusx408 lszsToza HC-ENG KD/DF SEQN- 732816 DUR. FAC. 1.25 FROM AH SPACING 24.0" JREF- 1 VK7408 Z02 09/24/2015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1U347-/Model A Revised -- LUI Ie - J/ lue Set: 13B (Effective 6/1/2013) Top chord 2x4 Sly #2 Dense Bet chord 2x4 SO #2 Dense Webs 2x4 SO #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X4 = 1 .5X4 III 3-3 13 +10-0-0 1 2-0-0— 1 47,11411111111 1-0-12 is 7-0-O'Over 2 Supports R=635 U=209 W=7.625" R=356 U=159 RL=193/-87 H=H1 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15. 01 4P QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. ^ �V li-`-d LL�Li� 11 �l� AN ITW COM MNY 3 Lake ONipDr.,8ui1e 150 0AILIE ,R 32837 FLCOA90278 ••wwlNBl•a HIS AMID FG TO ALL ONTRA a Txls mWIMm "Im'ORFNa'• NPRISR THIS O MID IFO TO LLL CONTRACTORS T I DINIX0 THE IHSTRLLERS, T`" `9�6I`(9u A- I°a ° E.)`:: e�y`; a°r"a ea °N a1 °1". °, ,. „'.,- A � -I— R —�`- I ° , 1604- e.. ;.:,"_°.1d III °I 1,,,. '" °�°A° dI. .f°Il.6mldm.°c"m.°..b.f6.."oI.I.'.w .i°l°p.°, aPo �.Im..e3 Plp lal .1 v 1 evl Rlrtlm 6 vin9 I'[."«o., fu. In evn o.n. c a e'° ANSI RFI°l, a , h— 19. a pp np. Aura m ula d «IW °, — Yp• N NI. d,«IN IM .� —.1 pnl«.Iwu`v_ Y IN. «pmalm uq _I." l. y �11e 1. «Ipn ai..n'N TM i4Glllty . u« .f I. INNIS1 ., .IO' . ,. 1. I.III r .f bO DIII" w ANSI l z°. F., 1hil j.b'• ..".,• F° ALPINE:... b.c: We :... °'� IEE... JG • /y O • S ✓J F 0'*648 °_* ° C A t ATE • A �� p F. COR` •��\ SS�ONALEd TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT,LD. 55.0 PSF REF R408-- 11237 DATE 09/24/15 DRW HCUSR40815267015 HC-ENG KD/DF SEQN- 732818 DUR. FAC. 1.25 FROM AH SPACING 24.0" JREF- 1 VK7408 Z02 09/24/2015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS ( 10347-/Model A Revised -- LOT 19 - EJ6 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0-.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. W Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=226 U=125 13-0-11 3- -3 10-0-0 R=110 U=76 2-0-0—' 6-0-0 Over 3 Supports R=575 U=184 W=7.625" RL=194/-87 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01. 0 QTY:17 FL/-/5/-/-/R/- Scale=.5"/Ft. a AN IT W coMPANY XW La4e Olaoge D[, Suile IM F61 o11 2d3] FL AA02]8 CD •YNiNIx . NTAO Arm FaTnv All NOTES ON THIS wwlxl ••H6UVW FURNIEN T IS DFANKG TO ALL mxrMCTOM INGLUGIHG THE IxsrLLLFxs.. OJ� /� .d;r Zy d,°e'-�``.9 E�::� s:::(>" . s.I„I.,. v .I.. �a»'.."v: Add_ _ • • SF tIp 9 �'�'"��.�,.". ;; °s ° o. 648 * F ap'r=°°�� �.�o :.xo;.: i l:`, ,e... ... ""." °. ...°. r d° dr..0 ..I — I. ..." ." °„ eIt wmIi 6 ATE °.:°�;� o: a' �e"s""':.:�..M"(rS,°y°'k:.,,....".... a rtPi°Y. o °":9' .:'"�x:"."loci""."" .c •F<OR\OP.+`ak`t' .\ mU °r..rp er amrepv. I.nW mr. dr..rgi rrdmfoT..0 °F o .a m.Irr ��,�..rI mw -11 mr TM r . TM -. u.. d. . e I r e. I. ` • G r.eF�o,. ixlNaty.. en wlldlrs o-.°a.e: P,r AA:InFI`xi" ^dN .dr. `rw,m!O�NAL� F,r., °..�. . ye•. "-°_ Aln mE: ... ml:A v... u1 ... —I�... TIC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC BC LL 0.0 PSF TOT. LD. 55.0 PSF REF R408- - 11238 DATE 09/24/15 DRW HCUSR408 15267013 HC-ENG KD/DF SEQN- 732633 DUR.FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VK7408 Z02 09/24/2015 THIS DMG PREPARED FROM COUPOTER INPBT (LOADS & DIMENSIONS) SUBMITTED BY ( 10347-/Model A Revised -- LOT 19 - J74 ) Value Set: 13B (Effective 6/1/2013) Tap chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "133" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE E 81 W1.5X4 S 2.50 V 0-6-6 3X4 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located ° anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load. Creep increase {Ip factor for dead load is 1.50. �I MWFRS loads based on trusses located at least 7.50 ft. from roof edge 2X4 III iIS 7-3-4 Over 2 Supports R=418 U=101 W=7.625" R=408 U=197 W=7.625" RL=177/-39 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/C(0) 15.01. 0 QTY:2 FL/-/5/-/-/R/- Scale=.5"/Ft. d �lf�p��10E`,e",�;e11.. AN ITW CAMMNY 24ao 1.9k<GROs I)t s911C ISO °.l`Tl1ATp ••YNanNGI•• READ AND FOuDF Au_ xUT6 DN MIS DWIINGI ••16'ORINn•• FURNI ON THIS OWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ..,;'�:�:' f`OL51 `(a. "]:Te:ymi'; m`: e(r;" C .NI M°w y'� 'M C'1mpemn nTIT Y ! r GCS.. I;a ie , G]. BT a" Nlxq , ,ppi Iu �A„I�mam,11 w N, "`.a "9 ,Tn`l'/i rgld l"9. 1Lx.Ume ;m,n `� 'r•In[" •GCS° „..,,mrvl w.;�;;;� .:,.;,I :e . AIP,",: a ." T In eaie,"s m.Pmo"•. G—P 1„.." ..1 „ e ,mSLu„ a ,cme ,T„cwam. 'zSz " nre..,nm . u ANSI ITP IeI.••• A"m°, NHI,C .I"R,T ,m..�„I, ,A1,.T„I•e. Del,°T„° ,aPe Cf ..... a,".I "x�gxlM1 TI „.pm.im uv .`,iawr �,T m.a D".nea."°TI,. .mT.xulq .w x.. ,T •"I. ..1"R •,,• '• ••°pm,I4l, lty n Ilelq Pml' . ATNI/TPI , .... "'„ Tpl ';°° m'°"' "' ALPINE; "„ T—m1„." Im „.. wl ..e"N T..".,.,C... rv.cm: I[C y.",.I¢ml..,ro JG /Lj� �'° , SF • C, e• ~8 * i a ATE •: A •F OR\QP•,i�4A� FSS 1• G` /ONAL TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT.LD. 55.0 PSF REF R408-- 11239 DATE 09/24/15 DRW HCUSR40815267006 HC-ENG KD/DF SEON- 732926 DUR.FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VK7408 Z02 — 09/24/2015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS UFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. %'1FRS loads based on trusses located at least 7.50 ft. from roof edge. L� 2_0_0�9 e 170 mph wind, 15.00 ft mean hgt, ASGE 7-1U, CL05ED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 = 1 .5X4 III ' 2X4 III 6-0-0 J - 1-7-10 7-7-10 Over 2 Supports R=711 U=237 W=7.625" R=346 U=156 W=7.625" RL=193/-85 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15.01. 0 QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. —WARNINGI•• WPm Pm FO AM FATE$ 0 THIS DWVINI ••Imp W.. FURNI91 T 15 DB NKG TO ALL ComYACTORS INttwma T2 INs1 UA5. JS •, Raj �e SF TC LL 30.0 PSF REF R40B-- 11240 Tr Z . °.e .. .....,... -.,1n, I t.II na — b. - m .f ..s. m�..... G".p" ., . ... ; TPI — AT.: _ .. . ' ° TC DL 15.0 PSF DATE 09/24/15 `nets.[' x — —PI-r, n m b P^• SI. va wp e " 84B DRW HCUSR408 15267001 ie..0 m':mene.,°`r.: P.,.,,LL.,t ......—t .r`.". „°,a {°°` �`� aEn..T D. BC DL 10.0 PSF .. If .r mv....P�u.am.. NPpIrR r " ° ^ w '°' °"°D"'` ' N`° * 7 HC-ENG JB/DF a �P "` ° `" ' '^'"°' " "`"" . o .y °` 'I' a 't• BC LL 0. 0 PSF .f— NIPIm. . I.. m .f 1n N. IdInoNDso.,'� e c w v, "•pa. . . TI.. ..:..Ke at,, .wslnpi°:.`.r ..:'°.'ro�:.R:".,,Ippi.G. s1. ATE : @ SEQN- 732929 _ AN N M.nPAAM 1', :7a . A ....I, If':r:.`:."..t ••• F P••41* . TOT. LD. 55.0 PSF • e°.I m uI. e.olq or cowl wR. u.u,q uI. dr—IMbW.o. ..vp —.r Pnm.I I—.n . r. r.°Im.mu nr .o �.IY m. tM aulRn .Imm. Tn .m t.butr .M u...r uI. de.NlnR r.. .q .ermtu.. I. I p••h�OR`Oi• �\ `y G S/pNA__ DUR.FAC. 1.25 FROM AH 14WLGtGUGge]X,SukM r..P�IbIIIWIft..D.IJdIMD 1p.r.N:I.TPIIs .,. SPACING 24.0" JREF- 1C7408FL Z02 ONvdD FL )381I am ..D COA NO 2n ALPINE!-A: «'. 09/24/2015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SURIITTO BY TROSS MFR. kiuj4,-,Booel A KevlseCI -- wl ro - Jov/ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP SS Webs 2x4 SP #2 Dense :W2 2x4 SP #3: Lumber value set "1311" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on Ill Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6[6] o i6-0-0 Over 2 Supports R=1879 11=446 W=7.625" R=1929 U=464 Special loads ---(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 94 plf at 0.00 to 94 plf at 6.00 BC- From 10 plf at 0.00 to 10 plf at 6.00 BC- 1481.11 lb Conc. Load at 2.06 BC- 1705.97 lb Conc. Load at 4.06 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere In roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. JT PLATE No SIZE [ 61 W4X6 [ 9] W3X6 +10-0-0 Design Crit: FBC2014Res/TPI-2007(STD) LATERAL CHORD SHIFT BITE 2.29 R 1.75 S 4.00 PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01. 00 QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. d ��� AN ITNV COMPAHI' 2400luke0e=% U,Suile ISR O RCOA. 12837 FL COA ®03TN ••YARx URNI — MEAD AN) FGTO AJJ. ONNALN TNIIN RUDINGJ ••IYNNFNa•• FYRNISM THIS LR"VIMO TO ALL LOXCES CIA S INCLUDING THE INSTALLERS. 1.u. r.......t,� ear, ,... r,...,., .e...L , q,.Pln.. In.an 1, I� ... n, lnN. Ne.,r t b , , ml,n <. o<sl �ow,,.l.g w.P",° Le.,,Y 61....va ,y p ,PI . .72f,El: I .I ...K«,[ ' °r.,,lm ,—wr.� r ecsl. °w.l.,,e�.,.a I., t—I I l-�u rll ° ers° O"cel Ia.upPoperlN�e x f .m.: 'V I,,l; In, If � '"'n` °°""'' N` "` l n `°" " `.,' SPe, to I.., ox._. .we.. �.I u..le°a `ate a,are iOen".•m@, ,r ,W P..I°..,�.,..� IP n ulr . en n. ITIroW ul ryCo.pl un . GruuP I— ",pwtl, a .w , C I tlm mY .allow „h.l le lelu a cmi rvenc .IU Ax91 rtPl I. ror .a r'niunC,ing."en,ppinx. 'r °°:e,.n . nrAl lnx .r t.".,.,. A „n Pn 4I1 arollp., ern. PI, n.up ml. ac,alq. IIIA..DNA By I,ne, ur.lfIr wl „gln„rl r.,.en, minty ,a Vy, mI Vx Mlpl N DI, Tb wl,.eulq .M u,. ur I. e.o lnv br .m al¢tur. I. r^•p.,^l ell l,r If w a,l, al.y om 1= °w uclrnl . Fer v4 TD. ,,n ,n 1. Jon', Rm,re ew.e ... AP,ME: ... ~`1P I: .•-.tPln,t.n.v: .TL:: :. °�Y�m: ,=='� JG /y rJ sF+ a. 648 j y ,l A E Q ' a p�E f�`a Qsp% ••• C.\y •° Y` 'N�,1 N TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF REF R408-- 11241 D ATE 09/24/15 DRW HCUSR408 15267053 HC-ENG JB/DF SEQN- 733027 DUR. FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VK7408 Z02 09/24/2015 ( 10347-/Model A Revised -- LOT 19 - J44 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bet chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 91 W1.5X4 S 2.25 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C. wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 1 .5X4 III 1.5X4[91 III �— 2-0-0_I �_ 4-4-8 Over 2 Supports R=496 U=136 W=7.625" RL=103/-78 R=190 U=56 W=4.5" Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(0%)/O(0) 15.01 •all@DRT&tna• FMRISH T11S DRIVING TO LLL CONTRACTORS INCLUDING THE I1 LLERS. r Truanw [ i, n dlln3. N 1, P Cleawponme la nC1)r[ W Inwat w,c YCSIt (Oulldly Nl,., In[ewtlan. Gy TP, a[Y P__,_ nOnl t l,l—rwy C Pp r 6C 1. can ,n[.dwott Prone duly r1.1d 1 atlwa�wanoan[udGdl.vuceur., lR]. I.N.ln: a 1[ wer [dl ero BlO. ea nepteel l[anle aY.pplp ,la[w a n ar awa .nuns W Je1w . n[ln.r ar w sing. Z [ m pea tl m.. atl:a l[Gnet �� el Ilpine.. [ 1n D"udmi =. . Grnw a o-1 nP..p : r. � w[ln W .v,a In cmrnr. .IRA ANSVIDI 1. arwle�lnvw nna.n:M pv l^O.m AN IrwC.MW .... la[1w. erwln90[ raaw A -11. Th.. 1. a.elq .1 — Pl9...sing .1. dwlrq. IM fn.w —InL ma .1 P...,..ryI�I Anl p .e1.1r ror eM d-I, .Nm:. TnN .Ir1 ueN Ify .M w dr .1. drm,p 1br .ry .srmWr. 2400LSke CEai,COT,Suit ISO . rrpm.1O11I[ eT a.. Nd11d m.eIli,AN IM RIN. [ lI i T see.z. O,UEI&LFL i2M7 roI,, fll:pm.te: �:m FLCOA80279 �.,.ds ALPINE:.Iplwi—ll; e=w m0z w.1 f.e9 TC ILL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.25 SPACING 24.011 acale =.b /rt. REF R408-- 11242 DATE 09/24/15 DRW HCUSR408 15267005 HC-ENG KD/DF SEQN- 733045 FROM AH JREF- 1VK740B_ZO2 09/24/2015 THIS DWG PREPARED FROM WMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Laterally brace Bottom Chord above filler at 24" oc, including a lateral brace at chord ends. 1 .5X4 = 6 F— I I 1 .5X4 III 2X4(A1) 1.5X4iii L —2-0-0— 1 1-3-8 1-4-2 1-4-6 4-0-0 Over 3 Supports_ R=500 U=174 W=7.625" RL=149/-79 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 16d common nails 0.162"x3.5"), toe nailed at Bot chord. R=126 13=69 +12-0-11 R=59 Rw=61 U=16 10-8-0 +10-0-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01. 0 QTY:6 FL/-/5/-/-/R/- Scale=.5"/Ft. ••MARNINGI•• READ N0 F ALL NOTES OR TNIS PRAuRcI ^IWGROJrt•• FURx Isx Rx is DR.en xa 1a Au comRAcroxs Ixcwmxa RxE Ix5T1LLER5. alnN...roI<al,.�.MEt ee.,r<.,�f .`Ncsl..., 1-111... ..ts...wyn° ,vt, r 1,. NTw%.,.. tlPt.,tlt, ,,.., .�.,m a ,nNro < NISI, 'w,.,; $ . , ";;, S• or7'Skit•M b // ,J.SF.Y TC LL 3D. D PSF TC DL 15.0 PSF REF R408-- 11243 DATE 09/24/15 DRW HCUSR408 16267042 AN nw COMAAwY "P cro7, _ <.,,,,..t, ....I r,, t' ,...I . Pr,_. Y tt KKR I. m 03.yOf ,n, t I. ,.. .,, .rt..,, ..n .... I, N -; ... �e -' ouo�,.. °.,t_ a n , .A•Z1er.<. a b . �, �r° N, Jelnt bc. Ni o°P'R,I,. t, IN°',16 P-Z I u•• � Itl •iwn,.. .f rnnn., i.,ng c..R.... , c...o In,. ,.,,, .,,°,n,, , . ..,N<.a ,n .0, A., 1.I — - I i w n em., r,.ne. .,G ..l IRil ,. .1, <g� ^Y.I,nIUI.a...I,q..L.,..P•N•u.tl.Ntul..sl,p. 0, 648 BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF HC-ERG JB/DF SEQN- 736100 2J00 Late Olanse Dr.,s ¢I50 Indma.. .,aPt.,=..rP,..,..I„i.I ..N�,=.. mpu.Im uR' _= m, m. av lN• .w.,. -bII ••J ,...1 RAI. I—1,q f.f .ro •t,�t,,. I. '••vw10.. 1 tY,f a,. a,I lalro m.Ip.r w• ANSI/TPI , ss.z. "FCOR\OP �c1�� s./ •••-^"' s DNAL OUR. FAG. 1 .25 FROM AH OIANio FL 32837 F1,00A90278 ALf'.L:-•- :`1°I••-.<°in•t..•e:Nru:%. �r=.•:"=.i,......,.° SPACING 24.0" JREF- 1VK7408_ZO2 09242015 THIS ORD PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS YFR. (10347-/Model A Revised -- LUI 18 - J4u) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 62 Dense Bot chord 2x6 SP SS Webs 2x4 SP R3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 1 .5X4 III 51 III 0�2 �- 4-0-2 Over 2 Supports R=995 U=377 W=7.625" ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 94 pif at 0.00 to 94 pif at 4.00 BC- From 10 plf at 0.00 to 10 pif at 4.00 BC- 1019.43 lb Conc. Load at 1.56 BC- 1020.67 lb Conc. Load at 3.56 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 51 W1.5X4 S 2.25 2- -3 +10-0-0 R=1421 U=532 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O°%(O%)/O(0) 15.01. 00 QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. . ••NNW INGI•• READ Am FDuw AU. NOTES a THIS DMINDI FTC LL 30.0 PSF REF R408-- 11244 ••IIWRFM1Yf•• FUSHISH THIS °M.ING TO ALL CONTRACTORS INCLwm° THE IN ALLEAS JV , ..... _ Tru..c. d d 0...l .1. ,nlppl^°. Imm111 .m n . O�\ • • yL�'•{� Lm "a [ • ••. 6°SI`(°ullilrg pCO' "9a L.u°y"°n.ucm[Im. CIr TPI R� I^ate wry • V \ TC DL 15.0 PSF DATE 09/24/15 per,u'r.`cNM alwsv4cz"wLL�Im�e"caul prwld° temp^r.w n In° V°� . 11 " �a1."„ °; Y`I ° ".:; ND ' o. 648 BC DL 10.0 PSF DRW HCUSR406 16267054 ��� �� .ar_id.• ei.BOT dr lo.. .pnwu �,dld. 'App�p 'v a �e m ' , d n°wu�" w 1 ..°°t° * * BC LL 0.0 PSF HC-ENG JB/DF dAlpl.ter ", AHS.R ' L. a .r dp. pP dN. ••Acc .O : ATE Q AN IrW COMPANY " 6 A m�°np r..e""`"°"�" "" °r""• •p.„Idld .d..,T dd..1..I } ••• F P • �� TOT. LD. 55.0 PSF SEQN- 736131 sI. on ul. a..n nv d,°edpp, wP. u.up mI. e.o l,lp. IRA Ie.L.. .mpT.m. AT p-...ASH1 ryI1w,I �•. <OR\O. '\� ".'nm:�e�iiay'°I•uS IAHId1W m IS—r wr AIISIM I 1 $—.Z AT .1. d,..1,Ip TA, A, ..r.l.ul,. I. �sNSI �V DUR. FAC. 1.25 FROM AH z4roLokE a°RS.DI..sml. I511 ONALE OTI=WO,F1.3U37 `°"° ""° -..J :,`e: "° 'a;S..° -- SPACING 24.0" JREF- 108VK74O2 FLMAN0279 ALPINE:.. Ipin 1l c TPI: .....p lnar..ore: . IM: 09/24/2015 ( 10347-/Model A Revised -- LOT 19 - CJ2 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 16d common nails(0.162"x3.5"), toe nailed at Bot chord. THIS DEG PREPARED FROM COUPUTER INPUT (LOADS & DIRENSIONS) SUMMED BY TRUSS 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 11-0-11 R=5 Rw=43 U=37 6 F 7_ _3 R=20 Rw=43 U=30 +10-0-0 2X4(A1) = 2 -�- very 3 SB rt5 R=426 U=172 W=7.625" RL=96/-65 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/C(0) 15.01. 00 QTY:22 FL/-/5/-/-/R/- Scale=.5"/Ft. ••rARrllxcl•• READ AND FuuDR Au BDrES ON THIS DURNING1 TC ILL 30.0 PSF ••ItlVIIEAHi•• FURBISH THIS DAUSING TO AU CmRMcr0RS IMUDIUO WE 1NSTUMRS. JG , �y REF R408- - 11245 T.",.., [ ° ..[.°.. u.. ,a f.B.1ta ...., =„pp,",. ," [.I I,"� °"... ,"a. ..... ..� +`j • ' Sic TC DL 15.0 PSF DATE 09/24/15 N V IIIg! wrlwe l ('u Inp ravn,n [a15vevJ[1Y"0 ,PI . .If.0 H• t I,I",.., Ie( teapery rKy ' f, p^• �Ib Iabw� ..t.t,°". e: a ` b : ,'" o. 648 BC DL 10.0 PSF DRW HCUSR408 15267012 App IY p,vuvlt•• [nv'ac"ver er acenev Nx"'.'p°, c m'[I q B //^/JIII III III J�C Ja lne walla. wl a ,° -I°[ t° °•�9x"t6 If r • I•w pl" u[Ir°p ; Alp,.,. ° 41,..Ia, In 011Id119 w,p."."t. G111p II It. x„ M.P."„°10 -1."Nd ATE C LL 0.0 PSF HC-ENG KD/DF 0190 ."r r.I m[, t° W 11a me [u„ n evnmm , .I- ANSI IN AN 1r MMPANY °;•, t1,,, p d.a1"R .f t.".x°.. '",r r.r H•"d,I"R. 1ppl"R. e ms TOT. LD. 55.0 PSF SEQN- 732789 A —1I [n tAI. d.,.,q .1 [mr yR• N.[IIq .I. a...Ip. IMI�es4..eup[. a..1 p-..I�IIr.I�' F•.�,x1 ORt�•.Q:G�C�� ,..p...mu Itl wLUlvy r°. a. ds.' .H..:. TH.:w.blety x.. If .1. l-HhN f •ro . .. I. OUR. FAC. 1 .25 FROM AH MLAROl]ne rn. S .a ...PwIbNlty.f a,„d,"R m.IR.er p.r ABSI/1PI , S6.R. ONALE� C[I & I, J3817 I"f°.., I.",. .^od 1111$ a 11 Kb. SPACING 24.0" JREF- 1VK7408 ZOZ' FL COA NO 178 AIR IxB: ... �mv.em t 11.: ... �.e:... r.t®: ¢e �... .rR _ „ 09/24/2015 THIS DEG PREPARED FROM COMPUTER INPUT (LOADS IS DIMENSIONS) SUBMITTED BY TRUSS UFR. 1VO41-fluoael N rtevlsea -- wl Iz lue Set: 13B (Effective 6/1/2013 Top chord 2x4 SO #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bet chord. 1 2-0-0 1 G_ 3-5-8 4-0-0 Over 3 Supports R=480 U=165 W=7.625" RL=145/-76 Design Crit: 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EKP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=131 U=73 R=67 U=15 (STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15.01. 400 QTY:5 FL/-/5/-/-/R/- Scale=.5"/Ft. /\ ��Lpp// ��\\V�� pp G�JL�L �� 0 �J� AN IT CDNIa Y 24W Lake Qm,n Dr. SwY 150 OrladD FL 32837 FLCOA90278 "WARNING I•• HIS Ale TO ••116URfNR •• iVRNI SN THIS ORAVIN4 T4 1LL G4MWCi4R9 IX0.V41 X4 THE INSTILLERS. ALL GURADX1NIs INCLUDING a'" _ gCSh(B.Iiu m `l'd'°n� s::, r"i:.;"::( sr'+i.'...,Gi`�:"',:'o,: m. 1 • w Ini - n I- b m r BCSI. •Una m a" —° ro ' '" •4 ' v a. v; °":, ° °"°' 'P:1 "°r ` ; ;�.°.,:) G' .. -d......„ 'Hdr- to a?.:1�4e146^,.::e . n " o ;rx'..'•( A.pinn. I d. I— .1 Irmo.. ldln° Cdod a G... p Inc. rmpen,l n rdr •nN erl t nn Imf..1 '1 . A I,g d ,,...... "" In ""n.o...nc..' G MS I°1. or .or —1 ln9. I;X.. A j A r 1 m ml. drsUq . cover, wP u,up "I. drol4q. IMm.[x .mUu a. dr A..TO...... o Im•'I ia•IDn Icr wLl�r ror"$m a.aDd •X..d. Th...TOD1IIcr .m — d I. .•.Iro or .ro .•PLAIN II I,r or WIIdIro DdIIg�r . ANSI/HII T SoI.2. For .o Ien w. lm•• Dono,• • PIS' I e . odd ALPINE:... °`TPI :.:mPln,,.org: WD. u. .rr.,®: Ir<:':.. "rg J6 •'J • SF` o. 848 ' ATE A, P �� ••%.4C RYA � V� ONALEN TC LL TC DL BC DL BC LL TOT. LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF REF R408-- 11246 DATE 09/24/15 DRW HCUSR408 15267011 HC-ENG KD/DF SEQN— 732791 OUR. FAC. 1 .2$ FROM AH SPACING 24.0" JREF— 1VK7408_ O2 0924/2015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 133 (Effective 6/1/2013) Top chord 2x4 SIG #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1311" uses design values approved 1/30/2013 by ALSC 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 0-4-3 Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 2 plf at -0.00 to 92 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 5.59 BC- From 0 plf at -2.89 to 4 plf at -0.00 BC- From 2 plf at -0.00 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 5.59 TC- 9.10 lb Conc. Load at 2.83 BC- 40.70 lb Conc. Load at 2.83 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2-10-11� 5-7-2 Over 3 Supports R=338 U=148 W=10.033" R=73 U=22 12-0-6 2-3 14 R=93 U=19 10-0-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01. QTY:7 FL/-/5/-/-/R/- Scale=.5"/Ft. /\ AN IrWCOMDANY 2<OD LakE D1006E Df..$WIC I50 OIIEDdo FL 32817 MCOA90278 ••YARNINGI•• DEAD AND FDIIA AIL IIUITS 0 THIS DR.VIHGI •n16'GRTAVn• FURNISH WIN DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. '""� ' liar a:re Z. w:r"S bT TF1 I'd v¢Air: re_w .ar�tmpe�aY C r OESI: CIA......am .. .'A� y"ea( 1 - • °11-111'1. Tecs „" I; 1,.. R...,., aId. ANSI-1 1LI, . _ •w" • �T 113 " I. �,. In Della;"s—Idd, "FI - t* o�.lv.a: ".. ..R�,1 .°,"... 111 A:".. ..m ° :.eI° ImI :1,. .1 r,,.,. `" • •• " •.•` •"° 11n'. """�:.ie li'1, D.r. Iy10r r I—, elpn I.il'o:l. Toil.".:°I.I. iC, 11"'.. ai ui. a..'.i"y !o'.'.4 •f•.�uln is u rnap 11l Lt .. m. W1:el,q D•alpur Ivr ARIRPI 1 C .2. I•• •T•= D•�r• �':`THI �... rrca: "�.. JC'J • /!/ • SF • �'* �B ° t, ATE ..oFL OR\OQ''a�' Sg/ONALENG\ TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF REF R408- - 11247 DATE 09/24/15 DRW HCUSR408 15267002 HC-ENG KD/DF SEQN- 732796 DUR. FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VK7408 ZO2 09/24/2015 ( 10347-/Model A Revised -- LOT 19 - HJ6 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-4-3 — - 1 2-9-15—� THIS DWG PREPARED FROM DOMPUTER INPUT (LOADS N DIMENSIONS) SUBMITTED BY TRUSS 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Hipjack supports 5-11-8 setback jacks with no webs. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 3 ) 16d common nails 0.162"x3.5"), toe nailed at Bot chord. 8-5-1 Over 3 Supports R=585 U=244 W=10.033" Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(0%)/O(0) 15.01 ••DpVI(t0.YT•• NRHISN IRIS DOMING TO AU COMMttaRS INCLUDING WE IMMLERS. Trv.me [ tell I... PIT— u oro ['"M epu a e.IfBLS I[(BU I1C irq [rpm [ S..c.Ynan ra'.0 v., E%'TPI wG RG)•for etro`r•ctlm. ' .o.. 1- Un leas m uPPetmold C n -II...... 1 bo oro. ' r . form a .n .G, [ uu" ,uw . P,Poea -- 11 . tler :.e•n �jII �� wore r...1 II c#9I, m ..vne u.. o [ n.or..'nO n. m .1 .1., 1 ' em 6]G. 9 NII. ' lot" b. a o plor. • lnt n .. c.. .[m Re..rtau ego , �6- :e.. nv . m [ m'.:m I�IIL�IJ Il V L� AIPI r mead lmn` Cvy Cor oo . Iwo N mr .^.bum . •, m1. —.6Z.. ln. a m 1— n cr..ru c. .Im .W 51/TPI .r m, neM unto e.lpPlnN. • AN ITW CO Mg1NY 01-1 nnv eI�"s rv.am Inca m al• a..ap or evnP� p. N.CIry ul. arvlq. INlww .mP[.... or PAb.a .• .bN Ia blur Ter fA. a Rn ..ens. Wo euluel Nty W ew or ml. d.ollq In. V aNviur• 2400 'CDILWDI..sY 150 .Idl uty e. qe NU I1dIp 0.f1®... o-/IMS,/ I5¢.z. Orlmldo,EL I2837 Per ee a bm.. rl. 2r I" aTPI:... FLCOAY011g ALPINE: ...•. ; Mru:... y.[m: rsa C_1 09/242015 R=277 U=159 +13-0-6 3-3 14 {10-0-0 R=312 U=52 T TC LL TC DL BC DL BC LL TOT.LD. DUR.FAC. SPACING 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF 1.25 24.0" and I = . a /rc. REF R408-- 11248 DATE 09/24/15 DRW HCUSR40B 15267022 SEQN- 732835 FROM AH JREF- 1VK7408_ THIS PEG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MFR. R: �l Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. Laterally brace Bottom Chord above filler at 24" oc, including a lateral brace at chord ends. Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -2.99 to 92 pif at -0.10 TC- From 2 plf at -0.10 to 2 plf at 5.59 BC- From 0 plf at -2.99 to 4 plf at -0.10 BC- From 2 plf at 0.00 to 2 plf at 3.66 BC- From 2 plf at 3.66 to 2 plf at 5.59 TC- 9.10 lb Conc. Load at 2.83 BC- 40.70 lb Conc. Load at 2.83 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=79 U=22 +12-0-6 4.24 1 .5X4 = 1-7 1a r- +10-6-0 0-4-3 0-8-0 R=86 U=16 T_ _T_ +10-0-0 1 .5X4 III 2X4(A1) 1.5X4III 1 2-10-11� 1-9-6 1-10-10 1-11-3 �- 5-7-2 Over 3 Supports R=343 U=155 W=10.034" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=000%(0%)/0(0) 15.01. 0 QTY:2 FL/-/5/-/-/R/- Scale=.5"/Ft. a f�1�0 � C� AN nW rD MR'1NY zoaB LvYcOm:M<Dr. sRe<uo al mn. ixRsz FL COA 40378 ••NaaRrwr••"R"Euaa isx,xl�s RWNInGtT,ORL°LLL m�v,cmRSliicL°Rus�iicsiNE ,xsauERs, ,..,..". ra°",a• In tion _1 i ' .,,,,,P,"°' °,,. ° TPP ee pWn, may c I`Nes,c (Rm ial.y ee.am.'ge sareeyinm...uen. 5-1, eP"°,wBI Nc," lwea a. 1nU�lera� Ce <uP•ra.�Y n° P°a •Iw "P'•P:'L °` •v ° 1"90 Lm.ai me sNur, .ua M•nvmna" . ,a. ,nt a1`,`"°• Mw1 u`iY °CS• �: e , n. �,o. , : �� . 4PP,Q o ..on La" e. �°� =,w:: a °Ine i•. "s, m r.,s". " w er°, , 1004-1 I'll • ar ata ma. lNn I in N „° RVP="�.,a. ,,,o ,,,.i.°n.n not � • ul�aelm" a ea¢InR "<I'anuane•. n cm."r.ance. a 1N51 /1I"l. or er p^e."en ippl,q. �' `r R ...1 °° ui. aL.mR °I <°,.I wE• u.u.R ui. e...mR. ,mm.m .«yu.n. "r PrvMaIm,1 .p1,.•IIP I•.`�PP.e•�1°ei ii:y °•,•aeY mi ,ai �°om°I"R,�°�P.. 4ii'�vi>iuel�wSy,/0+ R•as ,m >< Ni. J"o. Rmea•,m •��• �>° •1•••: REPINE: -.RI ^°,a., m:`1P1:.,..apinae. er°: NEC4: ••.. 't Y•m: `H .,ecw.e,orN G Mi �'� • sC."°y ) o. 848 ATE J Q a .e�`•�,�,`CO_R\OPG�c1��` � �N NAl TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF REF R408-- 11249 DATE 09/24/15 DRW HCUSR408 15267055 HC-ENG JB/DF SEQN- 736103 OUR. FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VK7406 Z02 0924/2015 3 --------- -------------------------- --------------- ' SUPPORT REPORT JOB DESCRIPTION: 10347 • WIND CODE: ASCE 7-10 WIND MPH: 170 BLDG TYPE: CLOSED TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND TRUSS DESC SPAN-ft SIZE -In. TYPE XLOC-ft. YLOC-ft. MAX.4 MAX.-# UPLFT.-# PROFILE A01 35.333 7.625 WALL 10.000 __________________________________________ -105 A01 35.333 7.625 WALL 7.667 7.667 10.000 2542 542 -377 377 / > A01 35.333 7.625 WALL 34.698 10.000 1761 -325 A02 _ 35.333 7.625 WALL _____________________________________________________________________ 10.000 529 -100 A02 35.333 7.625 WALL 7. 7.667667 10.000 2334 -416416 A02 35.333 6.125 WALL 34.698 10.000 0 0 A02 35.333 1.500 WALL 35.208 10.000 1481 -272 --------------------------------------------------------------- A03 35.333 7.625 WALL . 10.000 ______________________________________________ 2325 -384 A03 35.333 7.625 WALL 344.698698 10.000 2326 -384 _______________________________________________________________________________________�__/_/\__�_/\__\�___________ A04 34.958 ,WALL 10.000 2106 -385 A04 34.958 3.125 3. 125 WALL 4.698 34.698 10.000 2106 -328 '4p _____________________________________________________________________________________________________________ A05 34.960 7.625 WALL 10.000 514 -96 A05 34.958 7.625 WALL 7.667 7.667 10.000 361 2361 -399 A05 34.958 3.125 WALL 34.698 10.000 1446 -266 _____________________________________________________________________________________________ A06 35.333 WALL 10.000 2130 -385 _______________ A06 35.333 3.000 3.000 HANGER HANGER 5.083 35.083 10.000 2130 -345 _____________________________________________________________________________________________________________ A07 27.167 7.625 WALL 0.000 10.000 614 -119 A07 27.167 7.625 WALL 7.667 10.000 1725 -333 A07 27.167 5.625 WALL 26.69B 12.000 1192 -166 _____________________________________________________________________________________________________________ A08 35.333 7.625 WALL 10.000 529 -100 AOB 35.333 7.625 WALL 7. 7.667667 10.000 2334 -416416 AOB 35.333 3.000 HANGER 35.083 10.000 1481 -272 _____________________________________________________________________________________________________________ A09 35.333 7.625 WALL 0.000 10.000 1348 -337 A09 35.333 7.625 WALL 7.667 10.000 1517 -537 A09 35.333 3.000 HANGER 35.083 10.000 1706 -352 _____________________________________________________________________________________________________________ .410 44.833 7.625 WALL 0.000 10.000 341 -75 ". P'a * 11' 44.833 7.625 WALL 18.333 10.000 5652 -1932 •"""••• (� 44.833 7.625 WALL 44.198 10.000 2906 -989 ----------------------------------------------------------------------------------------------------- 46.833 7.625 WALL 0.000 10.000 671 -328 210 * Al l 46.833 7.625 WALL 18.333 10.000 4615 -1035 r'•� m �C 46.833 7.625 ---------------- ____________________________________________________________________________________ WALL 46.198 9.000 B50 -175 �.1 46.833 7.625 WALL 0.000 10.000 930 -242 FFp'....... .•• A 46.833 7.625 WALL 18.333 10.000 46.833 7.625 • WALL 46.198 9.000 1224 -253 ------------------------------------------------------------------------------------------------------------- A13 46.833 7.625 WALL 0.000 10.000 784 -269 U A13 46.833 7.625 WALL 18.333 10.000 4204 -1037 A13 46.833 7.625 WALL 46.198 9.000 1015 -201 _____________________________________________________________________________________________________________ A14 44.833 7.625 WALL 0.000 10.000 1079 -239 A14 - 44.833 7.625 WALL 18.333 10.000 3064 -822 A14 44.833 7.625 WALL 44.198 10.000 1484 -380 _____________________________________________________________________________________________________________ A15 2-PL 44.833 7.625 WALL 0.000 10.000 1561 -590 A15 2-PL 44.833 7.625 WALL 18.333 10.000 5139 -2002 A15 2-PL 44.833 7.625 WALL 44.198 10.000 2867 -1104 -------------------------------------------------------------- A16 35.333 7.625 WALL 0.000 10.000 _______________________________________________ 2203 -399 A16 35.333 3.000 HANGER 35.083 10.000 1999 -347 F--y- _____________________________________________________________________________________________________________ A17 35.333 7.625 WALL 0.000 10.000 2203 -446 A17 35.333 3.000 HANGER 35.083 10.000 1999 -392 _____________________________________________________________________________________________________________ A18 35.333 7.625 WALL 0.000 10.000 2233 -796 A18 35.333 3.000 HANGER 35.083 10.000 2193 -754 _____________________________________________________________________________________________________________ A19 35.333 7.625 WALL 0.000 10.000 2232 -804 A19 35.333 3.000 HANGER 35.083 10.000 2202 -763 ,. 0 0 A20 35.333 7.625 WALL 0.000 10.000 2238 A20 35.333 3.000 HANGER 35.083 10.000 2197 ____________________________________________________________ A21 35.333 7.625 WALL 0.000 10.000 4193 A21 35.333 3.000 HANGER 35.083 10.000 3970 ____________________________________________________________ B01 3-PL 23.000 7.625 WALL 0.000 10.000 13272 B01 3-PL 23.000 7.625 WALL 22.365 10.000 9922 ________________________________________________________________ B02 23.000 7.625 WALL 0.000 10.000 1495 B02 23.000 7.625 WALL 22.365 10.000 1495 _______________________________________________________________ 803 23.000 7.625 WALL 0.000 10.000 1495 B03 23.000 7.625 WALL 22.365 10.000 1495 ____________________________________________________ B04 23.000 7.625 WALL 0.000 10.000 1495 B04 23.000 7.625 WALL 22.365 10.000 1495 ________________________________________________________________ B05 23.000 7.625 WALL 0.000 10.000 2417 BOS MOOD 7.625 WALL 22.365 10.000 2799 ________________________________________________________________ B06 18.000 7.625 WALL 0.000 10.000 1024 B06 18.000 3.000 HANGER 17.750 10.000 1019 ________________________________________________________________ B06A 18.000 7.625 WALL 0.000 10.000 1023 BO6A 18.000 3.000 HANGER 17.750 10.000 1021 ________________________________________________________________ B07 18.000 7.625 WALL 0.000 10.000 1224 B07 18.000 7.625 WALL 17.365 10.000 1224 ________________________________________________________________ B08 18.000 7.625 WALL 0.000 10.000 1224 BOB 18.000 7.625 WALL 17.365 10.000 1224 ________________________________________________________________ B09 18.000 7.625 WALL 0.000 10.000 1224 B09 18.000 7.625 WALL 17.365 10.000 1224 ________________________________________________________________ B10 18.000 7.625 WALL 0.000 10.000 1409 B10 18.000 7.625 WALL 17.365 10.000 1467 ________________________________________________________________ CJ2 2.000 7.625 WALL 0.000 10.000 42G CJ2 2.000 1.500 NAILED 2.000 10.000 20 -__- 2.000 ____1.500 NAILED 2.000 11.055 5 �f ____________________________________________ OG 4.000 7.625 WALL 0.000 10.000 480 CJ (!ti 4.000 1.500 NAILED 4.000 10.000 67 o;y 4.000 1.500 NAILED 4.000 12.055 131 4o;C 4.000 7.625 WALL 0.000 10.000 480 4.000 1.500 NAILED 4.000 10.000 67 C1 4.000 1.500 NAILED 4.000 12.055 131 _____ ____ ________________________ _____________________________ * A . 4.000 1.500 NAILED -0.125 10.000 227 EJ4A 4.000 1.500 NAILED 4.000 10.000 79 EJ4A 4.000 1.500 NAILED 4.000 12.055 165 ________________________________________________________________ EJ4C 4.000 7.625 WALL 0.000 10.000 500 EJ4C 4.000 1.500 NAILED 4.000 10.667 59 EJ4C 4.000 1.500 NAILED 4.000 12.055 126 ________________________________________________________________ EJ6 6.000 7.625 WALL 0.000 10.000 575 EJ6 6.000 1.500 NAILED 6.000 10.000 110 EJ6 6.000 1.500 NAILED 6.000 13.055 226 ________________________________________________________________ HJ4 5.594 10.033 WALL 0.000 10.000 338 HJ4 5.594 1.500 NAILED 5.594 10.000 93 HJ4 5.594 1.500 NAILED 5.594 12.033 73 ________________________________________________________________ HJ4C 5.594 10.034 WALL 0.000 10.000 343 HJ4C 5.594 1.500 NAILED 5.594 10.667 86 HJ4C 5.594 1.500 NAILED 5.594 12.033 79 ________________________________________________________________ HJ6 8.423 10.033 WALL 0.000 10.000 585 HJ6 8.423 1.500 NAILED 8.423 10.000 312 H16 8.423 1.500 NAILED 8.423 13.033 277 -814 -755 -1692 -1613 -3310 -3307 -556 -556 -558 -558 -560 -560 -960 -1117 -369 -367 -370 -369 -454 -454 -455 -455 -457 -457 -557 -580 .999=92J a __________________________________________ -172 -30 -37 -37 __________________________________________ -165 -15 73 -73 __________________________________________ -165 -15 -7373 _______________________________________ 54 - 18 -90 __________________________________________ -174 -16 -69 69 __________________________________________ -184 -16 125 25 __________________________________________ -148 -19 p2 -22 __________________________________________ -155 -16 22 -22 __________________________________________ -244 -52 -159 J44 4.375 WALL .000 12.000 9 -136 J44 4.375 4. .500 500 WALL 44.000 12.000 1 90 -56 ----------------------------------------------------------------------------------------------------- J45 4.375 . WALL .000 12.000 5 -240 J45 4.375 4.500 500 WALL 4.000 12.000 52222 -180 _____________________________________________________________________________________________________ J46 4.375 . WALL .000 1.000 50 -229 J46 4.375 4.500 500 WALL 4.000 100.000 502 -183 J47 --------------------------------------- 7.000 7.625 WALL 0.000 10.000 ______________________________________________________ B00 -336 J47 7.000 3.000 HANGER 6.750 10.000 669 -258 J48 4.375 WALL 10.000 4B7232 --77 J48 4.375 4.500 4.500 WALL 4.000 4.000 10.000 232 -77 ----------------------------------------------------------------------------------------------- J4A 4.000 7.625 WALL 0.000 10.000 443 -153 J4A 4.000 3.000 HANGER 3.750 10.000 425 -145 J4G 4.008 7.000 WALL 10.000 -377 J4G 4.008 3.000 HANGER 3.750 3.750 10.000 421 1421 -532 532 _______________________________________________________________ J6G 6.000 YIALL 10.000 1929 __________________________________ -446 J6G 6.000 3.000 3.000 HANGER 5.750 5.750 10.000 1929 64 -464 ________________________________________________________________________________________________ J7 7.000 WALL 10.000 -E09 ___________ J7 7.000 3.000 3.000 HANGER 6.750 6.750 10.000 356 356 -159 _____________________________________________________________________________________________________________ J74 7.271 7.625 WALL 12.000 48 -101 J74 7.271 7.625 WALL 6. .635 635 12.000 408 -197 97 _________________________________________________________________________________________________ J76 7.635 7.625 WALL 12.000 237 -156 J76 7.635 7.625 WALL 7.000 7.000 12.000 346 346 -156 Y CLR Reinf orcing This detail is to be used when a Continuous Lateral Restraint (CLR) is specified on a truss design but an alternative web reinforcement method is desired. Notes: This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab ReinF. 2.3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4(K) 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x60K) T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 00 Center scab on wide face of web. Apply (1) scab to each face of web. Member Substitution T-Reinforcement Or T-Reinf. L-Reinforcement: or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0%, ln) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. T-Reinf. L-Reinf. Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per Face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. Scab Reinf, ^ d O II � ��� j� jl� Il� AN fTW COMPANY 13m tiyslpan oma Swop 200 Maryland Heights. MO 63043 ..vw MbQ. READ MD FMLIIV ALL e & ON TgS BRAvlxre —,emTAN1.. (LRNIPI THIS BRAVING CIWi TO KL RRCTW$ IrUlaDING TIE ItSTNLERS Tr ... r. 'retire vtrcne .... M fobNcotl,g. Moclirq, .1 pye,, M.Wt g ona broc'ug Role, to ood (alo. the latest eatmp or a°Csel aeeTane Lpnpwent se(pty mmrnetbn, by IN end sae" n" - fety uttices p— to performo, these (vKtions. InstoNers shall provWe temporary Gociog per BC51. nless opted othe—ise, top and shop o!e properly attocl.ea tructura he.thpg pad bottom a oN here a Property ptmcMd rigid ceaio, Laoti z — (or p—movot lateral rest—lol o(. Shall hove Erode tas .1 per SCSI ecta�s M. al or Bet as pp uss .. d .11 plates to ppCh (pCIC .r truss pod o,. 160 p horn oboe end to oe . .. Demva, we:: aorta atnerasw • Rere. to arp.ing: IeaA-i for apnaora dote podebnp. s Alpine. o .N ion or nv B.R.Q C.opoesels Or. Im..11 ,wt be poosime for soy daviall.n rr. tly5 are.ma any focure to surd the truss In con ornorce .lth ANSI1TPI 1. or (or loot,. sluppbp. mstpnmipn a b-ci g pf trusses. A pl on tIrs d„o:rp a t r wee lut'.g ws drp.ig. b.dcates acceptorce of prpflssbnl e„RtP.v, resrvsauq mdv eror n: aeslrr stern The sdeabvnr na of u,t areas, rw ." structure Is the rvspwaibiity of the BuRi st vcs , per aSVTVI I sec .. for more mfor—Tian s e tors Jab's ge—at notes Page and these sea setest ALITxE Idneite.crn Tpl e...tpb.stpeg� S.C....Sbclntlustry.,B; Ica ....it[seiPo.9 Jyv;" �� QO•••J S`[ 0. 848 • •y :• } �' A-. ATE : Q 9�'••F P,,• (4� ��F •,; a s y 'b,.. S/p LEC� ' 15 -'p4m pp TC LL PSF TC DL PSF BC DL PSF BC LL PSF TUT. LD. PSF REF CLR SUbSt. DATE 10/01/14 DRWG BRCLBSUB1014 DUR. FAC. SPACING 09/24/2015 . 03 ` 'L . 1 } . DATE FILED: D' / l ^' Iz- REVISION FEE: 1. LOCATION ADDRESS: Tarpon Fl F1 3. 4. SCANNED BY St. Lucie minty PERMIT# 1508-0287 RECEIPT # PLANNING & DEVELOPMEI BUILDING & CODE REGULA7 2300 VIRGINIA AVE] FORT PIERCE, FL 349E (772) 462-1553 FAX (772) APPLICATION FOR /SITE �Gw r R T� , f 3931 e Fd�D e #O 1VN '�17 ats DESCRIPTI Y ),\n flp 71,e 1 Fnil 4�' DETAILED REVISIONS. Changes of the Trusses added an 8" coffer in master bedroom -Y' NV6W A/Ofl !r for (,l nc✓ur vs CONTRACTOR INFORMATION: STATE of FL REG./CERT. 4. CRC1330669 ST. LUCIE COUNTY CERT. #: 29443 BUSINESS NAME: Hampton BuyHomes QUALIFIERS N Keith Clarke ADDRESS: Somerset ores Cr CITY: vrlanao STATE: ZIP: PHONE (DAYTIME): FAX: OWNERBUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: 5. ARCHITECTBNGINEER INFORMATION: NAME: Stom q ADDRESS: CITY: PHONE (DAYTIME): Revised 07/22/2014 STATE: FAX: RECEIVED OCT / 1 2015 TARPON FLATS -CUSTOM 'MODEL LOT 19 Planning & Development Services Department -off ~� Building & Regulations Division `ff Product eview Affidavit Building Permit # !< / Owners Name Applicant: Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number I Product Approval Number Glass Type Method of Attachment Windows +45.871-57.53 PSF +801-80 PSF LAWSON IND. SH-7700 I NOA-14-0908.10 4 1/4" ELCO SS4 CRETE-FLEX TO CONCRETE Mullions +42.911-55.50 PSF +64 PSF LAWSON IND. CLIPPED NOA-14-0908.08 N/A 1/4" ELCO SS AGGREGATOR TO CONCRETE Fixed Glass +45.871-61.42 PSF +68/-68 PSF LAWSON IND. PW4200/6200 NOA-14-0908.18 5 1/4" ELCO SS4 CRETE-FLEX TO CONCRETE Block Glass N/A SMIghts N/A Sliding Glass Doors +38.92/47.51 PSF +56.71-65 PSF LAWSON IND SGD9200 NOA-12-1204.12 A 1/4" ELCO SS4 CRETE-FLEX TO CONCRETE Swing T pe-Doors +43.26/47.15 PSF +65/-65 PSF THERMATRU SMOOTH STAR FL8871-R4 N/A 1/4" ITW SCREWS TO CONCRETE French Doors N/A Garage Doors +40.341-50.35 PSF +51.11-60.3 PSF AMARR HERITAGE NOA-13-0503.06 N/A 3/8"X2-3/4" HILTI SLEEVE ANCHOR TO CONC. Hurricane Protection N/A Roof Ventilation N/A - Roofing Material -75 PSF -86 PSF METAL FABRICATORS, SV METAL ROOF FL17022.1 WA #9 EWOOD SCREW w/ WSW SCRREWEDWED T TO PLYWOOD DECK SPACING @ 12" O.C., ROW SPACING 16" O.C. Front Entry Door +41.80/45.68 PSF +65/-65 PSF THERMATRU MOOTH STAR FL15225.5-80 N/A 1/4" ITW SCREWS TO CONCRETE :wed the above components or cladding and I have approved thel(use and forces specified by current code provisions. RANDALL STOFFT Prof: ARCHITECT Signature: Cert. No. FL-0011105 Date- 09.14.1 adequate resistance to the seal MIAMI-DWE MIAMI—DADE COUNTY, FLORIDA MM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.aov/economy Lawson Industries, Inc. 8501 NW 90tb Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves. the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "4200/ 6200 Flange -Frame" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L4200-6200-1201, titled "Series-4200-6200 Flange -Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically -terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at tite request of the Building Official. This NOA revises NOA No. 12-0307.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted. documentation was reviewed by Jaime D. Gascon, P.'E: �r NOA No.14-0908.18 .,GASa1n ExpiralionDate: Augusl22,2017 12 i�r� Approval Date: December 11, 2014 Page 1 AA,". 79 AR#0011105 APPROVED ❑ REVISE & RESUBMIT APPROVED AS CORRECTED REJECTED This review is only for general conformance with the dosign concept of the pro,cl and general compliance with the informallon given in the contract document. Corrochcns or comments made on the shop drawings during Chia reV.sly do not relieve the contactor from comp'ance with the requ,,re. msvta of the plans and Spacificalioes. Approval of a specific item sha'I not inN,�da aPPmtal of an assembly of which the item is a component. Con- tracto' is responsible for: Dimensions to be confirmed and correlated at the job,'.a; lcfcmavon bhat pertains sorely to the fabrication processes or to the means, methods, techniques, sequences and Procedures of consiruc. lion: coo dinafon of the work of 0 other trades: and for performing all work in a safe and satisfactory manner. _ DATE %K By: MIAMI-DADE MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 ,E OF ACCEPTANCE w Y.miamidade.eov/economy Lawson Industries, Inc. 8501 NW 901h Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves. the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the.applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "4200/ 6200 Flange —Frame" Aluminum Fixed Window —L.M.I. APPROVAL DOCUMENT: Drawing No. L4200-6200-1201, titled "Series-4200-6200 Flange —Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Lnpact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically -terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0307.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted. documentation was reviewed by Jaime D. Gascon, P.'E: ia"' }t*'tip I�t 1*: l➢i'';, ARPAOYED T' l' d it Fr aka 1 • is �� 1 � �. ,s 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0307.06) 2. Drawing No. L4200-6200-1201, titled "Series-4200-6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along tivith marked -up drawings and installation diagram of an arch- and a rectangular fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-12-4010 and HETI-11-3363, both dated. 03/05/12, signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA No.12-0307.06) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a rectangular-, a circular arch- and an elliptical arch fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09-2614, dated 09/04/09, HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07/10/09, HETI-09 2584, dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09-2580 and dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted underpreviousNOA No. 12-0307.06) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a rectangular fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09-2613, dated 09/04/09, 11&1-09 2611, dated 09/04/09, HETI-09-2585, dated 07/10/09; HETI-09-2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No.12-0307.06) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a rectangular fin -flame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03 and HETI-03-1776, dated 01/30103, all signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA No. 03-0327.11) Jaime D. Gascon, . E. Product Control Section' Supervisor NOA No. 14-0908.18 Expiration Date: August 22, 2017 Approval Date: December 11, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of a rectangular—, a circular arch— and an elliptical arch fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1777, dated 01/30/03, HETI-03-1774A and dated 01/30/03, HE,TI-03-1774B, dated 01/30/03, all signed and sealed by Rafael Droz—Seda, P. E. (Submitted under previous NOA No. 03-0327.11) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked —up drawings and installation diagram of a circular arch fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1215, dated 04/08/02 and HETI-01-1193, dated 04/08/02, both signed and sealed by Hector Medina, P. E. (Srbmitted iur(ter previous NOA No. 02-0701.01) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —rip drawings and installation diagram of a rectangular—, a circular arch— and an elliptical arch fin—fiame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1158, dated 04/08/02, HETI-01-1103, dated 02/12/02 and HETI-01-1098, dated 02/11102, all signed and sealed by Hector Medina, P. E. (Submitted under previous NOA No. 02-0701.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/01/12, signed and sealed by Thomas J. Soros, P. E. (Submitted under previous NOA No. 12-0307 06) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). Jaime A Gascon, P. M' Product Control Section Supervisor NOA No.14-0908.18 Expiration Date: August 22, 2017 Approval Date: December 11, 201A E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.13-012917 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas© Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No.14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18, F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5'h Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 4. Statement letter of no financial interest, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.1,2-030R 06) 5. Laboratory compliance letter for Test Reports No.'s HETI-09-2614, dated 09104/09, HETI-09-2612, dated 09/02/09, HETI-092586, dated 07/10/09, HETI-09-2584, dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09 2580, dated 07/10/09; HETI-09-2613, dated 09/04109, HETI-09-2611, dated 09/04/09, HETI-09-2585, dated 07/10/09, HETI-09 2581, dated 07/10/09 and HE, TI-09-2579, dated 07/10/09, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No.12-0307.06) 6. Laboratory compliance letter for Test Reports No.'s HETI-12--4010 dated 03/05/12, HETI-11-3363, dated 03/05/12, HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-03-1777, dated.01/30/03, HETI-03-1774A, dated 01/30/03 and HETI-03-177413, dated 01/30/03, all issued by Hurricane Engineering &Testing, Inc., signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA's No.'s 12-0307, 06) G. OTHERS 1. Notice of Acceptance No. 12-0307.06, issued to Lawson Industries, Inc. for their Series "42001 6200 Flange -Frame" Aluminum Fixed Window - L.M.I.", approved on 05/24/12 and expiring on 08/22/17. Jaime D. Gascony Product Control Section Supervisor NOA No.144908.18 Expiration Date: Angust22,2017 Approval Date: December 11, 2014 B-3 SERIES-4200 / 6200 FIXED IMPACT WINDOW — FLANGE FRAME APPROVED WINDOW ELEVATIONS (L M IMPACT) VINWV MEIGNi� LVIxmV wvm ONARiER-PININq FI NAROx VIIIBOV HL p� HAIIF-ROIINn VIIIDBVII—' 1 pRCHE➢ mulwv vmix IYR�fA1 F vlxmv vlvTx PILTIRF wINMW VINYOV HEIGxI L �wOw XFMAlY1N T91fP1 F NATION -NA�RON VIM. xE�LJ VINWV HIEIGM L I V1rypOV VIB1N �— SQUARE PIf.RIgF WINDOW FLEVARON VINWV VIBIH RFIT.WfMAa rypfeL ELWARON VINvw xCI4NT vwvvv 1IOM J VlxvoV MLLC) L wxvvv xElcxT FlIII ROUND ttPlf I REVpRON VINpOV VIOTX RECRUG IFfTANG l Ax�AL UWARO vlxmv Horn SQUARE PICRIRF WINDOW UWATION vlxmv MMT hxOw Ivrx (NAI 1YPICsi_ Lr FypTON VINO I RE M _Y ¢c HT. VWppV VIBTN Fff.ED EYE BROW ELNATION vIN4w NE� VINQw D. OUAOUARTER-ROUND WMal HERNT L ,„my J VIB1H OCTAGON MCA1 FINARON ALLOWABLE LOADS FOR ALTERNATE SHARES AS SHOWN, CANBE VERIFlED BY INSCRIBING PICNRE NiN0OW SHAPE WIRN A SCUME OR RECTANGLE, AS SHOW IN DOTTED LINES ANO OBTAINING ALLOWPBLE LOADS FROM NOSE RIMEITR FASTENERS ARE AS DESCRIBED HEREIN FASKN PRONDEA P DESCRIBED FOR SIZE AND SPACING. VINBw R. wxvvv vmTH 'Fl II'Fl IIPUM—TYPIC0 BNATONTPIC0 BNATM 74 nnn' WINDOW WIDTH - 70.B12' D.L. UPO. 2• N A TYP. 6' ATL 12. 1 F IR —x ii Z '3mo U.' ��c �.EiAS$/il D . Bpi n VAX TYP. CORNERS PRODUCTREVISED Wild) YiuBWNH IM NIollda //QQ11yj�'� ,l pp�� ROD3IPBCOde _0%) &. 16 Atteplmw No // E liP Du �� / 2 Nu'E cDNPo3XG Conlin E%T. D INT. PALSEIED V1 AL TYPICAL ELEVATION NIRITINS ARE AND ARE vA TESTED UNIT vASILICONE OP ARE NOTE: AVAILABLE AS OPTIONAL MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: E, F, J, K AND L. - SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4 FOR SIZE LIMITATIONS OF EACH GLASS TYPE. General Notes: WINDOWS ARE L.M. IMPACT MIAMI—DADE COUNTY APPROVED SBUTTRR9 NOT REQUIRED 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VEWC17Y (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE RENEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED 1N THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; (SEE SHEET #3 FOR GLASS TYPES AND SHEET E4 FOR MAX. DESIGN PRESSURES). R.) WINDOWS WITH GLASS TYPES 'B, C, F, OR G- INSTALLED ABOVE 30ft. IN THE HYDE. THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & S. B.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 0.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET ®2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 MC CHAPTER 24. 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI—DADE COUNTY APPROVED PRODUCTS USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM -THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE ENTIRE MULLED SYSTEM. 12.) SEE SHEET b 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG.. CODE. r� i °arv,yNaiN3xa3exl Ol JA t SSb19 a31VNIWV-I WII A 'XVW > x z 2 HOM11,11Ir a01aHd.X3 _ aNNOdHOJ 9NIaa39 3NT3Hatl 3NOJIIIS ti 1 9MNIGV N313HI83d 33 a 36b 8HI831%3 tig •. DaN O Isla • SabOI a3SOdWI NIV1SITS 1SnW WIN .On I I N 'UNIT NOS^Vl A9 TON NJO9 a00A rd (9NIOVdS HAN31SVJ 'XVH HOd MA V3313 b 33S) Ill 133H$ IV NO3M(I3 3S) Ill ltl ImI1bNl3 33S) Ip 133M IV Ml 'JNOJ O1N1 1N3Wa38W3 'MIN W OM vow DINT aH3 'NM O A/1 l /A NOJdtll .0/{ v/T r /A - .HI /n sHs hla 9p XIa1l1 3Htltll IIaaMA — n 9MX'INU a313HI83,1 -' • .•'. 3OVa9 an1a31K3 IIInYJ ^,:'_ O a01aHS%H L O 30tl8O '1k3 - 3ONV1SIa 39a3-- •' b m 'NIW .9/1 1 Wa391,1 - N O o IM93a - - _ Z n 'NTH :h/1 I 'MIN .6/l 11 p mom ,s / n y (9M13VdS 83N31SV3 '%VH 8OJ ' Itl 133HS lb NOI1VA313 33S).o y Im u �NO3 OIM 1UNO3aX3 NIW .6/1 1 /A 1113 V1 .h/1. SSV19 031VNIWI a0la'.'Id.Nf b m ONIY]dNOJ 9N1903O 01 O m 3AImab 3NO3111S y VJ %bN N01 IT 03 S V NUI 1B 133H2 lb NOI1VA313 3NTH ('dAll 1VWJ30 SNJnO O00A '1£ '000n THAI 'NIW A'131tlHtld3S ' .f/1 1 /A 'SHS 610 SWS '9919 A9 03A31A38 38 01 9 a3833N19N3 SNJn9 0OOA IIV `XtlW '0'0 .ZI IV 'ONaJ 80 U00A O1NI NOI1VH13N3d .b/1 I JO wnWINIW V HIIA "01,103 DINT S83NIISVJ 'JNOJ a3AOHddV I° SNaJdVI .t/1 60 'QOOA O1NI SA3H3S '9A 80 SWS Z{% 39 01 S801K)NV :Hd.ON SiIOHONY 'a3H111113H 10N 3HY miHs '.9/1 NVH1 SSM III AHNOSVH HO XJn9 3H1 a" 3AYH3 MOaNIM 3111 N33,'Aa.39 JY9 MI 14311M ('dAA SZI Hla A8 A7W3 3aV89 80I8303 a3M8ddV NV /A 031US 39 al 3xV8d AOaNIA 3111 JO 83131iIH3d '1%3 U3SOd%3 3111 'Z VdAD U31IVlSM AOaNIA A9 39NVll JO N313WIN3d 3HI1N3 3H1 100H9008H1 NI VO II '1X3 NV /A 03aa39-X3V8 39 01 3911VIJ 3WVH3 MANIA 3111 '1 �S' 0 OIJ.tl77tld,SNI 0 'IItld.HO O V'I7tl,LSNI H MI 00 (' I St.. A8 a31WY 3l OL :S]IY121gNI Na5lIY1, Al 1 AY9M%1O tl31911M3d M 111 is .. aolaadxa A8 ZIOR13.LNI INI]VdS a3N31SVJ xVW aOJ 133HS IV NOTIVA313 33S) 'aOOA OLNI IN R[13an NIH 4/1 1 /A'S'W'S t1O LAMINATED INSULATED GLASS COMPOSITION TYPE B ITEM DESCRIPTION 1 DETAIL / I © Jr(- I LEE ANN. GLASS 2 0.090' SAFLEX PVB-SULUTIA 3 I/8' ANNEALED GLASS I .11'1 ? 4 1/4' INSULATED AIR SPACE=lr-,H-I` " 5 (D 1/8' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE C ITEM DESCRIPTION DETAIL I LT' ANNEALED GLASS vis• __ _ __ ,1 ® 1/.•'� 2 0.090- $AELEX PVB-SDLUTIA 3 I/OV ANNEALED GLASS 4 1/4' INSULATED AIR SPACE ' - ---_— 5 (U 3/16' ANNEALE➢ DR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE F ITEM DESCRIPTION 1 DETAIL -L I 1/e' HEAT-STRENGHTENE➢ GLASS 2 II/(P' BUTACITE PVB-UUPDNT 3 1/8' GLASS _ 4 INSULATED ARTENE➢ 1/4' INSULATE➢ AIR SPACE 5 (-) LS' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE G TEEN DESCRIPTION DETAIL I 1/8' NEAT-STRENGHTENED GLASS I 0ns• -1� 2 0.090• BUTACITE PVB-➢UPDNT 3 1/8' NEAT-STRENGHTENE➢ GLASS 4 1/I' INSULATED AIR SPACE 5 (.) 3/16' ANNEALED DR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE L ITEM DESCRIPTION DETAIL I 3/16' HEAT-STRENGHTENED GLASS nr -- _--3 ul am' - - ' 2 0.090' BUTACITE PVB-DUPONT 3 3/16- HEAT-STRENGHTENE➢ GLASS 4 1/4' INSULATED AIR SPACE 5 3/16' TEMPERED GLASS Notes: 1.) SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. `$ 2.) WINDOWS WITH GLASS TYPES °B. C. F, OR G' INSTALLED ABOVE 30 FT. IN THE RVHZ, THE I.C. EMRIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2010, Section 2411.3.3.7). INSULATED 'SILICONE OPTIONS'- DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 INSULATED LAMINATED/ INSULATED GLASS TYPICAL GLAZING DETAIL 5 16 LAMINATED GLASS COMPOSITION - TYPE A ITEM P.IA99 ➢ESCRIPTION OEPAIL =_ -- 2 AAs4 I 1 nwo•� 1 2 1/8' ANNEALED GLASS 3 LASSPVRDUPDNT 1/8' ANNEALED GLASS 1/8' ANNEALED 5 16 LAMINATED GLASS COMPOSITION - TYPE D =9 GLASS DESCRIPTION 1 DETAIL J- 1 1/0' HEAT-STRENGHTENED GLASS AA3o•i/e 2 O.C90• BUTACITE PVH-DUPUNT I 11-- - —aa a� 3 1/8' HEAT-STRENGHTENED GLASS 13 32" LAMINATED GLASS COMPOSITION - TYPE E ITEM GLASS DESCRIPTION USE 1 3/16. HEAT-STRENGHTENE➢ GLASS B' Aw 2 OA90SAFLEX PVD-SULUTIA vU, 3 1/8' TEAT-STRENGHTENE➢ GLASS a,tt• 7/I6" LAMINATED GLASS COMPOSITION - TYPE H ITEM CUSS DESCRIPTION DETAIL 1 3/16' ANNEALED GLASS 2 0.090' SAFLE% PVB-SGLUTIA 3 3/16' ANNEALED GLASS 7 16 LAMINATED GLASS COMPOSITION - TYPE I TEEM CLASS DESCRIPTION mu, 3/16' ANNEALED GLASS 3/6 1 2 0.090' BUTACITE PVH-➢UPDNT .Hour also• 3/16' ANNEALED GLASS I s -- -- --� 3 7 16' LAMINATED GLASS COMPOSITION - TYPE S ITEM I CLASS ➢ESCRIPEION DETAIL I 3/16' HEgT-STRENGHTENE➢ GLASS T s c 3 i 2 OA90' SGP-➢UPDNT T 3 3/16' HEAT-STRENGHTENE➢ GLASS 7 16LAMINATED GLASS COMPOSITION - TYPE E ITEM GLASS ➢ESCRIPTIon DETAIL 3/16' HEAT-STRENGHTENE➢ GLASS =--v-� 2 0.090- BUTACITE PVB-UUPUNT ----.-- - wsp• 3 3/I6' HEAT-STRENGHTENE➢ GLASS t SILICONE SCHNEE-MOREHEAD SM 5731 DOW CORNING 899 TREMCO SPECTRUM 2 ne ei LAMINATED H c a �( MONOLITHIC m o n 3 GIA7ING STOP u i 0 CIRCULAR WOWS. msd VMINATED 3 IAIAMATED ° MONOLITHIC ---- --r MONOLITHIC _ ---- - . -L z ObnO'�— a6n0'�— ® M GLAZING DEPTH GLAZING DEPTH 3 . WAINATED MONOUDTIC 'SILICONE OPTIONS', (~ DOW CORNING 099 SCHNEE-MOREHEAO 1711 IZI DOW SPECTRUM 2 Q z GLAZING DEPTH H LAMINATED/MONOLITHIC GLASS TYPICAL GLAZING DETAIL INtODUCTRLVISBO m aa•PPIYil, aPM1 U¢ 1710Aa�j//I EA[ttmLHYop�lPnp/rVHNnoN^' Z�11 p%Laml-T3POz Aotlua C'mnml ,. I 4200fi200 FIXED IMPACTWINDOW MODULAR SIZES CHART -DESIGN LOAD CAPACITY-PSF 4200-6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART -DESIGN LOAD CAPACITY-PSF WINDOW DIMS. GLASS TYPES _ WINDOW DIMS. GLASS TYPES y ., WITTH wrvoix A B C D E F G H I J K L WmtH URI.TH A B CD E F K L o¢ ` inL _.1.DP --DP +/-DP -1-DP M-DP V-D .1-DP H-UP H-DP H-DP +/-DP H-CY Iln.l �nA 1-0P N-OP +/.DP N-DP N-DP N-DP +FDP H-W N-DP +/-DP .1 DP N-D_P oo q 24" 60 W AS fie 65 CA 6B fi8 6B 78 65 fiB 19415' 60 66 68 fib 65 68 fib 58 W ]8 85 69 m z 30' Be fib 68 68 65 68 60 fi8 fi8 78 65 66 2612' 68 68 68 68 65 68 60 68 fib 16 65 � ^ y 35 68 68 68 Be 65 0 60 68 68 78 65 60 3T 28" 68 SO 68 65 65 CA 68 68 CA ]e 65 CA n 4T 36" fib 60 68 68 fi5 60 68 69 66 ]6 65 60 1. 68 68 88 68 Be fi8 60 EB " 69 78 65 88. H o V C] 48' 68 EB 68 60 65 fib 68 (E fi0 76 65 BB 531AP 68 68 68 65 68 60 ® W 78 85 66 F.] 68 Be 68 68 65 83 68 86 88 ]8 65 88 131/6' 08 EB fib 66 fi5 EB 68 E9 E8 ]8 65 Be W 68 68 68 68 65 fib BB fig 6B ]B fi5 68 26-12" Be CA fi8 - 68 65 68 88 CA 68 ]e 65 fib W 2d" 68 AN 66 69 55 fi8 68 68 Be 78 65 68 3Y 36B/8- 68 fi8 68 68 B5 56 68 %2 fi62 78 65 m 3 LL `� y W. 68 69 BB 08 85 fi8 6B CS 68 78 65 68 48' 68 6B 68 60 65 fi8 0S 63.8 638 78 65 0 Z w o o CEJ W. Be 60 68 6B 65 86. 68 fiB 68 ]8 65 6B 53.118' 68 68 6B 68 65 66 BB WR 636 78 65 Be Z 4 4T' 4B" 68 EB fiB 60 65 Be 60 61.] 583 78 85 6B 194I8• 68 60 68 60 fi5 Be 68 68 68 78 65 66 ✓oi w x .�, d M 48' 68 60 68 68 65 58 68 56.6 51 ]8 65 fiB ]611 68 60 68 68 65 68 68 fiB AS 78 65 68 m x u ! c 54" z z x 88 65 6B 68 56b 51 78 65 EB 3]' S65'8' 68 fiB 68 68 fi5 69 68 65.2 662 ]B 65 68 o fi8' x z x 68 65 BOB 60 x x 78 65 88 a W N 4B' x x x 68 fiB fib x 51 ]8 85 86 ♦p 24" 68 AS 6B 68 65 fi8 fi8 fie fi5 ]8 65 60• 5311E' x x x 68 65 EB 68 x s ]B 85 � d I 3P 68 68 68 68 65 AN fi8 fiB � ]S 85 fiB y 1848' - 86 60 68 68 65 fib Be � � ]B 85 36' 68 x fiB 68 65 AS 68 6B 60 ]8 85 6B - 42' �" x x x 68 65 68 68 6x 583 ]e 65 60 2612' - fiB fi8 fi8 68 AS 68 'No 63 6B 78 85 W P. �• 3l" 58• fiB 66 66 BB AS 60 68 x 662 78 46' x x x 68 65 x x x X ]8 65 fiB y, 2 59" x x x 65 z x x x 78 85 68 x x x BB 65 88 x' x 78 65 89 Uy EB' x x x x 65 x x x x 78 65 60 5319' x x x x fi5 68 x x x 78 65 fiB H 24" 68 AS 68 68 65 66 68 66 66 78 65 66 19.110, 60 fiB 68 Be fi5 68 68 fiB fiB 78 65 69 1d LS q yyy 30' 68 fi8 68 68 fi5 fi8 68 OR fi8 78 65 fi8 26-12 68 59 68 fi8 fi5 fi8 68 fi8 AN 78 65 N, v Ty 3S' x x x 68 65 fi8 68 B5.5 Be 70 65 AN I 63" x x x 60 65 fi8 fi8 x 662 ]8 65 AD q 0 4T TY x x x x 65 W x z x 78 65 AN x x x x fi5 fiB x x x 70 65 68 0 0 48' x x x x 65 x x z x 78 85 68 x x x x 65 fib x z z ]6 85 68 4; w V AV x x x x 65 z x x x ]4.] 65 6B 19,118' BB 68 68 68 65 68 68 60 6B 78 65 68 NNN tqy 60' z x x x 65 z x x x ]2. 65 68 26-1& fiB 68 68 68 65 fi8 68 z 50 78 65 fi6 q O O 24• 80 68 68 65 6B 68 68 66 ]8 65 66 3P ]d" x n x 80 85 6S 68 x x ]8 fi5 69 1. 69 68 68 68 65 Be, 68 Be 68 70 65 68 �• x x x X 65 BB x x z ]56 65 N w 1. x x x 68 65 fi0 60 64B fib ]8 65 68 53118' x x z x fi5 60 x x x 72 65 68 , I 42' ]4" z x x x 65 x x x x 78 65 58 tg11B" 68 88 BB BB 65 E8 86 68 5B ]e 65 68 N k 40' x x x x 65 x x x x 756 65 68 26-1R' fiB GO 68 68 65 fiB fib x CA .I6 65 :fiB ����\III Qh I N KF 54" x x x x 65 z x x x 71.5 65 fi8 3P 74-11V x x x Be ES 68 68 x x 78 65 05 l F 03 fill nPx x x 65 z x x z E67 85 88 d8' x x x x 65 ON n x x 75.2 85 fi8 9 2C 66 69 68 65 60 68 60 fi0 78 65 68 5310' 60 68 z E5 69 x x x ]i.fi fi5 60 CY 9J' x x 68 E5 0J 68 60 E0 78 65 f0 W. 89" x x x 65 x x 70 65 fi0 m 42' x % x 85 x x x x ]B 65 60 4B' x x 65 x x z x- ]35 65 68 N 24" 68 68 68 65 66 89 6B 68 78 65 68 {o o 1. �. x z 68 65 ED 60 s x 78 85 x x 85 x x x 76 65 $ L 42' z fi5 x x x. 768 65 fiB _ 24' z x fib 65 66 fi8 CA 60 ]B 65 ce Notes (•l: 3U 108' x x x 65 x x x x ]B 65 68 v 35' x x x 65 x x x x ]4] 65 68 1.) SEE SHEEP 3 FOR. GLAZING TYPES, ➢ETAIIS. & SILICONE OPTIONS. 24" x x x fi5 ® 6a x s 76 85 60 ,SE 2.) WINDOWS WITH CLASS TYPES °B, C. F, OR G' INSTALLED 9]' 120' x x x x 65 x x x ]8 65 fiB ABOVE 30 FT. IN THE HVHZ, THE I.C. EXTERIOR LICE SHALL i F 36' x z x z 65 x x x ]4.1 65 63 BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT < RESLSTANCF. REQUIREMENTS (FBC-2014, Section 2411.3.3.7). gi r j ,01 ............. a J �•N O O N IM I i PRODUCT96YI D :ti�al 3�� waplr "a mer'm��w ^ p z _ L Ae9ipm�yw No 70 zo,.. 10p�! Z N.]•C� WD c h rdOtx Arv0 ORUENUH HOCZONT oxs CAN SH 6L ORIENTED " il414In I PPttt` � v6RRCNLV OR HONZONi011Y AS SHOWN PROVE I,m ad: Pm4'�N CnnHnl a a D DILL OF MATERIALS ITEM PART # QUANTITY DESCRIPTION MATERIAL REMARKS 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063—T6 — 2 L-7708 4 GLAZING BEAD (5/16" GLASS) 6063—T6 — 3 L-7708 4 GLAZING BEAD (3/8" & 13/32" GLASS) 6063—T6 — 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063—T6 — 5 L-7711 4 GLAZING BEAD (5/16" GLASS— INSULATED) 6063—T6 — 6 L-5211 4 GLAZING BEAD (7/16" GLASS — INSULATED) 6063—T6 — 7 #8 X 3/4" 2/ CORNER ASSEMBLY SCREWS — P.H. PHILLIPS 8 L-4204 AS REDD. GLAZING BEAD AT CIRCULAR WDWS. 5063-75 — 9 VWS-004 AS REOD. GLAZING GASKET SOFT PVC — 10 AS RE00. GLAZING SILICONE 11 PL 786020 AS REpD. GLAZING SELTING BLOCK SOFT PVC 1/8" X 1/8' X 2" 12 812-25H-357 AS REOD. "TruSeal" Duro Seal Swiggle Spacer 1/4" BLACK 1/4' AIR SPACE WINDOW FRAME EXTRUS[ON DETAILB 2E93 Mal .]B A62 TYP -A 040 r—( .BSO .391 050 —T TYP' 808 7]3 �1.509 FRAME HEAD/SILL/JAMB Z GLAZING STOP (5/16" GLASS) IH- 310 .850.040 272 —( M50050 TY0.. TYP. ,]]3 I� 3L 3 GLAZING STOP 4 GLAZING STOP (7/16" CLASS) (3/8" & 13/32" GLASS) 310 O50 .850 .IL3 0.D .050 .992 .0So A 2 T,P. TYP. I« 5 .604 INSULATED GIAZING STOP W/ 5/16" LAMINATED GLASS 6 BGD INSULATED GLAZING STOP W/ 7/16" WAINATED GLASS on v. r _( I�LIuJLIIu.BOB 8 .466 i GLAZING STOP (CIRCULAR WOW.) SEE MULLION MPRONAIS FOR NULUON ] E. SZE AND Y DESIGN PRESSURE UMRATIONS. ALUMINUM MILLION — (ALU M. 0.078" MIN. THICK) NOTE THE WWER PRESSURES OF THE WINDOW OR MUD- SRALL GOVERN EXTERIOR IT Ia e. xren ] �mAUE RE6T. OR $OUNIT WWOOW$ ON RM COMM O TPIUL CORNER O CONSIRIILTOH FRAME RADIUS JOINT FRAME END CORNER FRAME CORNER & JOINT DETAILS SEALANT FRAME CORNERS, OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GV ING BEAD WITH CLEAR SILICONE RNME lR NU FRAME MULLLNG DETAIL PILODDCTRBVISED eon@IY108 wIINWe Florida fluildiLl=P 05.18 5.^ Q Ajt 4 W No CJ .JF� evPl 8 Miami adcPrc ttCwVol —SE£ MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE UMRATONS, INTERIOR NOTE: THE LONER PRESSURES OF ._ 1/4' MAX THE WINDOW OR MULL SHALL GOVERN 1125.0.S.%I1/"L AT 12' MC, MAX NOTE: I. ALL STEEL IN CONTACT ME AWN. TO BE PAWED OR PLATED_ 2. METAL $IX."T S: A) STEM : F, = 36 K9 MIN. (STEEL 18 GX MIN. THICK — 0.040') SS. 8) I UWNW : 8063—T8 UN. (ALUM. 0.078" MIN. THICK) iIMEIEA YIINOOW fINNE EXTERIOR $'). - METAL STRUCTURE ATTACHMENT METAL STRUCTURE ATTACHMENT D�AII U. O on M®� MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economy Lawson Industries, Inc. 8501 NW 901" Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami --Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,'and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SDG-9200" Aluminum Sliding Glass Door — L.M.I. APPROVAL DOCUMENT: Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 1 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "A", dated 01/15/13, signed and sealed by Thomas J. Soto, P. E., bearing the Miami —Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. n'IISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the. words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA's No.'s 12-0127.06 and 12-0127.24 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval d6cument mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-1204.12 (yAy Expiration Date: February 13, 2018 t ty�t� Approval Date: January 31, 2013 Page 1 A,k(3319 APPROVED ❑ REVISE & RESUBkNT APPROVED AS CORRECTED U KCW" .I" _ This review is only for general conformance with the design concept of the protect and general compliance v;i+h the information given in the contract documents. Corrections or comments made on pl shop With the r dudng this revisvi do not sieve the contractor from compliance With the require - Wills of the plans and speci`calions. Approval of a specific item shall not ir,�'aYeapprovalofan assembly of which the item is acomponenlCon- tractor is raspo nsib!e for. Dimensions to be confined and correlated at the job si!a Infr;,mation that pertains so!el� and Proo�processes$mnstruD' the m ins, methods, techniques, sequel ton: eoordinafion of Ill work of a9 other lredas. and for performing H11 work in a sale and safisfadcry manner. —. ' 4).14-K BY M IAM I•-��MIAMI—DADE COUNTY, FLORIDA — PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Lawson Industries, Inc. 8501 NW 90'" Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade CountyProduct Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SDG-9200" Aluminum Sliding Glass Door-L.M.I. APPROVAL DOCUMENT: Drawing No. L92004201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets I through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "A", dated 01/15/13, signed and sealed by Thomas J. Soto, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. . INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA's No.'s 12-0127.06 and 12-0127.24 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. A oQP 4. CMIAM4DADE COUNTY .5 Expira 'o - a.re 0 , • •., , i Li `t� App ova Date: January 31, 2013 Page 1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 1 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "A", dated 01/15/13, signed and sealed by Thomas J. Soto, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI-11-3292, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12--4051, dated 06/13/12, HETI-12-4053 and HETI-12-4064, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3270, dated 05/16/11, HETI-11-3275, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI-11-3330, dated 01/16/12, HETI-12-4052, dated 07/10/12, HETI-12-4054 and HETI-12-4065, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-4041, dated 10/12/12, signed and sealed by Rafael E. Droz-Seda, P. E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3313, dated 10/20/11, signed and sealed by Rafael roz-Seda, P. E. Jaime A Gascon,P. E. Product Control Section Supervisor NOA No. 12-1204.12 Expiration Date: February 13, 2018 Approval Date: January 31, 2013 E-1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. . TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked —up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3291, dated 07/15/11 and HETI-11-3292, dated 10/20/11, both signed and sealed by Rafael E. Droz—Seda, P. E. 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked —up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E.; FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E.; FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacture, dated 10/12/12, with the latest revision, dated 01115113, signed and sealed by Thomas J. Soto, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours. & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. Jaime A Gascon, P. E5 Product. Control Section Supervisor NOA No. 12-1204.12 Expiration Date: February 13, 2018 Approval Date: January 31, 2013 E-2 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 11-1102.09 issued to Solutia, Inc. for their "Saflex CP - Saflex and Saflex HP Composites Glass Interlayers with PET Core" dated 06/14/12, expiring on 12/11/13. 4. Notice of Acceptance No. 11-1102.10 issued to Solutia, Inc. for their "Saflex HP Clear or Color Glass Interlayers" dated 06/14/12, expiring on 04/14/13. 5. Notice of Acceptance No. 11-1102.11 issued to Solutia, Inc. for their "Saflex Clear and Color Glass Interlayers" dated 06/14/12, expiring on 05/21/16. F. STATEMENTS 1. Statement letters of no financial interest, independence, conformance and complying with FBC-2010, issued by manufacture, dated 12/03/12, signed and sealed by Thomas J. Soto, P. E. 2. Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270, HETI-11-3271; HETI-11-3272,HETI-11-3274, HETI-11-3275, HETI-11-3291, HETI-11-3292, HETI-11-3307, HETI-11-3313, HETI-11-3314, HETI-11-3329, HETI-11-3330, HETI-12-4040, HETI-12-4041, HETI-12-4051, HETI-12-4052, HETI-12-4053 , HETI-12-4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Laboratory compliance letters for Test Reports No.'s HETI-11-3269, dated 05116111, HETI-11-3270, dated 05/16/11, HETI-11-3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3275, dated 10/20/11, HETI-11-3291, dated 07/15/11, HETI-11-3292, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3313, dated 10/20/11, HETI-11-3314, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-11-3330, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-4041, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4052, dated 07/10/12, HETI-12-4053, dated 09/24/12, HETI-12-4054, dated 09/24/12, HETI-12-4064, dated 09/24/12, and HETI-12--4065, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Seda, P. E. 4. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda, P. E. Jaime D Gascon, . E: Product Control Section Supervisor NOA No. 12-1204.12 Expiration Date: February 13,2018 Approval Date: January 31, 2013 E-3 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA No. 02-1126.04) 6. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1126.04) 7. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/021 FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) G. OTHERS 1. Notice of Acceptance No. 12-0127.06, issued to Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door — L.M.I.", approved on 04/12/12 and expiring on 06/13/13. 2. Notice of Acceptance No. 124127.24, issued to Lawson Industries, Inc, for their Series "SGD-9200 Aluminum Sliding Glass Door — L.M.I.", approved on 04/12/12 and expiring on 02/13/13. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1204.12 Expiration Date: February 13,2018 Approval Date: January 31, 2013 E-4 b I (I G, IIw F %-LP or RP-X 1D/2T - RP RIGIiI POCKET SHOWN (LEFT POCKET OPPoSITD SEE SIMOW %NDTE 15. r 1 I yI I V � 0 a f' IIJ II ELOW SEE BFIOW @Slj NOTE /5.� 'I m J. I T.- F I F 2D/2T - %X or 1 T aD/3T - XXX% Pr 4D/2T 1 XX-LP or RP-X% or LP-XX-RP LP-XX.XX or RP-XXXX or LP-XX%X-RP 2D/2T 2D NIGHT POCKET SHOWN aD/3T I(UF POCKET OPPOSITE) 4D/2T� 2D/2T - LP/RP P b b b d= C• C• I SEE REIM Y NOTE 15. I 0 I P� �1 r 3D/3T - XXX or T LP-X%X or RP-XXX 3D/3T 3ET LP HIGNT PPOOCKET SHOWN (LER POCKET OPPOSITE) b o- 4D/2T - LP/RP 40/3T - LP LEFT POCKET SHOWN (RICK POCKET OPPOSNE) NOTES 1) REFER TO SHEETS 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 4D/2T - LP 2) REFER TO SHEETS 9. 10 & 11 OF 14 LEFT POCKET SHOWN FOR TYPICAL CROSS-SECTION DETAILS. (RIGHT POCKET (RIPOSTE) 3) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) PANEL STACK CONFIGURATIONS ARE REVERSIBLE. 5) FOR POCKET WALLS SEE GENERAL NOTES 015 & 16, v C a qu o- b 2D/2T - XO 21/2T - O% F2 ID/IT - OXO 4D/21` - OXXO 2 DOOR 3 & 4 DOOR NOTES: NOTES 1) REFER TO SHEER 2 OF 14 FOR I) REFER TO SHEETS 5 OF 14 FOR FOR GLAZING OPTIONS AND OP CHARTS. GLAZING OPTONS AND DP CHARTS. 2) REFER TO SHEETS 3 & 4 OF 14 2) REFER TO SHEETS 6 & T OF 14 FOR TYPICAL CROSS-SECTION DETAILS. FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 3 OF 14 3) REFER TO SHEETS 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. FOR TYPICAL ANCHORS AND NOTES. SERIES: SGD-9200 IMPACT SLIDING GLASS DOOR o ne c C Genera] Notes: 1.) THIS p00R SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ MEoe „3 0O O REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY, m o o q HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 130D-O4. THIS PRODUCT IS ; i•,v IMPACT RESISTANT. (SHUTTERS NOT REQUIRE.) _ DO 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED 50 THAT THE BUILDING i a N DO RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO HE REVIEWED BY BUILDING OFFICIAL i n 2 C7 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR i SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED ON SHEETS 2, 5, & B of 14. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE p Z z q ENGINEERED ON A SITE SPECIFIC BASIS. UNDER A SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. In 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRE35 IS USED IN DESIGN OF (J ANCHORS INTO WOOD ONLY. Z 6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED CUSS H e z TYPES TABULATED HEREIN (SEE SHEETS @ 2. 5. & 8). ® T.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4. 6. T, 9. 10. a & 11 OF 14. 11 8.) EXT. & INT. FALSE COLONIAL MUNMIS ARE OPTIONAL & AND TO BE APPLIED O C/) W rC .a3 W/ SILICONE. I a 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE E 1,. O O ANCHORED IN COMPLIANCE WITH THE 2010 FBC CHAPTER 24. !) CID 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED a PANELS. ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS. 2 q 11.) MULLING DOORS WITH OTHER TYPES OF MIME-DADE COUNTY APPROVED PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE In ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOOM OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. IS.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS If 3. 4, 6, T, 9, 10, 4 & 11 OF 14.. e 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS e K ' n A TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLOC. C0 I4.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14. REFER TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. IS) POCKET WALLS ARE NOT PART OF THIS APPROVAL. « v E a 16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE _ REVIEWED BY THE ENGINEER OF RECORD (EOR). ' ° LAMINATED GLASS S z LARGE MISSILE IMPACT �9 g r DOORS GIAZED WITH LAMINATED GLASS RATED FOR d x S URGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. g PRCDUCrM,IRIVPIB BWId;IyYC,Pd.v:i0 FlovidR Ry Moroi Cede Prwten Coerce IN 2 ':SOr N D' IJ, � W i DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) NOMINAL DOOR SIZES GLASS TYPE 'A' CLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE WIDTH ,HEIGHT EXT. (+) INT. (-) EXT. (t) INT. (-) EXT. (+) INT. (-) EXT. (t) INT. (-) UJIN. U/IN, I 5/0 (NO STEEL) 6/8 56.7 95.0 56J 65.0 56.7 85.0 55.7 75.0 6/0 (NO STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 8/0 (WITH STEEL) 6/8 56.7 85.0 56.7 70.0 56.7 789 55.7 68.8 8/0 (WITH STEEL) 8/0 56.7 65.0 56.] 65.0 X X X X DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' WIDTH HEIGHT Pr./IN. FT,/IN, EXT. (+) TNT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) TNT. (-) 5/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 6/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85A 75.0 75A 8/0 (WITH STEEL) 6/8 76.7 85.0 70TO 70.0 76.7 78.8 683 68.8 8/0 (WITH STEEL) 8/0 65.0 65.0 65.0 65.0 X X X X 13 1/4- MAX. SPACING UNITATION: TYP, AT A Ihoo "Ot to exc' HEAD/SILL 10 1/2• D.c. at Doors snwller man fiO' in Y tn. �.� 7/16- LAM. GLASS QQ. F x o x a U p AT LEFT X O NOTES. 1) REFER TO SHEETS 3 Be 4 OF 14 �i FOR TYPICAL CROSS-SECTION DETAILS. 44 3/4- MAX, b o- 2) REFER TO SHEETS 3 OF 14 D.L. OPG, FOR TYPICAL ANCHORS AND NOTES. 50" MAX, 50' MAX. PANEL WIDTH MAX. D.L.O.: LAMINATED GLASS PANEL WIDTH 6/0 X 6/8 = 32-3/4" X 74-3/4" LARGE MISSILE IMPACT 2 DOOR - TWO TRACK XO OX 8/0 X 6/8 = 44-3/4" X 74-3/4" "XO" TYPICAL Fl FVATION APPROVED CONFIGURATIONS 8/0 X 8/0 = 44-3/4" X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. �BUtB NNTL 1] BULB NNYL 17 BULB NNTL 17 BULB VINYL 12 3/16 NEAT STREN'D GLASS S/16 XEAT SIREN GV55 3/16 pEAi SIRENb GLASS rJ/16 HEAT STREN'D GLASS 11 .090 IMERIAYEft 090 PVB wiERUTER .09C SORE% HP .090 R'B SiFIE% d DuPonl SenlryGlov DY IL OuPonl Bulorile br d r-Cleor or Colo, Glass Inlenoyer d I rCkar or Calor Gosa Inlerloyer F EI. DuPont OeNemoursInc Z F E-L DuPonl DeNemours IK Z W I DY SOW[io, y: SOWIio, Nc. m J/16' MEAT SIREN'0 GIA55 m 3/16 HEAT STRFN'D GUSS Z m -J/IB" HEAT STREN'0 GIA55 Z m I J/16' HEAT BTRFN'D GIA55 Z I' SCHNFEE MOREHEAD 5731 y 1 OOW CORN NDEH 9D 5731 I SCHNEE MOREHEAO 5731 N I SCHNEEBRINE UOREHFAD 5731 \ U BBS TREMCO SPECTRUM 2 \ U TREMCO SPEGRRUM 2 \ U DREMCO OW SPECTRUM 2 ING 899 \ U I�fi IIIXIIIY T O� CORRINGSPECTRUM 2 �x II II GLASS TYPE 'A' GLASS TYPE 'BGLASS TYPE 'C' GLAZING DETAILS / BmwI IRHTi6140>miEo i8 (Z GLASS TYPE '0' Munn{ Datle PoNjlD Cost O muL Arvcnoxs 6SEE AIRS El. FOR SPACWC 1' Min. TYPCAL ANCHpii W MRS rEdgeist. SEE EIEV. FOR SPICING Xg ID1 2 WOOD BUCK 4� : e \ e_ I /16•-LANINATED GLASS 39 III U NOTES: 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 4 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. SILL OF UNIT V) z0°. le 2' Id IN. ' •� T.P: •1/4• TAPCON or APPROVED EQUAL BY DER V/ V HIM EMBED. INTO 3.2 Ksi Canc a 6• FROM CORNERS L SEE ELEVATION AT SHEET Rall'w � • 2 OF 14 FOR MAX SPACING. Ky 1YPICAL ARCHERS IN PNR$ SEE SOX. FOR SPACING CHICKS W PAIRS FOR V=NG TYPICAL ANCHORS W PAIRS STRUCTURE SEE ELEV. FOR SPACING t Rock su0afrate ar vilY= .55 min. (YYP.) ME m a O o v 3So I x M I N o e O o< O s moo 2 q In W d " SOCIAL STRUCTURE AW -X 4Min. S . / N mSc .dge Dist. I..AM TO CONTACT Pi ALUM.BEE PLANTED ORR PIATFD. R Q TYPICAL ANC, -ORS W PAIRS SEE EI£V. FOR SPACING 2. METALSTRUCTURESSTRUCTURES: A) STEEL : LAIN. Z IN a O12 G4 A. . THICK THICN 0.105'f BJ OLN MUMOWE A p W6 R. THrS) (ALVY, O.OTB YIN. iNICK) V (JJ k S. IN SEE zr� H 1 M fH ® z zr U 4,p Q, J r N o ;z) 1 llW C 4�411 j O :dge Dist. N u EF WOOD BUCKS AND METAL STRUCTURES NOT BY CIO. A ND. uUS1 SUPPORT BY GLAZING SYSTEM AND Q zt H q W (/) TO TRANSFER THEN TO THE BUILDWG STRUCTURE BUILDING TYPICAL ANCHORS: SEE ELEV. AT SHEET 6 FOR SPACING eurmnIo v c e CNOR OPTIONS HPAO-$IM. JAMB 0n6edmm W c DbL Conerc4 =0 ULTRACON 1I/4' 1 3/4- 1- 2.85 Ksi BURDEN 1/f 1 3/e' 4- 3.2 Ksi BUILD" 3/16' 1 3/4' 3- 12 KSI ANCHOR TYPE CHART IN 2X WOOD BUCK min. ANCHOR OPTIONS NBXD-SILL 3AWB fi dmen Bdl Db 2X Woad ELCO ULTR/CON I/! 1/e' 1 BVLLDF%Ir Im SC SM.S. (InW 2X) 1 112 1112 1 1 1/4' 1 Im 50 va ixI IK SELF DRR I ING SCREWS / INTO METAL STRUCTURES WM2 STEEL : 12 GA MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8' IRK. MIN. (6063-TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 610 SMS INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL EDGE DISTANCE (1/4-) IWO CONCRETE AND MASONRY = 1' MIN. (ELM ULTRAOON) (1/4') IWO CONCRETE AND MASONRY = 4' MIN. (TV BUiLDEX) (3/16-) INTO CONCRETE AND MASONRY - 3- MIN. (ITV/ BUILDER) TWO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4- MIN. SEAIANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. Fimid4 O WPIC& ANcx016 w PARS SEE U.N. FOR SPMIING O IN SEEIGLL PNMR o. SEE ELN. i'OR SPACING SPACING S y j yy `woe O 3 1/4' MAX. moo 0 1/4' MAX. SHIM SHIM c 2 3..." < 0 BID o ° F- roS6 2 CY META1- °'PR CT TR . ATTA HM NT OETAI - N NOTL 2 Z o 1. ALL STEEL IN CONTACT WITH 2 i q e ALUM. TO BE PNNTEO OR PIATEO. METAL SIRUCNRE 2. METAL STRUCTURES: A) STEEL Fy 36 KSI MIN. a V1 y CA. (STEEL. 12 GMIN. MICK = 0.1050) U _ 8) AUMINUM 6063-T5 MIN. F y (ALUM. 0078- MIN. THICK) W a DO NOTES: 1) REFER TO SHEET 2 OF 14 rc o FOR GLAZING OPTIONS AND DP N s CHARTS. 2) REFER TO SHEET 3 OF 14 c mxx ,NCKORS IN PURS FOR VERTICAL CROSS-SECTION DETNLS. 2 q F§ SEE MW. FOR SPACING 3) REFER TO SHEET 3 OF 14 ED DO ` PANEL WIDTH ER TYPICAL ANCHORS EFER TO SHEET 2 OF 4) R14 NOTES. /4' MAX. O O FOR MAX. ANCHOR SPACINGS. SHIM 1/4' SHIM n 16 D.L. OPG. MAX.:.+. EIGLL µOORS AC P -SEEE. FOR SPAGWG 5 i 1 6 T 3 11 g E 8 $ oRE n = N I6 6 21 g 3 _ ° x= 15 z 2 WOOD SuC 1T w 0 STRUCTUR 6 10 16 w � ...... ., . ` • m Nob I44eoaouuT4F�JJ r A tl�� JJJ 3 _ — — —Q SCREENS OPR.— _ — ._. _.: , m (' ?: •... ••• JOJJJJ^ ••••�� D.L. OPG. NOT REED. ON 25 RED% g V N 6/O X 6/8 SIZES PANEL WIDTH IV •^ N .4Qo sEE oN BxEEr 2 of t1 w000 BUCK �U gv�vlut FlmWb F" 0: 2D/2T — XO (Showri)EXTERIOR ANro�:NN° �2- 1204 l2 Pe✓ 0 <I 2D/2T — DOOR WIDTH OX (Reversed) r �/B �, 1•........:•14,J f Minim D:�Pmu_tt Con ui IFAFbnTplTp T%ED a NOTE: TWO TRACK FRAME DOOR CONFIGURATIONS OF MORE THAN FOUR PANELS USING STILE COMBINATIONS SHOWN IN THESE DETAILS MAY ALSO BE APPROVED (DAMPLE 00XX00). o- b oxxo _0 ro Oxo APPROVED CONFIGURATIONS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) STREN'D GLASS }JE..U.' F WDuPanleNemurs&Co.ncm16' ON! eVreCrtE ey: NEAT STREN'D GLASS SILICONE SCNNEE-MOREHEAD 5731 mTREMCO OOW CORNING 899 SPECTRUM 2 CLASS TYPE 'B' STREN'D GLASS DUPGnI-SentgGI0SS by EJ. D F DuPont DeNemwn & Co.. Inc. m 3/16' HEAT STREN'D (RISE z N SILICONE SCRNEE-MOROIFAD 5731 no S V DOW CORNING 899 TREMCO SPECTRUM 2 I I: 40 CLASS TYPE 'A' GLAZING DETAILS 196 1/4" MAX. CLUSTER" AT HEAD/SILL 4 ANCHORS AT STILE ENDS / 6 A2 r I B a I a a 7/16' OVERALL UM. CUES a 0 cl ° E a Rai a0 C2 a 0 1 a I 1 1 a a Y 10 B3 1 I a o d SREINfpRGNG 1 a AS R AS EOD. B O u X o X p • 44 3/4" MAX. NOTES: 5'0" MAX. D.L. OPG. 1) REFER TO SHEETS 6 & 7 OF 14 PANEL WIDTH 50" MAX. FOR TYPICAL CROSS-SECTION DETAILS. 2) REFER TO SHEETS 6 OF 14 PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. 4 DOOR - TWO TRACK "OxxO" TYPICAI EL ATION LAMINATED GLASS TESTED UNIT LARGE MISSILE IMPACT DOORS GLAZED WITH LAMINATED GLASS RATED FOR CAPACITY - PEP IARCE MRSILE IMPACT AND REQUIRE NO SHUTTERS. DESIGN LOAD GLASS TYPES A OR B PANEL WIDTH NOMINAL ff./IN. DOOR HEIGHT FI./IN. STANDARD SILL 2-1/4" RISER 3" RISER EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 2/6 3/0 3/6 4/0 4/6 4/11 6/8 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 EGO 40.7 60.0 56.7 60.0 60.0 �6�O.0 40.7 60.0 56.7 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 fi0.0 56.7 60.0 fi0.0 60.0 2/6 3/0 3/6 4(0 8/0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 6D.0 60.6 40.7 60.0 56.7 60.0 60.0 60.0 PRODULTR6NEWE0 Wra6vnullmrlmiaa Am NobN AraPlau Na - 20¢0"82 Miami DaOa mdna Can PANEL MAX. D.L.O.: 3/0 X 6/8 = 32-3/4" X 74-3/4" 4/0 X 6/8 = 44-3/4" % 74-3/4" 4/11 X 6/8=55-3/4" X 74-3/4" 3/0 X 8/0 = 32-3/4" X 90-3/4" 44-3/4" X 90-3/4" N N N O x 'Alas SEE ELEV. FOR SPACING 'NP' 1 Min. MICµ ANCHORS W PAWS LI.Edge Dist. ' SEE ELLV. FOR SPACING BUCK 4 , e a4 <\ r1 1* Min. Dist. ( -1/16•-LAMIINTED GLASS u 39 NOTES: 1) REFER TO SHEET 5 OF 14 FOR GIAZING OPTIONS AND OP CHARM. ]) REFER TO SHEET J OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 5 OF 14 — FOR MAX. ANCHOR SPACINGS.' N OF 2t II l5 �� 14 ° a S 2 w ~2 n ut 0 w A N ... ... ....:........ •20 4 a qS 2� LAIN, I14• TAPCON w APPROVED EQUAL BY FOR '• 4 ° P- V/ V MIN EMBER INTO 32 K51 CCI B 6• ]9 •� FROM CURNERS L SEE ELEVATION AT $MEET ._5x...0 u..._u.�.re. 5 OF 14 FOR KAA SPACING IN PAIRS 1Y'KAL ANCMRS W PAIRS STRUCTURE SEE ELEV. FOR SPACING y- 6'.S/ Cule m .m) : .S5 a, mM. U I 1 e� N V\.1' WEEP NOTCH AT EACH ENO AMCHORS PER CIID i mm o C In tea.. f sIn n i m i \ f NSW V 6 Is N2N i U Q 3 n zap < y Fn � N z° O O VF.TA. ) 4" Min. 6i'R IRIIRR ATT0.CNMEK^ nETAI c ROTE: m i i 2 f.0 .dge Dist I. µ1 STEEL M CONTACT Wlm µUAL BE PAINTED OF PLATED. R O SEE ELEV. FOR SPACING SEE EL ANCHORS IN JG 3. METAL STRUCTURES: STRUCTURES: : Fr = 38 KIC MIN. A) EEL ; x `jam Z O 1 (STEEL IN G. MIN. THICK = 0.105') B) µ. II fN6 MIN. Q U O-(IADE C M. O.OJB' WN. n11CK) THICK) I, v y < N IN SEIn E SEP"RATTED YM In ® z V � Q f 1 4" Min. ,F���L a C O Y C, Oge Dist 1 < a T E- I o WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON INO. Q < V MUST SUPPORT LOADS IMPOSED Of GLAZMC SYSTEM MD iRANSTER AHEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS• SEE MEN. AT SHEET 8 FOR SPACING .., .. ANCHOR TYPE CHART IN CONE..r MASONRY min. ANCHn6 OPIONS HEAD -SILL Jun EmL ACM... P<Ee Dsa. CPnemle ELCO ULTRILON 1/4 1/f 1 1 3/4 1' 12.0 Xal BUILOEX 1/-. 1 ]/f 4' 13.2 KM BUILOE% - 3/16' 1 3/4' 3- 3.2 Kt; ANCHOR TYPE CHART IN 2K WOOD BUCK ndn. ANCHOR OPTIONS NBAD-SHL JAMB Em6admen 1141 DUL 2a BoP EICO ULTBA[ON 1/4' 1/4 1 1/4 BUILDE% 1/4- Ip' 1 Ip' SACS. (Nla 2XI 112 I12 1 1/4 1 .55 SO 1/4- DRILLFLEX SELF DRILLING SCREWS "yam INTO METAL STRUCTURES MIsd STEEL : 13 CA. MIN. (Fy . 36 K51 MIN.) ALUMINUM : 1/8- TIAN. MIN. (6063-T5 M(N.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 010 Sm INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL D 0 STAN (1/4') INTO CONCRETE AND MASONRY = 1' MIN. (ELCO ULTRACON) (1/4') INTO CONCRETE AND MASONRY = 4- MIN. (IN BUILDER) (3/I6j INTO CONCRETE AND MASONRY = 3- MIN. (IN BUILDEX) INTO WDRID STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4- MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SFALAWT. ryN LL N y IneQ k' 1/4- SHIM ILI' O1GJ opfo� — — CI @) EXTERIOR 4D/2T - OXXO NOTES: 1) REFER TO SHEET 5 OF 14 FOR Gl INC OPTIONS AND DP CHARTS. 2) REFER TO SHEET 6 OF 14 FOR VERTICAL CROSS-SECTION DEALS. 3) REFER TO SHEET 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. SHIM 4) REFER TO SHEET 5 OF 14 x FOR MA%. ANCHOR SPACINGS. — — — SCREEN 6-mFom EXTERIOR 3D/2T - OXO u SHIM SHIM X. N z 0 R o. on w001) BUQK IL .......... 3y lei It on 1 s r 1 0 1 pll POCKET WALL ¢L L-SEE NOTE ®3 I%X% or RP-%%% or LP-XXX r" Ky 1 0 im u I I X-RP or THREE TRACK FRAME DOOR CONFIGURATIONS OF MORE THAN FOUR PANELS USING STILE COMBINATIONS SHOWN IN THESE DETAILS MAY ALSO BE APPROVED (EXAMPLE 6DLE 6D-3T XXXXXX)XXXXXX). KC ISEE10 WALL SEE NOTE B3. + 1. 0 w o n rnz 0 ao 0 A X%or XX-RP or LP-X% r RP-XX-LP o 00 F C= p• a• i s r o < a•j 189 3/4 TEST DOOR WIDTH W/ SINGLE & NON -POCKET MAX. WIDTH 191 1 13 1/4- MAX. TYP. - CLUSILR OF 4 ANCHORS AT HEAD/SILL AT STILE ENDS \1, H It a o I u a a II a 0 a II II a II a a ED a u to III C4 % I,/a a � I 0 Y Ft n a y 1 Fz 1 a 1 u o 1 7/16" OVERPll LAY. CLASS a EEL REINFORCWC AT Y _ u <r a a o 84 1 ` I s X ¢ a X a a X o Y a X Y MAX. mf PANEL MAX. D.L.O.: �i 3/0 X 6/8 = 31-1/2" X 74-1/4" r Y 4 0 X 6/8 = 43-1 2" X 74-1 4" X%xz or RP-%XXX or LP-X%%% or RP-xxxX-LP 3/0 X 8/0 = 31-1/2- X 90-1/4 APPROVED CONFIGURATIONS 4/0 X 8/0 = 43-1/2• X 90-1/4- V '/llff WITH & WITHOUT POCKETS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BOLE Yim 17 BULB IT vlm SMEN'D GLASS 3/16- HEAT STREWD CUSS PVB InlexOyer,090 CP-S011ca & Sollo, HP - WIERLATFR O INO IO dOLOTIA. Inc. rt 090n1 or Rutc6te Ey. EI. fl emOurs Gloss & F tDQRc-.rs & CO. Ino.b6• DuPont DVNDuPont Co.. Inc j3/lvAT HEAT STREWD CUSS 3/16- HEAT STREWD GLASS Fb bluroxE b SIUCOxE Q. co gON CORNING 899 \5 b DOW CORNING 899 CLASS TYPE 'AGLASS TYPE. 'B' GLAZING DETAILS 43 1/2" MAX. 49 1/8' MAX. 4 DOOR - THREE TRACK "XXXX" TYPI A ATION TESTED UNIT POCKET WALL SEE NOTE F3. (1YP3 1' 10 1) REFER TO SHEETS 9, 10 & 11 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 2) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 3) FOR POCKET -WALLS SEE GENERAL NOTES /15 & 16 AT SHEET 1 Or 14. DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. PSP (8" SILL) LAMINATED GLASS Goss MET LARCE MISSILE IMPACT OP CAPACITY - PSP (2 1/4" SIM) OP CAPACITY - NOMIWN. DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' CUSS TYPE 'A' WIDTH HEIGHT n./w. F,/IN. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 8/0 (20R) (W/ 1 STEEL) 8/0 56.7 68.0 56.7 0.0 0.0 68.0 69D 68D 8/0 (2DR) (W/ 2 STEEL) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 ( )68.0 ( )68.0 12/0 (3DR) (W/ 1 STEEL) 8/0 56.7 68.0 56.7 60.0 - - 68D 68.0 12/0 (3DR) (W/ 2 STEEL) 8/0 56.7 0.0 56.7 &SO 68.0 68.0 ( )68.0 ( )68.0 16/0 8/0 53.3 fi0.0 53.3 6D.0 60.0 fiD.O 60.0 60.0 as MEEL (W/ I STEEL) B I6/0 STEEL (1/ 2 STEEL) 8/0 53.3 68.0 53.3 68.0 68.0 68.0 68.0 68.0 DOORS MEET +76.7 & -78.0 OP W/ 'Dupont 0.090' SCP m O `a F W on 1 Min. 1/4• TAPCON PI APPROVED EQUAL BY EGA Edge Dist. V/ 1 31 IN ENDED. INTO 3.2 KU Cone. B 6' FROM CORNERS 6 SEE ELEVATION AT SHEET 8 OF To FDA MAX. SPACING. ]9 7� U Z39 Non-$IvinY. Non •Ye oa; •,A Gmut of Minimum 5 Ki GLASS NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 10 & 11 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 8 OF. 14 FOR MAX. ANCHOR SPACINGS. w N � U In wU �� m 1/8- SILL RISER ADHERED MINI CLEAR SILICONE FULL LENGTH OF UNIT SILL TYPICAL ANCHORS W PAIRS SEE EUIV FOR SPACING QQ 3 Jv 2 L Li 4 A .4r A 2 A TYPICAL ANCHORS TAPCON or APPROVED EQUAL BY DOB 2 PER CLIP V MIN ENDED. INTO 32 Kci Core. B 6' 1 CORNERS L SEE ELEVATION AT SHEET 14 FOR NAG SPACIN4 N A ryPIGI ANCHORS W PAIRS STRUCTURE SEE EIN. FOR SPPLWL J—i Go i c a Owt Obi 0 3 6 I (7 O N VET C ALL 1. STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. E. O L2 O FIT 2. METN. STRUCTURES:ti ANCHORS IN PAIRS) STEEL : FY - 36 KSI MIN. j a N S SEE ELEV. FOR SPACING (STEEL 12 GA MIN. THICK - 0.1057 B) ALUYIMIM 600-IS MIN.Did (ALUM. 0.078' YIN. THICK) < U F N � or uW11-DAOE COUn f- U Z q ��.) APPR'D MUwON SEE SEPARATE NI ®� C m U qr a 1W v d o C ¢' a E y 0� 0 ` 6. MOOD BUCKS AND METAL STRUCTURES NOT BY IAWSON IND. � 0 E MUST SUPPORT LOADS IMPOSED BY GLAZING MTEM AND CE) TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV: AT SHEET 8 FOR SPACING r ANCHOR TYPE CHART IN GONG. or MASONRY min.) ANCHOR OPTIONS NNAO-SILL IAHB Cm6e1men Ndrn [Min.Concrete ELM ULTRACON 1/4 l/4 1 3/4 1' 12.85 KAI B IILBEK 1/4' 13/4 12 Kai BUILDEX 3/I6' 1 3/4' 3' 13.2 Ksi ANCHOR TYPE CHART IN 2X WOOD DUCE min: ANCHOR OPTIONS Heed -SILL JAMB 6mLedmen PdAe DIeL 2K Weed ELCO ULTWON I/4' 1/4 1 1/9 1 .55 5O BUMIX 1 1/4- t/4' 1 1/4' 1' 135 50 SM.S. (1,W 2K) 1 112 1017 1 1 1/4' 11' .55 SG 1/4' ORD I R FX RD F CRII I ING SCRERS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THIN. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) M INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL D DISTANCE (1/4-) INTO CONCRETE AND MASONRY = 1' MIN. (ELCO ULTRACON; (1/4-) INTO CONCRETE AND MASONRY = 4- MIN. DPP BUILDEX) (3/16-) 100 CONCRETE AND MASONRY - 3- MIN. (ITW BUILDEX) IWO WOOD STRUCTURE = I' MIN. INTO METAL STRUCTURE = 3/4- MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WRITE/ALUMINUM COLORED SEALANT. WOOD BUCKS HOT By LAWSON IND. [MST SUSTAIN IWO ED LOADS CLEAR SILICONE ADHESIVE BEDDLVG CONPDWD F. L - _ 13 7/16'-NS LAMINATED GLASS b J 29 s n reo c �,���=r EXTERIOR � S KEN DOOR PANEL SCREEN TIONA O BOOKS NOT BY LAWSON IND. SUSTAIN IMPOSED LEADS SCREEN DOOR UIPTIONA 3 D /3T — XXX 2D/2T — XX 1/4- GAP MAX. 1/4- GAP ZK a I C 112 x 2- rTL/PML-SILS. W/ 2S 2 1 IJS' XIN. EXBOL INTO 2x 2 STEEL &V!5 REDO. ON P.T. V®D BOCK (SEE SHEET tl9 bQ6 L SUITS IN . IW FASTENER NOTES AND CHART W/ PRESBOflES ELEVATION AT SHEET B 8 FOR SHOWN ON SHEET 8 OF 1< FOR FASTENER SPACING ) N: 1 x. 25 •s,•,: I MEL BAR REDD. ON t 14.'ci - WES AS LISTED W DP ti CHART W/ PRESSURES SHOWN ON SHEET 8 OF 14 NOTES: I) REFER TO SHEET 8 OF 14 FOR OWING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. J) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. a.. a c:412 x 2' FH PHL-SXS. W 1 I"- HIM EMBED. INTO 2x P.T. WOOD BUCI( tSEE SHEET 119 FOR FASTENER NOTES AND ELEVATIM AT SHEET 4 8 FOR FOR FASTENER SPACING ) 2x T. a., 4 1. m H.uN ijeh {F.`.'•',iii BQ4u,-CBj,�vi3FRe F10ib1 GEC /'H pl., C Naga DeG: r,..' nmau.,. )/4- MAX. SHIM 1/4 TAPCON v APPROVED EQUAL BY ER V/ 1 3/4' MIN EMBED. INTO 32 AM Cw 6' FROM CORNERS 6 SEE ELEVATION AT SKEET B OF 14 FOR MA%. SPACING. EXTERIOR GRADE PERIMETER CAULKING MAX. 121 spxEExs oPTIDxA.N' EXTERIOR TEST DOOR VIDTM (190 5/B') 4D/3T — XXXXP RVA. STRU17TURR ATTACHMENT ➢RTAI NOTE: I. ALL STEEL IN CONTACT WITH ALUM. TO BE PAMED OR PLATED, 2, 4 STRU`TURES: ) y = 36 KSI MIN. (STEEL 12 C4 MIN. THICK - 0.105-) 8) ALUMINUM ' 6063-T5 MIN. (ALUM. 0,078' MIN. MICK) V (OPTIONAL) .12 z 1 va• rx/vxl. s16 Y/ 1 1/1• NIN EMBED. INTO'.J. 2x P.T. YODD DUCK ( SEE OPTIONAL INSTALLATION ^S d DETAILS AT SHEET 12 OF 14 ) AD NOTES: 1) REFER TO SHEET 8 OF 14 FOR CIAZING OPHONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. PRODUCTRSNEWEO 6vmps'WD(ND•/ KFI.Id- 8vi13wS Amy W. 12- 04. M CEO lJtte O /ZO/8 Flkcu tTaAz PtRduC cones eA, o� a nu Gape y a p O m�e x O z Ca WALLS 3 v < y N a w 0o BE O SO Q O ] 14. mf6 h Z (7 S O N Q N y < V AS V z 5=z d C z R: Q o O 0 V1 � O pg e L Ga N O N IN — 'fin 'I mCDcU O < SGD-9200 RILL OF MATERIAIS - 2 Sc 3 TRACK FRAME ITEM / PART y QTY. DESCRIPTION REMARKS 1 L-9211 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM 1.2 L-9211 1 2 TRACK FRAME HEAD (Multi -Slide) 6063-T6 ALUMINUM 2 L-9206 I 2 TRACK FRAME SILL 6063-T5 ALUMINUM 3 L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM 4 L-9204 1 X PANEL PANEL TOP RAIL 6063-T5 ALUMINUM 5 L-9205 I X PANEL PANEL BOTTOM RAIL 6063-T5 ALUMINUM 6 L-9201 1 PANEL LUCK STILE 6063-T6 ALUMINUM 7 L-92D2 I PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM 8 L-9203 I PANEL EXTERIOR INTERLOCK 6063-TG ALUMINUM 9 L-9207 1 PANEL ASTRAGAL 6063-T6 ALUMINUM 10 L-9209 AS REO'➢. ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM 11 L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM 12 L-9208 1 3 TRACK FRAME SILL 6063-75 ALUMINUM 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM 14 PWS-016 AS REO'D. BOTTOM RAIL WTS'P ULTRAFAB ROB67570K 15 PVS-009 AS REO'D. PANEL TOP RAIL VTS'P .187'x.310- (7830-6001-1) 16 PVS-003 AS REO'D. FIN SEAL VEATHERSTRIP .187'x.210' (7820-6001-9) 17 VWS-004 AS REO'D. BULB VINYL (FPVC) 1/4• OR. 18 L-9016 2 SELF ADHESIVE PILE PAD 13/16' X 1 1/2' 19 NC-046 2 MVG. PANEL TANDEM ROLLER 2 X EA MVG. BOT. RAIL 20 FS-003 2 ROLLER ATTACHMENT SCREW 08 X I/2' F.H./PHIL. 21 AR-008 2X PANEL PANEL 'C' TRACK CLIP 6063-T6 ALUMINUM 22 FS-042 AS REDD. 'C' TRACK ATTACHMENT SCREW 010 X I' SMS FA/PHIL. 23 L-9018 1 X ANCHOR FIXED PANEL JAMB CLIP 6063-75 ALUMINUM 24 FS-011 1 X CLIP FIXED PANEL CLIP SCREW 410 X 5/8' PH/PHIL. 25 AR-020 INTERLOCK STEEL REINFORCEMENT 1/2' X 1 1/4' (36 KSN 26 AR-021 ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2' (36 KSI) 27 AR-C24 INTERLOCK STEEL REINFORCEMENT 3/8' X V (36 KSI) 28 KC-047 i MORTISE LOCK HARDWARE V/ HANDLES 6 KEEPER 29 1 x Panel 7/16' Laminated KS. Glass See Glazing Details 30 L-9022 ASTRAGAL PANEL SILL CLIP 6063-T5 ALUMINUM 31 L-9215 1 POCKET JAMB HOOK 6063-76 ALUMINUM 32 SM-5731 a NEUTRAL CURE SILICONE Schnee -Morehead 5731 33 DC-899 AS REO'D. NEUTRAL CURE SILICONE Dow Corning 899 34 NEUTRAL CURE SILICONE Trenco Spectrem 2 35 HC-045 2 NYLON PLUG ( .480' HOLE ) RIGID PVC 36 HC-043 2X PANEL NYLON TOP GUIDE RIGID PVC 37 FS-005 AS REO'D. FRAME ASSEMBLY SCREWS 08 X 1/2' P.H. PHILLIPS 38 FS-013 AS REO'D. PANEL ASSEMBLY SCREWS 010 X V PH PHILLIPS 39 FS-014 AS REOD. INSTALLATION SCREWS N12 X 1 3/4' G.H./PHIL. 40 PL 75,6020 AS REO'D. GLAZING SETTING BLOCK SOFT PVC 1/8' x 1/8' x 2'L. 41 - SCREEN PANEL 42 SM-5504 AS REO'D. JOINT SEALANT Schnee -Morehead 5504 43 • PERIMETER CAULKING DSI POLYSEAMSEAL 04 1 PRODUCT LABEL INTERIOR 1 3/4- MIN. NOTE: EMBED. 1. FOR ANCHOR TYPES SEE NOTES AT SHEETS 3. 6. & 9. S 2. FOR POCKET WALLS SEE GENERAL NOTES #15 A 16 AT SHEET 1 OF 14. TYPICAL ANCHORS AT 8' O.C. a SEE EUN. $1 FOR SPACING ' io PERICIR % - TYPICAL ANCHORS $ w 0 ABOdE Q 35 a "a AT SEE ELN J FOR SPACING. SHIM 1 3/4" MIN. EMBED. POCKET DOOR HOOK ATTACHMENT DETAILS FbH01oN FR/C Com to .Teem Pb¢Iks lnc Y. FWCiLadC wnd Na?M.n PIIY9GL ASIM1I NO. Duasam .'A•.IDxc Tf D-llW Sp�- On iw Ill INM Taailc&. ,, 1640 Dd38 Dlu�wm Dmip�ba . 3400 DRAB MaIw@laO%Nmga4ol IS 70.0 DNB lo,auO g JI.0 P746 1. FP=WIaW:CompoF NanG.76 I'Ma AL ASIM NO. Du Ilasaa'A%10es H PSlm SI Gmiy 141 PAE Tucks.,, P9 1M0 D a Ul,i s Ebnpwa% Kle DA8 Molulm®100Y.Om8+0m,PS 7630 D4I8 1 BaWrs ao PYs PRODUCTR CWPD mds,,Iyu,,wUDwPFla Builan Ca64 10— 19 � ee o o a ^m u m INTERIOR a' 1° C) (4 ]5 mov 2 A c i ¢ y�3f o I6 17 31 m S 6 2 L.i q O 2 zae z >< o s J TOP D60P, 1] U B z ®� ? ` & D,COD W uqa1 Q O EXTERIOR J Off] f _ GO a, i O �t Y at p mi _.. :�) :S �3.625� 750 1.001 0 ri _1 I I-1.594-1 FRAME HEAD 1.000 .062 .3]6 3.500 1.218 Q FRAME JAMB <qTN FRAME TOP CORNER C n n q �iO BE .E>� ! i o 1{�y ` ^ 5 v{ �' " O 9 n z M g § fn j-3.650 .o6z I.000 1.500 TWO TRACK HEAD 1.594 AT SHEETS 9 8. h MDLTI-SpOE FRAME HFAO � .090y Ir yr 11 112 1 1.687 .094 .062 559 T� 4.154 FPo E SILL I 2.250 0 0 � TWO TRACK FRAME O ®'" e H j N V ' �1 B H z 6 O z y 5 r it a 1.132.062 1.590 1.619 O INTERIOR INTERLOCK .390 241 L 2.000 .062 890 r- I .062 2.798 2.039 .150 1.590 1.619 .062 1.132 = A .890 0 1BTT 0 PANEL BOTTOM CORNER „ o o E N i d :y k .094 1ORI O o P97 ANEL TOP RAIL PANEL BOTTOM RAIL EXTERIOR INTERLOCK (,-J/j� J] FRAME f�jOM CORNER S 0 y x i 180 7 C SL.2182 8 I--�-.616 to GI -ASS STOP 2.686 1.044 F,062 1.842 LOCK mLE © 844 yI j�1 1 1.710 2.280 .094 1.617a �ODUCFRENEwFD :rmlYlrvtwl9�w Plori4a A ¢pm = ! 4 12 D-a ZO(B Nlivuipade Pmducl Con 5 hTyn ffii = aAaavLs...a.�gA4 ve"'y {........5'M,Lr o^'hci LL ✓•..f .Z n 6: o_I 0. �I ��IA4 •• it ILI a G 1.655 ASTRAGAL mLE .531 < D]DrI I-1.250 zJ FI%EO PANEL CLIP .580 .125 r .875 J 1.142 ® pSTRACAL RETAINER �3.000�1 7 .124 SILL RISER 0 N �O �J 4 N W O O� 1 N mL m m O 9 ; O _ O O m O FO W N N 4 m N 10 W m v A A A N W = p O ti O p n p J J o O s 2© o� I—E:7 r�o� 0 H s S ' La > L•] •3 a� x z Z � A A 9 ca 0 me' E b OHS 9. I PN � N no 9 PROPS Wo 55220 t��? Rmves�AM I2-012I.24 A 12-0127 .0 6 k 10 inp1uea Hmf-sraa e°°� N"°�a ./ 0LA W S O ]� % � 5501 N.W. 90 ST. P fa&'/ ./o P00AaM °ra 1° Como . x010 F9c MEDLEY, FLORIDA 33166 -z S ES I c. PH No. (305) 696-8660 •• •� • �C��7�1 ���d' MANUFACTURER OF QVAGTY ALUMINUM WINDOWS AND CLASS DOORS oa/z1/12 SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I.) •�m0� °ibP�` MRUSION DETAILS, REINFORCEMENTS k FRAME CORNER ASSEMBLY DETAILS Dare._N 15 2013 I] MIAMI,DADB 0 DEPARTMENT Or REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Inc. MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315 2590 F (786) 315-2599 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below.- The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement- L.M.I. APPROVAL DOCUMENT: Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision `B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sates, P. E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade .County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0127.07 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 14--0908.08 �. Expiration Data: May 30, 2017 Approval Date: November 06, 2014 Page 1 UNDALL Eo STOFFT ARCHITECT35 per. ^" 3379 ARIi0911105 APPROVED El REVISE & RESUBMIT APPROVED AS CORRECTED [] REJECTED This review is only for general conformance with the design concept of the Project and general como!ianca Mill tha information givan in the contract dccemans. Co;racllor, cr cOmman's ;Wade on the shop dra•Arings dining W3 reviEw do n2 rcliava the con'acior from compliance vnlh the require- Mr!'c Ot ti:e plans and spacTcatbns. Approval of a spe�e item shall not inc.'adser_rro:_Idan assembly of wNoh the item is acomponenLCon, lr."or is responsible for. Dimensions to be confirmed and correlated at the b Ella; m"Liaafian that pedams solely to the fabrication processes or to the more,,;, maul Dds, techniques, sequences and Procedures of construe. fioa: coordinafion Of Eha work Of all Other bolos: and for performing all work in a safe and sa5sfaefoiy manner. LATEIA W, )�� sr: 41AM1•DADE IYtIAMI-DADS COUNTY, FLORIDA on PRODUCT CONTROL SECTION DEPARTDIENT OF REGULATORY AND ECON0111C RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE AMYRNISTRATION DIVISION T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mnv.miamidnde.eoviecoaomv Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (!it areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Extruded Aluminum Tube Mullion W1 and w/o Steel Reinforcement- L.M.I. APPROVAL DOCUMENT: Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the bfiami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall beeonsidered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and retrieval of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at thejob site at the request of the Building Official. This NOA revises NOA No. 12-0127.07 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. O ,, 1 1: r: .' � a r 1 t u J Lawson Industtzes, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previotis NOA's No.'s 02-0501.05 and 95-1212.09) 2. Drawing No. LAW-MI.-1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision `B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previotis NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HE,TI-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P. E. (Siibniitted under previous NOANo. 02-0501.05) 3. Test report on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 120-inch span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HE,TI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P. E. (Stibniitted tinder previotis NOA No. 02-0501.05) 4. Test report on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27102, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 02-0501.05) 5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P. E. (Subinitled under previous NOA No. 02-0501.05) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30, 2017 Approval Date: November 06, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked —up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 01/31/96, signed and sealed by Gilbert Diamond, P. E. (Submitted underprevious NOA No. 95-1212.09) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked —up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90—inch span mullion and a 454nch high fixed window on top, prepared by. Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diamond, P. E. (Submitte(I under previous NOA No. 95-1212.09) C. CALCULATIONS 1. , Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. (Submitted underpreviousNOA No. 12-012Z07) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5'h Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and fried at the Secretary of State. 3. Statement letter of conformance to and complying with FBC-2010, issued by manufacturer, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Sttbrrtitted tnrde)• previous NOA No. 12-0127.07) 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.07) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30, 2017 Approval Date: November 06, 20t4 E-2 Lawson Industries. Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15 27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.19, dated 05/20/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.10-0610.02) 6. Laboratory compliance letter for Test Reports No.'s HETI-02-1714, HETI-02-1716, HETI-02-1717, HE,TI-02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted un(ier previous NOANo. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA No. 02-0501.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement - L.M.I.", approved on 03/29/12 and expiring on 05/30/17. Jaime D. Gascon, P. E. Product Control Section Supervisor. NOA No. 14-0908.08 Expiration Date: May 30, 2017 Approval Date: November 06, 2014 E-3 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT !A AND CAN BE USED WITH ALL LAWSON'S MIAMI—DADE y FG ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. c HORIZONTAL MULLION 3 RECTANGULAR ALUMINUM TUBE MULLIONS m m w a y GLAZING USING MULLION PROPERTIES ONLY PRODUCT + GENERAL NOTES: Fa o a m o y 2 4 3 3 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING WOE 2014 EDITION INCLUDING d ti +'d HIGH VELOCITY HURRICANE ZONE (HVHZ). i c rn z z � I S 2. ALL OWING PRODUCTS USED VAN THESE MUWONS IAUST LIEU ME APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E. WINO LOAD, WATER N w x ^t d , ; W o .3^.. INFILTRARM, FORCED ENTRY RESISTANCE, SAFEGUARDS EEC. LY N GLAZING II 3 _ 3. MUWONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS, INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. C ZI W 1=- ti o PRODUCT 3 4. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE5. y RW3 ANCHORS SH4LL BE AS USLED, SPACED AS SHOWN ON OEfAS, ANCHORSEMBEDMENT TO 80.5E WIETUAL Sfl4LL BE BEYOHD WALL DRESSING OR SNCCO.s' 6. ANCHCRING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS®gARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OFWOOD O .it7. ANCHORS ONLY. 8. WTERIAES INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCRDVS,W2 TINT CAMEINTOACTWITH OTHER DISSIMILAR MATERIALS SHALL MEET1HEREQUIREMENTS OF THE 2014 RORIOA BLDG. CODE - SECTION 2003.8.4.MULLION SPANWIDTH (W) = W7 + W2 + V13 MULLION & CLIP NOTES: 21. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET2 OF 10 FOR DETAILS AND NOTES. ANCHOR/CLIP ANCHOR/CUP • REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. w `l" REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS m 9123. FOR CUPTYPES AND ANCHOR CONDITIONS REFER TO SHEETS VERTICAL 3 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. MULLION+ w r REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS GLAZING GLAZINGPRODUCT PRODUCT� ANCHOR/CLI Wt W2 w +W7 (W) = + W2n8WIDTH WIDTH (W) = FF',n uN 20OS TYPICAL MULLION ARRANGEMENTS � -- rut;-ni{:e0zl5 ANCHOR/CLIPGLAZING PRODUCTANCHOR/CLIP HORIZONTAL MULLION VERTICAL MULLION GLAZING GLAZING PRODUCT PRODUCT ANCHOR/CLI GLAZING �' PRODUCT GLAZING GLAZING PRODUCT ' PRODUCT 36 3 VERTICAL Ni �'^ MULLION � ' ANCHOR/CLIP w1 wz MULLION SPAN L6s6 f_ 32s jc 06E 500 a .156 TYP. .01- 62 ,125 3000 L500 M b <y w o 1.905 L132 L .125 yl ¢ LV1 z o 4.111 S LJ 3000 � 3.062 3400 2 % 4 ttPICAl 2000 1.732 2A62 LL MOM FRAME 2.000 {.1 F4s00� STMULLIONE 2X MULLION CLIP 6063-16 .1683 .156-r F ^ 102 II' LON 102 1A00 J56rI (.000 t-LW2�1 LI08. IA62 1.166 F1.062 a ,$ Z •v OPnoN& L 2%6 1 X4 1 X3 1 X 3 1 X 2 1 X 2 kj o STD TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION y� al 6l S MULLION 600-16 606J-T6 6063-T6 6063-76 6063-T6 Ixx: 2.070 i0t. Ixx: 1.000 in Ixx: 0.950 Mt Ixx: 0.370 in Ixx: 0.330 in( F c Sxx: 1.035 in'. Sxx: 0.667 in Sxx: 0.633 in! Sxx: 0.370 ink Sxx: 0,330 ina bb @ LOAD,(FLANGE FRAME) (FIN FRAME) (FVJNGE FRALIE) '(FIN FRAME) NGE FRAME) ® H ZI a V TTANDAAD TURUTAR 5 Ss 2.000 mmiry'lyim �N141twINOfld.1 fy iii-A)J # 'i TVP. WALL - .125' ILL SLIM iG 0' ALLOT = 6063-T6 1,000 "'pht'. I� -� A50TYP CAL. GLAZING pR0➢UCi IIY .121 F1000y AIUau: �1 III 1.000 } 2090 .123 2.250 .I 6.000 3000 .125 I 2A00 MULLION L L e 4000 w'om IX MULLION CLIP 2.ao0 30a0 9.fioo 606J-rG 1 X 4 1 X 3 1 X 2 a 2' MULLIONS CONTAINING STD. TUBE MULLION STD. TUBE MULLION STD. TUBE MULLION d 3 L NOTCH C L TYPICAL GLAZING PRODUCTS 2 X 6 6o6J=T6 6O63-T6 OO63-T6 OPTwuA1 .HORIZONTAL OR VERTICAL 2 X 4 Ixx: 2.070 ink 1. 0.950 in Ixx: 0.3301n _ STD. TUBE MULLION STD. TUBE MULLION Sxx: 1.035 ink Sxx: 0.03 ink Sxx: 0.330 D?.. $ SEE VIINOOA OR DOOR APPROVAL FOR 600-To 6053-TG 'k FASTENERS SIZES AND SPACING Ixx: 8.280 in Ixx: 2.980 in". u- zT o Sxx: 2.760 ink Sxx: 1.490 ink z i L �,� RECTANGULAR ALUMINUM TUBE MULLIONS $? S INSTRUCTIONS: USING MULLION PROPERTIES ONLY d $ ME CLOUDS AND OWNS As FOLLOM. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT r AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE p. STEP 1 DETERFllNE DESIGN LOfll REQUIRED MR PARNCUIM OPENWp. COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. CC v c STEP 2 USE APPROVED G{AZNG PRODUCTS MEENVC ADWE LOAD NOTCX REWWEMENTS °�0U43STEP 3 USE CONNECTON TO UULUON AS PER PRODUCT MPROVAL I'1GSES+ ri 4 -yI❑I1�-.t25 MIN. SLEP 4 sSING ARTS O swu T 3 Of 1. REFER TO THE GENERAL NOTES ON SHEET LJ<-= 2A I SING DESIGN °N SHEER J of 10 G14 L MULLION 42f 1 OF 10 FOR BUILDING CODE COMPLIANCE. TF^;� y I I III 1. ALL CLIPS AND ANGLES ARE TO FIT STEP `Z TIRII DESIGN RATING MORE 1HAN DESIGN LOAD SPECIFIED y. MUWONS MAY RE ORIENTED VERTICALLY OR off* SNUG INTO TUBE MULLIONS. IN STEP I A60VE T ` HORIZONTALLY. m ANGLE CLIP 2. WHERE ANGLES ME NOT FIT SNUG MING ANCHOR TYPES ON SHEET 6 THRU R AND ANCHOR CHANTS P. 6083-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9, SMOOT ANCHOR TYPE wnH DESIGN WHO 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION -taoo� ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ASM ARRANGEMENTS OR STACK CONFIGURATIONS. a CLIP LENGTH TUBE MULLIONS TUBEMULLIONS TUBE MULLIONS 0 - o Z [ 2 ks �m y M I wqn o m52, q O N 34ro N u ry z z _5� A z ��x u� o msa FR w S pWp F j{ y q S a z 6 O ®N W m w a F W m' z y d dyyd 6 s 6 2 }_ I10mzCRTAE mmUCH TYPICAL MULLION ARRANGEMEPfiS NU�WO ARCHES TO BE WSCRIBED jN3d - INSIDEREMANGVURSIUPE �V� :��•:•p ••••••:: ', �fo OZ NOTE' mf!in ?' PRODUGUZINGCT PRODUuzNOCT ¢ PROOUCTROVISED PRoeucr PRooucr a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED ^�� � � +' (] � - pIp VIYiM:\viJ IM1U TIOddB p '. �f 1�(4v � VERTICALLY OR HORIZONTALLY. emlauu; Amvplrvaa ND (INTERPOLATION BETWEEN WIDTHS ALLOWED) a 1�'fRnu u�(J, W7 W2 WIDTH (W) = nie01 mihadc Pmd tt OPDOPI ��"4[s6 uU\\\\ MULLION SPAN I 2 G 0 Width(W) MULLSPAN 1X2 1X3 1X4 2X4 2X6 Wiglh w MULL SPAN 1%2 1%3 t%4 2X4 2X6 Width w MULL'SPAN 1X2 1X7 1X4 2%4 2%6 t8 36.318" 1W.0 150.0 iW.D 150.0 150.0 t8 74-t/4" 28.3 81.5 150.0 1500 18 12075.8 79.3 42.1 60.5 150.0 24 150.0 750.0 150.0 150.0 15D.0 26 21.2 67.1 150.0 150.0 24 31.5 45.4 1262 30 723.0 750.0 iW.D 150.0150.030 17.0 48.9 750.0 1500 30 25.2 36.3 700.938 102.5 150.0 150.0 150.0 750.0J640.7 127.8 150.0 3fi 21.0 30.3 84.1 42 87.9 750.01500150.042 - 34.9 709.5 150.0 4218.0 25.9 72A48 76.9 150.0 150.0 150.0 150.04B 30.8 E44 95.8 150.0 48 22.7 63.154 68.3 137.6 1.150.0 150.054 27.2 85.2 1500 59 -20.2 56.1fi0 61.5 123.9 150.0 750.0 150.0fi024.4 76.7 144.2 60 18.2 5D.566 55.9 172.8 150.0 150.0 150.D 6fi22.2 69.7 137.7 66 tfi.5 45.972.3 t032 750.0 750.0 150.0 72 -20.4 83.9 720.2 72 - 15.1 42.1 78 47.3 95.3 150.0 150.0 1500 70 - 18.8 41.0 59.0 710.9 78 - - 38.8 78 60d18" 89.3 150.0 150.0 150.0 150.0 18 Bd" - 58 3 122.E 150.0 150.0 78 732" 31.6 45.5 126.4 24 67.0 150.0 iW.O 150.0 150.0 24 42.2 920 1324 150.0 24 - 23.7 34.7 94.8 30 53.8 142.3 150.0 150.0 150.0 30 33.8 73.6 105.9 150.0 30 - 19.0 27.3 75.8 36 44.6 118.8 150.0 160.0 150.0 36 28.7 61.3 88.3 150.0 36 15.8 22.7 63.2 42 38.3 701.7 750.0 150.0 150.0 42 24.1 52.6 75.7 750.0 42 19.5 54.2 48 37.5 89.0 745.4 150.0 150.0 48 21.1 48.0 69.2 740.8 48 - - 17.1 47.4 54 29.8 79.7 129.2 150.0 150.0 54 18.6 40.8 58.8 125.2 60 - - - 15.2 42.1 60 28.8 712 118.3 150.0 150.0 60 16.9 36.8 53.0 712.7 60 37.9 66 24.4 64.7 105.7 150.0 150.0 fib 75.3 33.4 48.7 102.4 66 72 22.3 59.3 98.9 139.5 150.0 72 30.7 44.1 83.0 72 31.6 78 20.6 54.7 89.5 12fl0 150.0 IB - 26.3 40.7 86.7 78 - - 29.2 78 57" 62.6 150.0 150.0 150.0 150.0 18 96" 37,7 82.1 ttfl3 150.0 18 - - 24.3 35.0 97.4 24 4e.e 135.1 750.0 150.0 150.0 24 28.3 81.8 88.7 150.0 20 - 18.3 26.3 73.0 30 37.6 708.1 1W.0 150.0 150.0 30 72.0 49.3 71.0 150.0 30 21.0 58.4 36 31.3 90.1 150.0 150.0 160.0 36 16.6 41.1 59.1 143.8 36 17.5 48.7 42 26.8 77.2 731.7 150.0 150.0 42 - 18.2 35.2 50.7 123.2 42 15.0 41.7 4g 23.5 67.5 714] tG0.0 150.0 48 39.8 q4.3 107.8 48 36.5 54 20.9 60.0 101.9 146.8 150.0 `'+q 27.4 39.4 95.6 69 32.5 60 18.8 54.0 91.7 132.1 150.0 60 24.6 35.5 86.3 60 29.2 66 17.1 49.1 83.4 120.1 150.0 66 22.4 32.3 76.4 66 28.8 72 15.6 45.0 78.5 110.1 150.0 ]2 20.5 29.6 71.8 72 24.3 78 - 41.6 70.6 701.8 150.0 78 - 19.0 27.3 66.3 78 - - - 22.5 18 63" 46.3 133.4 150.0 150.0 150.0 18 t08" 28.5 57.7 83.1 150.0 18 950" 31.0 E6.1 24 34.6 100.0 150.0 150.0 150.0 24 79.9 43.3 62.3 750.0 24 23.3 64.6 30 27.8 lm.0 150.0 150.0 160.0 30 15.9 34.8 49.8 136.3 JO 18.8 51.7 36 23.2 66.7 125.2 150.0 750.0 36 28.8 41.5 113.0 36 43.1 42 19.9 57.2 107.3 750.0 150.0 42 24.7 35.6 97.4 42 36.8 48 17.4 50.0 93.9 135.1 150.0 48 21.6 31.7 85.2 40 32.3 54 75.4 44.5 83.4 1201. 150.0 5d 19.2 27.7 75.7 54 28.7 60 40.0 75.1 108.1 150.0 60 77.3 24.9 68.1 60 m 25.8 66 38.4 88.3 98.3 150.0 66 15.7 22.7 82.0 66 - 23.5 72 33.3 82.6 00.1 150.0 72 - - - 27.9 56.8 72 21.5 78 30.8 57.8 83.2 150.0 78 19.2 52.4 78 19.9 C421NC PRODUCT 3 3 OWING CUZWC PRODUCT PRODUCT .690 L r 125 IA00 A62J bee a12 1.000 LSOp yr y ,� .I56 TTP. _ _ .in .125 .ING o O a6w Fr @S9�m9L@6 n� y IA03 j 1]32 '•1 rp T L000 115 9.000 ]'000 3.000 3062 � m q 2 X 4 xDW].625 30W 2bGG p o ZV cT� U E mm .NOOW L. MULI toT� WINGGW FP/ME o Y i ? Zp 2 500� 1 0 4 2X MULLION CLIP ]— T 1+1AmD-I s ; p o 6063-16 2 X 6 A8G 11.06z-1 .156 I Eac2-1 1 X 3 1.16G a i FFh STD. TUBE MUI. LION o NOTCH 'L• 6A00 Sf0. TOPE 1 X 4 60BJ-T6 CUSTOMX 3 W v OPTIONAL MULLION 1 X 4 STD. TUBE MULION 1 X 3 �IILLIDN c. / C ISTO6�e� LION 6o6J-TO CUSTOM MULLION Soo -lie y F C xx: 2.6 < Ixx: 4.709 ink .Ixx: 4.709 In Ixx: 2.168 iri Ixx: 2.168 in' x � X Ixz: 2.218 in. Sxz: 2.355 In Sxx: 2.355 Ire Sxx: 1.445 ire Sxx: 1.445 in. N G U Sxx: 1.479 In. 2A00 (FIANCE FRAME) (FIANCE MUD (FOR FRAIM cJ ® a a STANDARD WA_ R M'IAS, SHPPEs j M. wALL - .1'Ifi• KL 45G0 N a CS &L0Y - 600-T6 y •750 I TYPICAL Y—fdAZING PRODUCT N U .IGG II--zA00 N 4 Jj £ 2AI0 .125 2250RE 1.0000 U1Z SN.S. Utzo.c. 4sao N ((9 {{ 1X MULLION CLIP 3000 4400 - 3625 4 a e s063-fs # MULLIONS CONTAINING L NOTCH C L TYPICAL GLAZING PRODUCTS C4M.4 e a OPRC_ HORIZONTAL OR VERTICAL PRODUCTRBV66D mvplylu6 HdW Um Floddo e SEE WINDOW OR ODOR APPROVAL FOR 2 % 6 2 % 4 B.M,CodR n FASTENERS DES AND SPACING AvaUlmrte NO a° STD. TUBE MULLION Si0. TUBE MULLION L �ry , us `v z a 60g1_T6 6G61-TB Ixz:19.648 fnt Ixx: 7.649 in NUJI r�.Jalindv lNnuall Sxx: 6.549 i� Sxz: 3.825 ink < x( C •� '� RECTANGULAR ALUMINUM TUNE MULLIONS i INSTRUCTIONS: USING MULLION PROPERTIES ONLY USE CHARTS AND GlWlls AS FOLLOWS. 111{ftflfrlrAAl, STEP 1 DETERMINE DESIGN LOAD RFAvuiEo FOR PARBcuuR OPEN THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE STEP 2 USE APPRo,2D GIAZING PRODUCTS UIUMG ABOVE LGAo COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. o NOTCH ftEOVIRELICNTS. S A 0 Z .+_' N OPBONAL STEP x USE CONNECTION TO MUONI AS PER PRODUCT W 1`I APPRN'AL NOTES. +a • n uzs MAN. STEP 4 sPEcln LA mum sxm sPACING. 1. REFER TO THE GENERAL NOTES ON SHEET of 'IInI� z66a� Uvsc crams ON sn OR s OF 10 6E1ECT D SPEC RED 1 OF 10 FOR BUILDING CODE COMPLIANCE.- 1. ALL CUPS BE ANGLES . TO FIT STEP OR S OFSYON RATING MORE THAN OECIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR R � SNUG INTO TUBE MULLIONS. IN G L OR Tr HORIZONTALLY. L' 4' IL ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG uswc SHOO ANCHOR ttPEs ON SHEET 6 Tl RN 9 AND ANCHOR clwms `=A 606J-i6 INTO OBE MULLIONS, SEE OPTIONAL STEP 6 ON SnTHA S. SELECT ANCHOR TYPE RE DESIGN STEP WI 3. REFER E SHEET 1 OF 10 FOR TYPICAL MULLION rF ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DzvcH Lams SPEdrIFD w STEP 1 aBovE. ARRANGEMENTS OR STACK CONFIGURATIONS. a a CLIP LENGTH MULL "L" t % 2 1.688' 1 X 3 2.666' l x 4 3.688' 2 % 4 3.668' 2X6 5.6D8' 38. 3/8" 60.518" 57" 63" PROD III PRODUCT 54 PRCOUV 3 3 Cl/3WG C42WC FRcouci P6owcT STEEL REINFORCED TUBE MULLION S STEEL REINFORCED TUBE MULLIONS ILL SPAN 1X3 1X4 2X4 2X6 Width yr MULLSPAN iX3 1X4 2X4 2X6 y 4 74-1/4" 150.0 150.0 150.0 150.0 18 - 120" 44.0 95.7 150.0 150.0 o q '�° i° y .9. n 0 0� zzq O1 0 k 3 4 y i o z � Q 2 2 _ 139.5 150.0 150.0 150.0 24 33.0 71.8 1166 150 0 111.6 150.0 150.0 150.0 30 26.4 67.4 93.2 150.0 93.0 150.0 150.0 150.0 36 22.0 47.8 77.7 150.0 79.7 150.0 150.0 150.0 42 18.9 41.0 66.6 150.0 69.7 150.0 150.0 150.0 48 16.5 35.9 58.3 149.7 62.0 134.6 150.0 150.0 64 - 31.9 51.8 133.1 55.8 12l.2 150.0 150.0 60 28.7 46.6 119.8 50.7 110.1 150.0 150.0 66 - 26.1 42.4 108.9 48.5 101.0 150.0 150.0 72 - 23.9 38.9 99.8 42.9 93.2 150.0 160.0 78 - 22.1 35.9 92.1 84• 128.4 150.0 150.0 150.0 18 132" 33.1 71.9 116.8 150.0 5; ? 6" pq Q/ cNw N y W p z m ,{ S 95.3 150.0 150.0 150.0 24 24.6 53.9 67.6 150.0 77.1 150.0 150.0 150.0 30 19.9 43.1 70.1 150.0 64.2 139.5 150.0 150.0 36 16.6 36.9 58.4 150.0 55.0 t19.5 150.0 160.0 42 - 30.8 60.0 128.5 48.2 104.6 150.0 150.0 48 27.0 43.8 112.5 42.8 93.0 1500 150.0 54 24.0 38.9 100.0 38.5 83.7 135.9 150.0 60 21.6 35.0 90.0 35.0 76.1 123.6 150.0 66 19.6 31.8 81.8 32.1 69.7 113.3 150.0 72 - 18.0 29.2 75.0 29.6 64.4 1 104.6 1 150.0 1 - 16.6 26.9 69.2 96" 86.0 150.0 150.0 150.0 18 144" 25.5 55.4 89.9 150.0 K N Q z o 64.5 140.1 150.0 150.0 24 19.1 41.5 67.5 150.0 51.6 112.1 150"0 150.0 30 15.3 33.2 54.0 138.6 43.0 93.4 150.0 150.0 36 - 27.7 45.0 115.5 36.9 80.1 190.1 150.0 42 23.7 38.5 99.0 32.3 70.1 113.8 1 150.0 48 - 20.8 33.7 86.8 28.7 62.3 101.2 I 150.0 54 - 18.5 30.0 77.0 108" 1 22 7 1 499 1 79 9 1 1.500 III 48 1 150" IC.I JV.9 09.V IJV.V - •� 15.5 1 35.8 1 58.1 147.0 66 - 21.7 55.7 sC ' 15.1 1 32.8 53.3 134.8 72 - 19.9 51.1 30.3 49.2 124.4 1 18.4 47.2 .i?IIpfUNrgq. TYPICAL MULLION ARRANGEMENTS j�.,j• ...?+y LARCHES TO BE MMUED o�j N' y, .�• NSIOE flECi4NCUUR SNIPE ry NOTE' �R�OnuCi REVLSEo ��n':• v+ k MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED nmly ogmu I„n"H,e , VERTICALLY OR HORIZONTALLY. aDam9c u",(� ^�OQ•O� •'c =c nam.Plvl' No CiF�'. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = W7 + wz °iaml�Ja<P�aun comrm , ,.,. ' 2 5/IV wMNS .W. WOOD PENEIM110N I' CUP (1 ON EACN MNG)� ILN. RONIWC CUP IMD 1-1/v wx MIN. EDGE DIST. 2-3/16' CONCRETE OR 4" OLLOW BL)CK C ENDED I 3{ PER ttIP (z ON U MIN. I < I I, I / / 2 7/I6' PD MIN. 3 B SONNY 1-3/4' MIN. yHNG) . ._a_.I, v.•�IM�\I Y PER ANC' i L M i f M m w=w i i u D �7i i ii mia I WOOD BUCK r y LIx ROARING CUP II II �AlUAI NICLE ry \ I I I 1 I 1 I I U U I I 1 1 1 F� ANCHORS TYPE V (INTO BLOCK) ,® ANCHORS TYPE 'O' (INTO CONCRETE) ALL CLIPS AND ANGLES TO FIT SNUG 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK INTO TUBE MULLIONS. 1".4" & 2"x4' MULL TAPCONS MAY BE HEX OR FLAT HEAD. Ly I /JBUCK�11 MIN. EDGE DIST. _ 2-3/16" CONCRETE OR WZzxlED- VDO IlUY ANGLE ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. �— ANCHORS TYPE ' 2 ANCHORS INTO WOOD s/IL' TxPCONS 1-1/2' CMIN.UP (2 O PFNEIMTON 1-I/2' WN. { PER CUP (, ON ETCH PoNC) a CUP \WCO SUCK 1 I ANCHORS_ TYPE 4 ANCHORS INTO WOOD SONNY 1-3/4' MIN. YIWC) I rmoD DUCK Ir YI 1-IX R TNO CUP 6' TVCONS 0 R AN N PER ANGLE ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE)¢ 1 NTO CONCRETER ORI BLOCKK pN 'ppU1� 3�G1 w X LiI/D' NL I1RODUCTR6VISGD 1 ________ 1 wwmylying.vilkam FlunJa io o�,`c h --1 IluittdluDCWc .L/T Q//hy�ay I 1 G ;PIon�ENn _4AUER-O TE ANCHOR LOCATION Nieml Daac Roa ICanwl� Yy:n 111 MIN. EDGE DIST. s/Ia. w,mxs 2-3/16- CONCRETE OR 1-3/4-III. EMBED INTO M.UIONRY 4'�T' �HOLLOW BUD 2 PER CUP (I pm MH .5) I MIa II\ \Z M- 2 v fI} I,�e,'• CEP 5/1a' T3PCON5 3/4' ON. EMBED PRO MASONRY 1 PER rNa1F I n 1 D 1/B' PNLIE (INTO BLOCK) NTO CONCRETE) OR CEMENT BLOCK MIN. EDGE DIST. 2-3/I6- CONCRETE OR a 4' a/w iwms a/m' TN N,, I-}/1' NIR EMBEB Wf0 YASBNRY CIIP ON FACH Y1WG) I-}/N" OIN EMBEo IMO m1 PFR (t b FOLLOF,3.LCK O�M � V. O I I v� II II CONCA[li OR I I III "e3 i O- 9 3 1/4' MIN. 1 NULL � ANCHORS TYPE V (INTO BLOCK) ANCHORS TYPE 'C' (INTO CONCRETE) v 11 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1•W h 2"a4" MULL I uuu li ` II i i �WATWO CUP�®II a/la' iAPCONS MW. ENaEO IMO MAONRY 1 PEft CIV (I ON FACM VdNC) ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. PRODUCTREVI$CD + I idi c.ft lD laCFlulido /n] ("�Q < CUPS OR ANGLES CONNECTED DIRECT Y TO MASONRY TO BE PROTECTED 11u11:lll,y Code O%� • O8 I• A[CVIMCOKO- / n y WITH ALKALI -RESISTANT COATINGS, iSUCH AS BITUMINOUS PAINT OR y� a DI, TMcoNs t-3/H' MR. EO)ED WATER-WHOE MEIHACRYLATE LACQUER. Hj50 )Oda Pmd.MIDe z MIN. EDGE DIST. 2-3/16' CONCRETE OR 4" HOLLOW BLOCK on 2X6 6/16- TM NS 1-3/4- NW. fldBED IMO 4USONRY 4 PER CUP (Y ON EACH WING) CLIP LENGTH MULL L" 2 X 4 3.688• 2 X 6 5.688' DGE DIST. CONCRETE OR OW DLO I ®' HOOD 5/I6' iMC WBEO EUSON 4PM RY 4 PEP CUP . HP I2 ON FACH INNC) O 4 b e MW N y x yak u o- 01�o 3�V �rr m o a N 1 MULL 5/Ia TMCONS q .4 1-3/4' 6YN. EMBED INTO MASONRY 4 POP CUP (] ON EACH WING) O MIN. Z N zz % Di W �3 6LW� -2X6 NULLOC z w • ae4a INCHORS TYPE 'E' (INTO BLOCK CHORS TYPE 'H' (INTO CONCRETE) WOOD 4 ANCHORS THIRD IX BUCK INTO CONCRETE OR BLOCK 2'X6' MULL SHOWN PRODUCTRUVISBD �96Hnerdl9mol'oddo A.W.4,N.. . No 1 O 0g.08 n�No p m6z, .vl.I'roinn--Conlm� IIN. EDGE DIST. 5/16' TAPcONs 'I6" CONCRETE OR 1a/4' LIN. ROW IWO LMSONRr 3-3/4- HOLLOW SLO K 4 Tor. (2 ON IXH WWG) MIN. \z \z I I II II I I II II 2-7/I D" I I I I MIN. 2.4 ai as N.. 2X2%1/4' l_____________J Li L ; .LA1 ANCIE I I I I I I I I CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR VIATER-W'HRE MERMR)TATE LACQUER. A CLIP LENGTH MULL "L" 1 X 4 3.608' .2 X 4 3.688' 2 X 6 5.688' J12 F.H. ` 2/ 1/8' THICK ALUM C ASSEIABLY ACCESS m5 SI G BE ll WSFIN TOTTEN DIRECTION $ A . 0 14 S.W.s 2/ CWVWEL, FREE D-I ON R N.ON 1-J/4' % 2' % I/8' (FOR 20Y WOE) / O/4' % 2 % Ile FOR X WBE1J .U.UN ANGLE CVF 70 FR SNUG INSIDE WOE ANCHORS TYPE T. METAL TO METAL CONNECRON USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION PRODUCT R6V66O olnplylu0wilh We PWe P�/.lo��d/d.'n/C�/ ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE p�"J 1lixlga!nLs p �OS O8 2O-j. TAPCONS MAY BE HEX OR FIAT HEAD. MAY BE HE. W n :rlinni "All nci Cdn11.1 Z:yp H A 3B NO 5a 5/a 57 C1 74114 1 U-1 as1 1e 1 118 1 dm ® t3z tm w ® 12D 84 1 W I m I m I as I tM I W I tta I tm I m II as 1 132 96 F—m--F—w—T-at 1 et -1 i2t I W I toz I IM I zz 11 4e 1 144 108 1 M 1 47 L51_ _81 1 too m m tzo ea 4a 150 u xoq/cw xaazaxra nuwon PgWVCi "cuxixc ` 3 PR OIII�CI PCMOUCT m z N N NrLNOR/CVP ANCHOR CLIP NOTES: 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9,FOR DETAILS AND NOTES. 2. REFER TO CHARTS ABOVE ,FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS, rnouuctquvasqu S. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. a%wi�UCrRRVISE Flmidu 08 nece rn%-/l/Z01 CJ qY.._._ hlin mi b.:d4 rro dun Cmmo SI z c ImmommF MIAMI�DADE NIUM-DADS COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805'SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmtdode.gov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Mianti-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)'. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Huff icane Zone. DESCRIPTION: Series 11SH-7700 (Flange Frame)" Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange France Impact Window", sheets 01 through 05 of 05, dated 05/27/09, with revision "B" dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for ihspection at the job site at the request of the Building Official. This NOA revises NOA No.12-0127.16 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jainre D. Gascon, P. E. NOA No. 14--0908.10 Expiration bate: December 27, 2016 1 po 3aEt Approval Date: November 06, 2014 Page 1 ° " 319 CTS; PA ARt{L91No5 APPROVED REVISE & RESUBMIT ❑ APPROVED AS CORRECTED REJECTED This review is only for general conformance with the design concept of the projact and general compliance with the information given In the contract documens. Corradbrs or comments made on the shop draw;ngs during tiv-a r�v1a.Y do not refeve Via Contmctcr from Compliance with the requiro- of [he plans and specifications. Approval of a speciBC item shall not ":cie;de appm:al of an assembly of which the item is a component. Coo- cr is responsible for: Dimensions to be confimed and correlated at the jib,;'o;;nfWrsVonthat pertains solely, to the fabrication processes or to G:.,3 means, methods, techniques, sequences and procedures of commie, Von: coordination of the work of all our trades: and for performing al work in a We and sksfacloy manner. dd I RATE: ��T��� BY: M1AM1•DADE IIIAMI—DADE COUNTY u PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.eov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued tinder the applicable niles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RBR- Product Control Section to be used in Mianti-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)'. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the tight to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-7700 (Flange Frame)" Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09, with revision `B" dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting tine performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for tennination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection atthe job site at the request of the Building Official. This NOA revises NOA No. 12-0127.16 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. • • •Expiratio e Appi 2 Lawson Industries, Inc: NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (SitbntittediinderpeiviotisNOA,No.09-0706,09) . 2. Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09 with revision dated `B" dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked —up drawings and installation diagram of an aluminum single hung fin window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No.'s HETI49-2530A and HETI-09-2530B, dated 03/02/09, signed and sealed by Candido F. Font, P. E. (Submitted under pervious NOA No. 09-0706.09) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked —up drawings and installation diagram of an aluuminum single hung fin window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No.'s HE, TI-08-2003 C, HETI-08 2004 A, HE, TI-08-2060 A, HET148 2060 B, HETI-08 2061 A, HETI-08-2061 B, HETI-08 2062 A, HETI-08-2062 B, HETI-08 2063A, HETI-08-2063B, HETI-08-2064A and HETI-08 2064B, dated 03/15/08, signed and sealed by Candido F. Font, P. E. (Submitted anrterNOA No. 08-0825.17) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of an aluminum single hung fin window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted uiirler previotisNOANo. 01-1009.01) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.14-0908.10 Expiration Date: December 27, 2016 Approval Date: November 06, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 11-0705.09) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATE, RLAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas n Interlayer" dated 08/25/11, expiring on 01/14117, 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNernours & Co., Inc. for their "DuPont Butacite© PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted un der previous NOA No.12-0127.16) 4. Statement letter of no financial interest, dated 05/28/09, signed and sealed by Thomas J. Sotos, P. E. (Submitted underprevious NOANo. 11-0705.09) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA No. 08-0527.17, dated 02/27/09, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.11-0705.09) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.10 Expiration Date: December27,2016 Approval Dat6: November 06, 2014 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for all Test Reports No.'s HETI-09-2530 A and HETI-09-2530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 09-0706,09) , 7. Laboratory compliance letter for all Test Reports No.'s HETI-08 2003 C, HETI-08 2004 A, HETI-08-2060 A, HETI-08-2060 B, HETI-08-2061 A, HETI-08 2061 B, HETI-08-2062 A, HETI-08-2062 B, HETI-08-2063A, HETI-08-2063B, HETI-08-2064A and HETI-08-2064B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-0825.17) 8. Laboratory compliance letter for all Test Reports No.'s FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo, P. E. (Submitted tinder previous NOA No. 01-0406.08) G. OTHERS 1. Notice of Acceptance No. 12-0127.16, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame) Aluminum Single Hung Window — L.M.I.", approved on 03/29/12 and expiring on 12/27/16. Jaime A Gascon, P. , Product Control Section Supervisor NOA No.14-0908.10 Expiration Date: December 27, 2016 Approval Date: November06,201d. E-3 wmmv rLN E rRAHC VIM '- --III----_x_%�- III I =1 B WfiI VINOOV FLPN.0 FF MYTH it it I Itit it 7 SILICONE AND ARE W.N. HNCK VIBM VIHYOV BACK VIDiN AVALLABLE AS OP ZONAL. VIHYYV MIRK VIYIH IVAILABLE AS mnUNAL. 48" x 78" EQUAL LITE ELEVATION UN —EQUAL LITE RADIUS ELEVATION UN —EQUAL LITE ELEVATION • INCLUDES UN -EQUAL LITE ANO RAPIDS HEAD (LIMITED TO LOADS ON SHEET 4 OF 6) (LIMITED TO LOADS ON MEW 4 OF 6) General Notes: ([JMITED TO LOANS ON BMW 4 OF 6) SERIES-7700 SINGLE HUNG IMPACT WINDOW - FLANGE .FRAME 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASYM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND AS TABULATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC DASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED`GLASS TYPES TABULATED HEREIN (SER SHEET #3). 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. B.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OMONA1 & AND ARE APPLIED W/ SILICONE 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET 02 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, SECTION 11.3.3.3. 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 12.) MULLING SINGLE HUNG WINDOWS MIT OTHER TYPES OF MUUH-DADE COUNTY APPROVED' WINDOWS USING A MLUII-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 13.) SEE SHEET b 3 FOR MULLION/MWAL ATTACHMENT DETAILS & OPTIONS. 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE WSTALLAT W) K MAX B) NY NE F " R E EXT. A NO MINIONS. A AVAILABLE AS OPTIONAL VMDYV EHCK WIDTH EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) 'RD➢ULT RBVISOD wwFlYlugallL ILe PIariJD WINBS AN., ��� �ospvmw NY J R3DaB Pm unc nrcT�,. u D 1/4' TAPCON W/ 1 1/4'— MIN. EMBEDMENT INTO CUNC. (SEE ELEVATION AT SHEET FOR MAX. FASTENER SPACIN EXTERIOR GRA➢E- PEROIETER CAULK EXTERIOR Qj- ➢14 S.N.S. V/ 1 1/4' MIN. EMBEDMENT INTO WOOD, (SEE ELEVATION AT SHEET DI FOR MAX. FASTENER SPACING) O ALL WOOD BUCKS ENGINEERED SEPARATELY - E TO BE REVIEWED BY ➢LDG OFFICIAL (TYP. PT WOOD BUCK NOT BY LAWSON MD. IIUST SUSTAIN IMPOSED LDADS n. AFINB1114 XIN ae a i OXENT 4 A: SILICONE ADHESIVE BEDDING COMPOUND LAMINATE➢ GLASS 24 INTERIOR 11fETMO RAILS n O WOOD. SHEET NI SPACING) XT. GRADE ""RATED GLASS .PT. WOOD DUCKS SHv Ko ]UND INTERIOR ° _-1/4' TAPE°N W/ 1 1/4. n m m T 19 MIN, flA➢EDHENT INT° LONG (SEE ELEVATION AT SHEET DI yI a m O FOR MAX. FASTENER SPACING) o _ _ m0 5 B! a - 12 __ g ENBENNENT c, W Z q _ '-- 1 L, MIN °J i °' ti EDGE DISTANCE EXTERIOR EXTERIOR GRADE PERIMETER CAULKING 7� ?. -VNNDDV FR]ME VID1M M YEINOOW INSTALLATION NOTES: o >g N w L THE WINDOW FRAME THRO FLANGE TO BE BACK -BEDDED W/ AN AMEXT. BY WI CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 1 M a 2 THEWEXPOSEDNDOW NEXT. PERIMETER OF THE WINDOW FRAME TO a / BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK N \ BY OTHERS (TYP.) h • WHEN THE GAP BETWEEN THE WMDOIY PRAl1E AND THE DUCK OR ✓ MASONRY IS LESS THAN� \ 1�B', SHIMS ARE NOT REQUIRED. l ANCHORS NOTE: ANCHORS TO HE B12 SMS OR WD. SCREWS INTO WOOD, OR 1 1/4' TAPCONS or APPROVED CONL FASTENERS INTO CUNC., Tffi; WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC.(REFER TO LOAD TABLES AT SHEET 4 OF S FOR QUANTITIES REQUIRED) 4 u G �I 24 I*vPw WEE➢ NU e99 [IDYM2)S US S1U-1BxE1a)IXG OEpIX ' LAIUNATED GLASS COMPOSITION - TYPE 2 NEy CV59 DBSCPW(ON ➢T'16 WIINeTY ➢Y9[GI•xON S LB• qM1 EKCB BIASS 2 BNB- P%PNaGSLE1CO I4ILIaESR3 aER® .... zpE, NGUHEN'afE LAMINATED GLASS COMPOSITION - TYPE S (rsM I GUS9 DucRRnax urmure wsrnvzwn I 2 Ire• axxEArEo rLan OOSO' RASi1C IMER4YER -➢arm '7' S(X1RTrigi P. Bp NwAAR, S 1/B' NM .B GLASS B+r -I LAMINATED GLASS COMPOSITION - TYPE 4 CLV�S ➢L9CAlPI .. vM LU . B...MWEALEO MHAt' MASSLITE I+Iv MUIFMEB C1ASS LAMINATED GLASS COMPOSITION -TYPE 5 Iz®1 Q090'AL o- BBSCORTwx Twm1eTB oescxwlan 1 1/n• NEAT-SitlNGMFNEB 0.A5$ vinJ BVraL1If PV8 E ReSI1C WIEAAY[R � I yg Bp •pPDXt• a Ire• XFAT-STXraxIENEv GLAss I 20 W C6WI.W. B99 24 Ivu SAPEANNA E Tc,0. vtco•� rautxc vEPIx INSULATED LAMINATED GLASS COMPOSITION TYPE a .. HIS®RTIOX - BaCA6 IJIIIX.. BxsCN .. MAN-SiREN6NTENIS GI AS$ _ 1 2 W50' PV3iIC IIRERIa'GE -y+• BIIIPLIiE PVe 16Ei-StREX6HlfMA GLASS = _ _ _- t BP 'BMONT• 1/4' INSIAATED AIR SPACE s 1/9• PM+uIEo LAIR s I INSULATED LAMINATED GLASS COMPOSITION TYPE 4 TI$I EIASR ➢ueP . I I ED,➢6rm LelwreTe ➢ASCBIPSwn 1 ve• AN6M£D A. SAMEY PIS .Nl 1". PLA;nG INTERurG HoAHREELED GLASS R U4' UISUATEo AIR YPAEESYPS •SY"S I 1/0' g1WCgLED QASS GLAZING DETAILS AND OPTIONS 114 GNUS. V/ 1 1/4' - HIN EHBEDHENT INTO WO0D (SEE ELEVATION AT SHEET FUR MAX FASTENER SPACINi EY 26 INTERIOR 6 6IIIF�(-�-F�jIII YgoE 0gIX 0E➢nllSi � 2FJ uVu 21 gPPLIEv vExlxv FRP4E FLPNDE BY 5 1CR <iYPJ :.�fw''��'v".i:u^... f .'d:"''r-; EXTERIOR F�!'. l` e _ .i _ y'=,K "'. l':v '.:G_ +:':]; EST. GNa¢ FERWETER G ING NOT BY TO BE APIT .B BY OINFRS CI JAA(N <IYPJ SIUCm OVER HETAL LATH NAKED TO C%TERIOR GRABE PLYVBDD .1..IO BE SpELIFIE➢ BY AROBIEM 6R fiB. Q%TERIOR FINISH BY BUREAU XOi BY LAVSON IXIWSIRRSIXC WOOD FRAME INSTALLATION DETAIL ALUMINUM RILLION SEE MULLION MPROVAIS LDR p 12 Y 3/4' SO. MUTYPE, 512E ANO LVS. FLAT READ, PHIL MIMI PRESSURE LIMlIATIOHS. (SEE ELEVATION P (ALLAH 0,0)B' LAIN. THICK) DP TABLES 'OR 01 "_'_-__ AND FASTENER A ROM THE LOVER PRESSURES OF SINGLE �� HUNG VBNDOPI OR MULL SHALL EDWI N INTERIOR 1 EXTERIOR FRAME MULLING DETAIL LOCK (LATCH AND SWEEP) OPTIONS 1. MOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2, BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. S. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. NONE: THE LOWER PRESSURES OF SINGLE MUSIC WINDOW OR MULL SIVLL GOVERN S.O.S. X 1 1/4' L. W. FOR SPACNG NOTE: 1. ALL STEM IN CONTACT WITH AWN. i0 BE PANTED OR PUTEO. 2. METAL STRUCTURES. A) STEEL : FY a 36 HSI LIN. (STEEL le GA HN. THICK— 0.0467 Pk!+E B) ALUIIWUM : W63-75 MIN. EXTERIOR NJ.ULL 0.07e' MIN. THICK) E1 METAL. STRUCTURE ATTACHMENT DETAII. Z O W LL j ti y� O rBIG q U LL O 6--1 J J-0 J-OW-1. 'D 0 F4 W mIJF C � ED ED ED EB �X\ b G M • \�. a r' ii N V m Nf!� =I.mm.'Nm m m m - W O O V mi P U U N D� y D L O O 2 N cccc'moecmcobeomocccmb 000aom ooam move 12- o a D 0 a I J O m O m m O O J m V O 0 m O O O O O O m m O O m O O O O m O O m m 0 p o m 0 m O O O 0 0 O O 0 m O O m m O 0$ O O O O O O O O y m 'O O C n O10 00 0000 0000 0000 00 000000 isi Oo'o o°'oa �' � c m r � m N 0 0 0 0 o a o 0 0 0 0. a 0 0 o m o o E 0 0 0 0 o 0 0 0 0 0 0 m oc ob oboo 000 000e o0000 ,-1 a G) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 00 0 0 0 0 0 0 0 0 0 0 0 0 o w J E m 0 0 M:m w cam • zNB F&: LA ON / MEDL , FWRI AT Y YOJ M166 dnxe m m:� rec 1 �/ iND STlz 5. INC. PH No. (305) 696-8660 AUNUFACTURER OF QUALITY ALUMINUM FINDOFS AND CLASS DOORS &wzo os=n-oc SERIFS-7700 SINGLE HUNG FLANGE FRAME IMPACT WINDOW DESIGN PRESSURE CHARTS, & CONFIGURATION OPTIONS I. ErezD BB/u/10 "..r.d x.w., L7700-0901 B FRAME HEAD L-7701 O 500 .042 BAA zam� ( ON}IL AWNNVY ) FRAME SILL L-7702 FIXED MEETING RAIL L-7704 C FRAME JAMB L-770^ O VENT INTERLOCK RAIL VENT BOTTOM RAIL VENT JAMB RAIL L-7705 L-7706 O ( acres -se Atvumw ) © ( eros-se Aunuvw ) L-7707 O1 eoes-Te .wwmvv ) MIS II�1F1�� IvvnnFT{tV(^^/I^�IIIIIII �LDS�I A62—L.IVIJ^V(�V(�II 2W0 — 20I62 I 1 AG2 I AG2 � VENT SPRING LATCH GLAZING BEADL-7708 GLAZING BEAD GLAZING BEAD L-7530 L-77I1 L-4204 © © 16 17 — —.vaz ( eos3-3a uammw) f <oss-re uumxw 7 ( eoesaa Awmxm aso I '0i0 Ip� Ip1 1.013 .391 II u I� ICJ — 698 —I.466 I a080-M AWYNW ) T O FRAME TOP CORNER FRAME BOTTOM CORNER VENT TOP CORNER MJf JUIP IUIL \ Y 1 B VEONT BOTTOM CORNER a FRAME & SASH CORNER DETAILS BILL OF MATERIALS ITEM PART R REOD. DESCRIPTION REMARKS I L-7801 I FIN FRAME HEAD 6063-T6 ALUMINUM 2 L-7802 1 FIN FRANC SILL 6063-T6 ALUMINUM 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM 6 L-7706 1 VENT BOTTOM (LATCH) RAIL 6063-T6 ALUMINUM 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM 8 L-7708 AS REG'D. GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM 9 FS-006 JAS REO'A FRAME ASSEHBLY SCREWS 08 X 3/4' P.H. PHILLIPS 10 FS-040 JAS REDD. I INSTALLATION SCREWS Dl4 X 1 1/4' F.H/PHIL. L-7531 AS REO'D. BULB VINYL WTS'P 1/4' DIA BULB 03033 PWS-003 AS RED'➢. FIN SEAL WEATHERSTRIP .I87'x.230- PWS-005 AS REO'D. FIN SEAL WEATHERSTRIP .187'x.350' PWS-009 AS REWIL FIN SEAL WEATHERSTRIP .I8]'a310- [117 HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' L-7711 AS REO'D. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM L-4204 AS RED'D. GLAZING BEAD - RADIUS 6063-T5 ALUMINUM L-7723 I SASH BALANCE CAM/GUIDE (2 X VENT) L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L-7727 1 2 IBLOCK & TACKLE BALANCE BSI BnL..Ace Syste 21 L-7539 2 VENT LIFT LATCH 6053-T5 ALUMINUM 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 AS REO'D. GLAZING SILICONE SEE GLAZING 2 SHT. 3 24 * 2 Lanlnoted Glass SEE GLAZING DETAILS 25 HC-05]-1 2 VENT LIFT LATCH MOLDED NYLON 26 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 27 >s 2 FRA14E SILL FOAM GASKET SELF ADHESIVE 28 RC-026-1 I SCREEN FRAME & MESH 29 L-7730 I PRODUCT LABEL 31ISM-5504 AS RED'➢. JOINT SEALANT S14-5504 32 1 • JAS REQ'D,j PERIMETER ACRYLIC CAULK OSI PULYSEAMSEAL W 0 \� LL t9 \K i it of MIAM4DADE MIAMI—DADE COUNTY, FLORIDA Em PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 209 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) N"yw,miamldade.Rgy1economw Lawson Industries, Inc. 8501 NW 90'" Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "La Porte" 8'4" Outswing Glazed Aluminum French Doors - L.M.I. APPROVAL DOCUMENT: Drawing No. FD 2003, titled "La Porte -Impact French Out -Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "F", dated 03/27/13, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami -Dade CountyProduct Control Approved", unless otherwise noted therein. REVISION of this NOA shall be considered after a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.124127.23 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascdn, P. E. NOA No. 13-0328.11 ey } Expiration Date: June 05, 2018 �`Approval Date: June 06, 2013 /�� 7pE1'7 Page 1 p;,",�y9379 jpl ❑ REVISE &RESUBMIT APPROVED ❑ APPROVED AS CORRECTED ❑ REJECTED This reviaw is only for general conformance with the design concept 01 the Project and general compliance with the Information given in the wnUacl decumants. Corrections or commenms made on the shop drawings during re- gt3 m,; sw. do not rel'12ve tim contractor iroeo of la spadfic itemnce With s shall not mM s Df he Flans and specifications. Approvalm is a nerd, Coo- f which the inc'.ude eppro'+alof an ha torte. Lim ns:c s to be confirmed and cogelated at the Uadcr is resPo " or to job si,e;ln8;.inalionihatPei. ads solely noes oehe d emofscOnseoc- themoans, meE>Uds, techniques, sequences and procedures for; coordinal mi of the wcrk of all at, trades: and for Performing all work in a ads and salisfaclory marrrrer. MIAMI•DADE _ MIAMI-DADE COUNTY, FLORIDA WIM f PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) 1"ww,mi2midade.2oV1ec0n0n1V Lawson Industries, Inc. 8501 NW 90"' Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the Use of construction materials, The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance proposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "La Porte" 81-0" Outswing Glazed Aluminum French Doors — L.M.I. APPROVAL DOCUMENT: Drawing No. FD 2003, titled "La Porte —Impact French Out —Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "F", dated 03/27/13, signed and sealed by Thomas J. Solos, P. E, bearing the Miami —Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami —Dade County.Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.12-0127.23 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. APp80Y�EDaF ' �cSi Q F e Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted uuderpreviousNOA No. 11-0202.03) 2. Drawing No. FD-2003, titled "La Porte —Impact French Out —Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "F", dated 03/27/13, signed and sealed by Thomas J. Solos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11-3201, issued on 01/06/2011, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 2. Test reports on: 1) Uriiform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-092623, HETI-09-2645, HETI-09-2624 and HETI-09 2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted uuderNOA No. 10-0128.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 20244 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HETI-04-1896 A, H)TI-04-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz--Seda, P. E. (Submitted underNOA'No. 04-0607.04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM E-8 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02—TO95 and HETI-02—T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 03-0219.01) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HE,TI-02-1726, HET142-1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and scaled by Thomas J. Solos, P. E. (Submitted ruiner NOA No.10-0128.04) 2. Glazing complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite© PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 63/28/13, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC-2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.12-0127.23) Jaime D. Gascon, P. Product Control Section Supervisor NOA No.13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No.11-0202,03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HET1- 09-2645, HETI-09-2624 and HETI-09-2646, issued by Hurricane Engineering & Testing, Inc., dated 10/22/09, signed and sealed by Candido F. Font, P. E. (Submitted tmder NOA No. 10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HETI-04-189613, HETI-04-1377, HETI-02—T095, HETI-02—T090, HETI-02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E. Droz—Seda, P. E. (Satbruitted under previotts NOA No. 05 1116.06) G. OTHERS 1. Notice of Acceptance No. 12-0127.23, issued to Lawson Industries, Inc. for their Series "La Porte 8'-0" Outswing Aluminum French Doors — L.M.I.", approved on 04/05/12 and expiring on 06/05113. Jaime D. Gascon, B E. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: Jute 05, 2018 Approval Date: June 06, 2013 E-3 BILL OF MATERIALS rt"u AR"L91102 PALM / REDD. DESCRIPTION RENARES 11 L11-090 1 FRANC HEAD 60W-i6 ALUMINUM 2 L11-09) 1 FRANC SILL 6063-i6 ALUXItNN 33 LII-090 2 FRANC JAMB 6063-16 ALUMINUM °1 LII-096 2 SIDRRE JAMB ADAPTER 6063-75 ALUMBFJH 56 LII-092 2 • pone) PANEL TOP 6 BBl1OH RAIL 6063-16 ALUMINUM 6] L11-091 1 A Panel HINGE STILE 6063-T6 ALUMINUM ]5 LII-094 1 A A ... I LOCM STILE 6063-I6 ALUMINUM N9 LII-095 2 A Pcnm TOP a BEFF14 RAIL ADAPTER U63-IS ALUMINUM 91 LII-005 AS ADS'& IH aO O PLUM BEAD - )]16• 6e63-T5 ALIWINIM 102 L11-CB) AS REO'0 114 ROUND ALUM BEAD - 31W 6063-15 ALUMUNM 11 -2 L-908 2 • Panel HINGE LW ASSEMBLY 6063-15 ALUNINIGI 12 VWS-001PFD-619-1 6 AS REP& BWb W yl Vti R-Tean Plastics, Inc. See Noteriol Connesitlon at Sheet 4 13 PVS-001AS REDD. WEST. 2 TOP/BOIL RAILS SCMe'd FS - .10Tv. K elm 1( PVB-neAS ROOM ITS-P. a FRAME HEAD 6 Jane SCWepel PB - .187'.. K .3301 IS L-9109 2 A panel STRIKER MINING NG PLATE 6063-TS ALUMINUM 16 FD-619-1 2 A Panel STRIKER PLATE 6063-TS ALUMINUM 1] FD-6316 AS REDD. GLAZING AOAPIER 6063-16 ALUMIMINIB HC-001e2 2 • Panel DELTA FLUSH BOLL (Q UP 6 BOTTOM OF LOCK STILE) 19 FD-621-2W5 1 SET DOOR LOCK / DEAD BOLT SET KVIKYT - Series 690T COMBO20 FD-621-2025 1 SET DOOR LOCK / DEAD BOLT SET seKAGE - Series FM50 CONGO 21 FD-621-2WS 1 SET DOOR LOCK / BEAD BOLT SET DEFIANT - Series 831 COMBO 22 o AS ASO.. ...re Install Sere. - Ms., S'M, TAPCON ( See Notes) 23 FS-035 AS REO'O Fr- Install. Scre.- JOnb/SRI SlIV- TAMON (See Notes) e, A FS-026 8 FRANC ASSEMBLY SCREW M2 K 3/4- PH-PHL PIT A FS-012 AS REP& JAMB MAPTER SCREW kU K Va. PJLiXI. 26 FD-634 LII-171 AS RED '& 1/4 ROUND ALUM BEAD - 11/16• 6063-TS ALUMINUM 27 A PS-043 B GLAZING ADAPT. ATTACM SCREW RB K 1 V(' FM_MU. 28 FS-049 2/Panel Double Ron Assenbly Screv 3/8'A2 1/4' He. Sale. s Nut 29 A A AS RCPD. NEUTRAL CURE SILICONE Schnee-Morene0d SH-5731 30 AS REM NEUTRAL CURE SILIME OD• Carom, 899 31 AS REV! NEUTRAL CURE SILICOVE Trento 5-500 32 A PS READ. Loninotea Class see PO 5 Dopent - Sentry Glass Plus 33 A A AS REPA Lomnatea Class see P& 5 Dupont - PVB 34 AS RED L.—Us 61... see P& S SAFE'. - PVB 35 HC•002 2/Panel PANEL ASS'T PLUG PLATE 1 IR'A 2'. 1/8' (606]-T5 ALUMJ 36 HC-004 2/Panel Panel Ass'y Fell Lenatt Rod LB'Do: 2(D Ron, Plate. FI.... Nut 37 FS-OII 0 HINGE ATTACHMENT SCREW .10 K 3/4- P1L / PHI. 38 FS-044 M2 SIOELITE ATTACHMENT SCREW 010 K V PIWIMIL. - (I)' GO Max) 39 NC-006 2PP&50DG1 6/Jonb 1/2. Do. Note Plap - Nylon 6-6 MICROPLASTICS - Rock—H N-09 90 HU m] 2P POB)B41 21Ponal ]/B' PA. Hole Nv8 ' Nylon 6-6 NI[RBPLASiI[S-RoeWell M-79 41 __W0 1/BET RUSH HOIi SO Ptvp - Nylon 6-6 SUNCOPLASTI[S Inc. Rocksell N-79 42 L-913 L11-OB6 AS REO% 12 ROUND FALSE ALUM MVNIIN 6063-15 ALUMINUM 43 • • AS"REO'6 ENT FALSE APPLIED MUNTIN 125- X 122' STOCK ALUMINUM 44 L-915 TO-623 AS REPA FRANE HEAD SHEAR PLATE 6063-T5 ALUMINUM - a- an, 45 L-916 1.II-113 AS RED-D. FRAME LOW SILL - OPTIONAL 6062-TS ALUMINUM 46 FO-635 xC-050 1 TVO-POINT RUSHBOLT LOCK OPTIONAL ( FOR N- 760 PSF 0% 47 FD-626 ED-626-I 2/Panel FLUSH BMW GUIDE ALUM ANGLE 1 112'. 1 112'K VS. Nun 6063-15 48 FD-627 FO-627-1 2/Panel 2-Pont Lock 0dt Glide ANGLE 3-N P• 1 112'. 1/8' AT— 6063-15 49 • • AS REP& Joint Sealant- Nile Entered 'Pwvle Co' Soper Seal 5o FB-639 HC- 1 SET LOP( ACTIVE HANDLE 6 1RINSEI ASHLAND RVSZBIA-A 51 FD.oD, MC- 1 SET MULTI -POINT LUCK ACTIVE ASHLAND NW5lt0-S1ACT5 52 FD-640 NEW 1 GOT LOCK PASSIVE HANDLE L MENISCI ASHLAND OW5201A-P 53 FD-639 T{- I SET MULTI -POINT LOU PASSIVE ASHLAND RW5110-STPAS4 54 FO-641 KK- e N panel Hutt) -Pont Lack Dolt Wow NYLON 6-6 RackAell H scale 79 55 • Is- .,was, Bolt Guar RttocMent Fostemr I6 N 1I PH/PNIL S6 FO-642 HI- 1 x Lack Lack To, N.unt As.pLer NYLON ADAPTER 9 FD-643 NC- I a Lock Lack Bolton AOvnt A zml NYLON ADAPTER 113 V2' Bai .1 vats Slde(ItP SWIng _ Panes Woe. P.na Wam AI ( 33 IMES' ) ( 35 3/16- max. ) max. p B98' Mnye �tl IB \ s. 0P1 3 NSEAT SHEEAMIE CT L1 T s / \ 2fj• Ma%. OLO Vlat C D & D /j AT m �M 2N R Active Inactive m� ;�-,9+ xa o IF -'o £ A no b le zo xl tl 6 1/2•n m o Wg I Sidelite f0O-N N One %% ��// // p �/• V dµ)il •d �BVWhE \ 3 /L / 6aGF110N EFmTE eq.T SI e ➢1 3 ite O,t - ---- 8' fe) 5 5 ]/4 1/4 i /4- 1 OF 6 FOR mL ziae6te) 14 12 L4• 4 2 4 112 N vB• ANCHOR NOTFR, I. SEE ELENATK)N AT SHEET ANCHOR O.C. MAX. SPACING AND LOCATIONS 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. 3. SAME ANCHOR SPACING O FRAME HEAD & SILL. - a P Pdom) t e Panel) "OXXO" EXTERIOR ELEVATION NOTE3: NOTES, I). QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). I) THIS PRODUCT IS DESIGNED AS PER 201E RORIDA BUILDING CODE. 2). QUALIFIES E SIZE 1L45ITH AND WITHOUT 95 /4-h.SIDELTES MAX. PRATE 1/2"w. X 05 3/4"&, 2). CLASS MEETS REQUIREMENTS OF MTM-EI30O AS PER CHAPTER 24 OF 4). CO X/SILICONE. EET TNT FAULT COLONIAL TUNTIN W/ THE MC 2010 CODE. 3). WOOD BUCKS EV OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 5). I M HAMS 0). QUALIFIES SINCIS OR DOUBLE BOTTOM RM1IIS SINGLE 6). MAX. DAYLIT6 OPENING WIDTH a 26n LOAD TO THE STRUCTURE & TO BE RENEWED BY BUILDING OFFICIAL. T). MAX. DAYLITE OPENING )[EIGHT = 63 1/8" 4). ANCHORS SMALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON DRAWING DETALS. ANCHOR EMBEDMEll TO BASE MATERIAL SHALL BE 8). SEE ELEVATION AT SHEET TOM MR MAX. ANCHOR SPACING BUONO BIBLE. DRESSING OR STUCCO. 9). ALL DIMENSIONS SPECIFIED ARE IN INCHES 5). SEE NOTES O SHEET 4 OF 6 FOR INTALIATION FASTENERS TYPE. ID). NO HURRICANE SHUTTERS ARE REQUIRED 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS ARE NOT PART OF THIS APPRWRL p¢Cu=lmNaV LIMITATIONS: mmplylvg,,,, Who nal.da 1). MAX. OP a 385 PSF W/ (4) Surface Rolls & Class Types A B. C Be M Build Ng Cella 2 2 II (SEE LOCATION DETAILS O SHEET 3 OF 6) Aaepbe(aW I DJ2 { 2). MAX. OP - *76 PSF W/ 2-Poinl Lack (active)+ (2) Surfoce Bolls at Inacove u.Nm�l�a/sDm /Z0�8 3). MAX. OP = an PSF BE/ Flat Sill & must be used NhAm Nate, lar.14. ion IS 3 S T A, not rcpuiad of opening is P.tB,lBd by ov ,hon9 U. 9,eoler than one. p Tom. 6). MAX- DP 286 PSF W/ MUIN di -Potnl leek (1-active)+(I-paaYve) al Inove 215 ¢¢R Mi.vH DdaPMadW- '}: ' -`fib Revlolon Notes Revlacd to comply w/ FOC2001 -11/01/06 ,�j jj/%� ]� % L /R 1/// S ® 1 q/ TIME WAY •- - Revl.ed La eomplY'A/ MC200Y & added 111�JJJI]S Y Y 7 MEDLEY, FLORIDA ` I ... Wad Glass 01/22/10 ClND STR S NC. (305) 696-8660 )A E TWIC = Ashland Hell-Polnl Lock 01/2Y/11 SEES FBc MANUFACTURER OF OUGUIT AI MINUM Y/MS.'S Bea 6GSS ARABS sw„ ,a„ry«ry anus NOA APPROVAL h °n°..a, uniall OOaP r 1 OF 8 '([ •' Revl.ed to comply A/ -' `•"a """'°a' net... EF.ta °eol/n/11 '°LaPorte" Impact" French Out -Swing Door FD-2003 110 ]/8' Nc. VNt ViYtX $win SEE N1fAWlE i Po 91 Vi0^ �yP'pB w15xEE1 A / I 25 x.... VM G II D IIIF u u I V V II II H II ma AcjSYe II I1 I II L 8 B 6 I II \ ® wo �F r. =o ,IRff66 RRIL `OPIIONi AT S.LEf LI Y e1 6 "OXO" ELEVATION I" in. N.. wt "m SEE NI. .1 APRONS AT SHEET Oora Sal, H _ ....Ilu _ ( 33 13,16' He� A f 35 1]/16-n°Y�i Mex oL Viet— c . G I II D / IS D V f II II it V Cnue lmo mo a V II I II AclAi e II II— OPIpNS AT SNEft 6 "OXXO" ELEVATION ANCHOR NOTES 1. SEE ELEVATION AT SHEET I OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. le LIV xn. .1 1". 99 NNt v Ns/8• xox . im IYgN. SIE AIIIATEI iI Rest Ai SM Pones A EPODNeY I._7111, 1 II1 IIISII Is I I D I II II it II II mX Acyj�te I B I "OX" ELEVATION APPROVED CONFIGURATIONS WON,. 1, ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 3. ORES LEE AVXUELBOTTOM FAILSH SINUE BOTTOM RNL 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. =P U DOUBLE oti RuROIL ON a,® I c -S,wsraap? Li E NiElM1tE eCU S e11➢NRS Al SXfEI "X" ELEVATION "0" ELEVATION PuRODUCFRLRNYlP3) p1Y1RBwMOwllaids AIL@ 9ap11e1i90,DNe /ZOIB OMAS J. 5 OS_ _ Miemi DMeall Dade 0� 1 7 'UPoete' IMPACT FRENCH (ATSNING DOOR - DESIGN WAD CHART PANEL TROTH/VISIT - LION. (INCHES) SIZE HUNGER ` 01 ANEIIOR9 /IAMB OP CI . TTPE 'A• Y 'E' 1/-(PSP) PANEL 110111 OR ( PEE ) . AL sHE IINEHELI LIA55 TYPE •B' +/-(PSP) CLASS_ WPE C' +/-(PSP)+/-(PSP) GLASS TYPE '0' TIENI • HLGHT• TARN ° 10 1/a' 16 1/4• 22 IIV 28 IH' 30 V4• 34 1/4• J]' RS) 5 •86A 11 3/I6• •764 •76R _+760 5 •_860 IJ 3111 +76➢ •160 1760 S +860 23 3/16' +76➢ +76O +760 5 •86O 29 3/16• +76.0 +764 1760 5 sRA. 31 311V 1760 96.0 t76O 5 .660 35 SAW +160 •76.0 M. 10 1/4• 16 1/9' 1/4' LL4' 30 1/4• 34 1/4• 9323 e161 6 .86.0 11 3/16' 260 +76.0 +760 6 •860 V 1/16• +]6A 3/16' •J6A28 6 •060 29 3/L6' N.O E64g+7&&O22 6 •86.0 31 MIS- Q6.0 6 +860 35 3/16' .16.0 D•PAgENM[$IS WgGI ES"/ OF FWN➢fl AT H .vE�uVa 0501 V3 5Revised To comply W/ FBC2004 -it/ gevl¢d b compy w/ 1O[200T k edded05 _LA Fr A-) U 1 tl NED E.Y`vFLORIDAL33166 55Z25 Im.Aleted Class 01/22/10 INDUSTRIES INC. (305) 696-8660 M ' °end RAIL-E°Int Look O1/27/11 NANU/ICOW". AN 41IIL]]P "o-SI]N YINDa. AND LG. NASA. 1# evleed W comply w/ 2010 PBC = [yrre I cwn ° nbpwµ in4yxew4 a4ru NDA APPAOVAI °ai °n IYPAm EAENCH DADA x"r 2 OF S FE OF W` - - a? °L' u<L°A 2<.:e °°01/i7%11 "La Porte" Impact" French Out —Swing Door Y,t �� `ney' Nels°O ETero °01%2U/I2 i 4 A.°''°"+•' ar•v+w ww..: GD-2003 +• m. n1... a Y• WA am LOW FOR SPACING) ��x f 1,4. R. 9U M. va• xAx. M. TYv. MULLION Sitletite Active INTERIOR SIDE LOCK STILE tractive Sitletite JAMB [ V2• MIN' 2 Width i-1 4 17 1g ., Etl0en01siance ?,'•cam i A, Width 14 11 27 12 9 10 11 14 9 10 14 p A4• 1 )' MWPEMBED O O OXROO" EXTERIOR SIDE O C2 M X Sxw 1 }• UNIT WIDTH MIN EMBED QYPJ B x6 ANCHOR NOTES LEVATI Active INTERIOR SIDE INTERIOR SIDE 1. SEE ELEVATION AT SHEET 1 OF 6 FOR IwcTve aeTve Inactive )e ANCHOR O.C. MAY SPACING AND LOCATIONS. 2. SEE SHEET 4 OF 6 FOR INSTALLATION - FASTENERS TYPES. PROD MErRl:NBweo eewep tylag'sithdr Raid, E3 EXiBRIOR SIDE r AcceResul 6XICRIOR 2108 Active In aUvO BRNM jacesI' LO! E3 L _ J E4 L _ J 19 z cR 3 OPTIONAI 901T A TOP RAII By -- LOCK STILES WITH FLUSH BOLT LACK STILES WITH TWO -POINT LOCK zi _ 4 k FLUSH BOLT 6- Activejln8�L/Ive eveINDR m0e mrraORSIDe; t o-Port 's 5 . LINRTEO GLRSS 40Jivt�= axZ45332 33 34 B`3 ��IItt He1DMtI 11 ( (Ai OPTIONAL SILL - 5 1B I t.ti .., ,pED "+I'�•r `;.1 )'�NIN EMBED 28 INTERIOR SIDE OPTIONAL 901T 0 BOTTOM RAII. sAI6• TAPCOx WY TYP EXTERIOR SIDE 1B J1 —[ SEC BEAR. E3 FOR MOUNTING LOCATION) 1 VE• MIN EMBED. (SEE NOTES BELOV F6Q SPACING) TWO -POINT MULTI -POINT FLUSH BOLT k 01 FIAT SILL NDTR 23 vAY DP - 37a PSF TakeaF . S86 Pss TWO -POINT LOCK LIMITATIONS: BmaS 6 SIDELITES VITH THIS SILL 70 BE 95 114' ...'NAME HEIGHT. 5 36 OPTIONAL LOCK DETAIIS 1). MAX.QP ve 386 PSF W/ (4) THIS2 MUST TYPE OF SILL E WATER FI INFILTRATION ION S N DESIGN LOAD AND 13 12 2).MAX.Bolls & Glass Types A B. & C. MUST BE USED WHERE VAiER INFILIRAIIGN IS Npi REDUIREO OR THE PH09AR. ,$QTOS 2). M%DP - !76 PSF W/ 2-PoiRI EXTERIOR OPENING IS PROTECTED VITH AN EXTENDED COILING OR ROpP PROFESSIONAL eNCI5 Lock (acrve)R(2) Sa,(oce Bolts ®InacGre OVER 6 GREATER IHRN CA! EOUAL TO THE MIMI OF THE VRLL VHERE THC DOOR IS LOCATED. 2' 11 MeiDFt .� pV P F sed t Note.:,q �/� ,may 7p 7 SILL Revised to comply r/ FOC2004 -ll de OS /19 //p/ ® ® / \/ 8501 NW FLORIDASON,St. Revised to e0mply r/ PDC200] k added 111000A N Y ice.) .i V MEDLEY, LORI33166 •+•""A> ?'_+ ,t'1--�i .', 1 L : ImMitted Glees 01/22/10 ND USTRIES, INC. (305) 696-EG60 `C 5)v`.-tw' • 't %'' � .l i' *MIN •EMBED • " Addend Hull -Faint lack 01/27/11 MANUFACTURER OF QUALITY ALUMINUM NINODIS AND GLASS OOOR4 5/16• iPP[ON V/ �.p TYP 1i (I,J y Revised To comply W/ 2010 IBC Om rb,v. vet Flew Tnf haemp I— n /} `),' N0A AJPROVIL IYIAsl FR[NCH DOOR 3 OF ° iSEE NOTESESL OW FOR SPACING) 111 ;r',���',<'e R"A",Rr N.Lan er.ea a /227/1i "La Porte" Impact" French Out —Swinge Door (\\\ V�Ay Ana M• o.0 B2 OPTIONAL -DOUBLE DOTTOM VL yli�-`t-`SYTI�13 Ndaon ¢reso 01/2G/12 RAII. DETAII. ` Mi DATE_____ L nts ey.,.,n'D- xw.a ^^*•'x+x+^)•� F2003 _. ....e r• r / , TYP 3/16' TAPCON V/ SEC 6ELOV FOR SPACING INTERIOR SIDE 7 JAMB 19 20 21 LOCK STILE active (P � 46 1 J F 1/4• MS EXTERIOR SIDE 1)1/4' MAL SHIM I".HEAD 44 a2 I3B Al 78 Smeme Ste. Ael—O $ Qnl (6 2 er sltle of J°npz. s - 12 total Per' SWNile l " tot INTERIOR SIDE I vLAM ATE OLA55 � � I v V 9 10 Z }2 ]} ]9 10 F � EXTERIOR r- IJ.1 Z 42 43 i Q oU. 42 a INTERIOR SIDE O 23 \F" B1 27 w t : sal a _r t; 35225 ignt SILL $: �: L;l �� •S ..nTE OF ( h•� ) 1 }' MIN EMBED n • ' ^y l }' MIN EMBTYP ED { 5/I6- TAI V/ �f�1 - y I V2' NIN EMBE0. llRR�Pn-,A ISEE INSTALLATI& NOTES rm SPACINE) MflfffLLE < ` lJ DATG_____ 5116• TM014 V/ 1 1/2• MIN EMBED SEE BELOV FOR SPACING INTERIOR SIDE INTERIOR SIDE 3 LOCK STILE LOCK STILE JAMB 19 20 21 $� :" 19 20 21 39 13 6 p 23 Pctiv Actve 37 9 to 6 R) 2 �_� J "7C" G O EXTERIOR SIUI UNIT MOTH EXTERIOR SIDE 50 51 INTERIOR STILE \A Q /IN , MULLION/�'INTENOR SIDE gctive Active SldeOte7"7 F•—'! `" P 17 LOCK STILE 12 UoRII Co lAAA_n EXTERIOR SIDE 9 10 .. 12 - •' G3 H3 14 INSTALLATION FASTENERS NOTE: 'IX DUCK' MINIMUM REW RED FASTFNER L NGT1 H O HEAP. 5/I6' X J 1/2` Long TAPCON((•) EXTERIOR SIDE SILL 5/I6' x 2 1/9' Long TAPCON(•) INTERIOR SIDE JAMB: 5/I6` X 2 3/4- Long TAPCON(•) 50 $1 MULLIONS, 5/16- X 2 1/4' Long TAPCON(•) $2 53 (•1 TAPCON BY 'UW' OR 'BUILDER' LOCK STILE hX BUCK' MINIMUM REQUIRED FAST N R N.i6 56 57 HEAD. 5/I6' X 3' Long TAPGON(•) PdNe T SILL: 5/16- z 2 1/4' Long TAPCON(•) T Iructive JAMB: 5/16' X 2 1/i Long TAPCON(•) MULLIONS: 5/I6- X 2 1/4- Long TAPCON(•) -ELCO' 'RIIIDEX' I PLTAPCON BY OR ��--11 LJ NOTES: A I. BST HEMR W/ 1 I/' DIN PMBFDMFNT AND 1/4' MAX. SHIM SPACE. 17 12 E2 ALL TAFCUN LENGTHS 'C SPECIFIED MINIMUMS 'ARE ( 5¢¢ ELEVATION AT 6HEET I of 6 FOR EXTERIOR SIDE ANCHOR MAX. SPACING AND LOCATIONS ) Revision N0le1: RmHed to e0mply e/ FBC2037-ll/01/OS ,( t/�'Y' /ACE /T L /1) W y O `/ 133166 Revleea b e/ FB[zpOT Y Added ...�.J����JJJi3L YYY !ll....JJ.JJ V MEDLEY, FLORIDA f 'AnhIan ... 01 •d clan 01/22/10 NC. (]OS) GLASS 660 AaMmd Nul..Plyl Inek 01/2T/11 OF MANUFACTURER OF OU4L/!Y A[UH/MUY e!N°°II AM° PUSS DOO T. Revfnd In °amply e/ 2010 PDC ew:: nH Fw" L.4 nes•m s n..ry.pt n.m Ln.n, M..R U� R NORAIIROVAL I..CT CRCM DOOR 4 O! t 1:Porte" Impact" French Out —Swing Door v" En Nebpn ECAte °sol zo/lz elmv xwrn w..wy xwJm en_nnna n.wp.fmt__ f / . e* J SILL SEALANT DETAIL ... la at SLY. Eg4R to Ell Lµef v. / —vw SELL FRAME ASSEMBLY DETAIL ^wNN-d N � SIDELITE/JAMB A'. .Cols, m0 ] 6[ no. Rn Ira HINGEATTACHMDETAILSAcum ,(fi xxva npC( L[xr.id nn W .Iu mn. uurwexi o vam PANEL ASSEMBLY DETASLRear[w. J-YI�63-15 RILLING ECREVS P11`E-MNR..S.IMTYP. SELFWILL.O SCREVS RE SLNC CINGI ..I{� FOR PACING` 15T. II IE 6]15 VIEW0151. —� ((y2aG 36NNSITT 1 LAIN.ALUMMUM '.a. MILLISTEEL TUBE DR Cml REFER TO APPROVEDISIEEL IN-CUNFT 1OW-OADE NBAiO BE P-ATE. OR P/ I 1/f- Na. SLAIN IYP.1/4• NA%. SHIN TYP. 5/I6- TAPCON V/ 1 LAIN OGI�pISI 1 1/2• LAIN EMBED. INTO CWC. IEEE NOTES FOR SPACING) KOHL i0 BE ] KSI NINI FT Na. SLAIN El - NOTE• IOIDDDRLFRAMC INSTALLATION IME AMD/ORIIR.W YLiILLY Cnta FRAME INSTALLATION OPTIONAL DETAILS QCU.b., U.N.L0d Clne. by Dupont or Solulle Type. A'. -B- or -C- (SEC mRC v/ CIRCESIBRIEN GLAZING TYPE S OCSCRIPtdry INTERIOR SIDE 1F5Nv-IGlaxing Dept, EXTERIOR SIDE GT.A .IN DETAIL #1 INTERIOR SIDE 001. Adapter clezin RCm 5/16' Iaml.ated Glass 29 ]O ] a 33 a GIs n OR 16 [SEE Tan't v/ CORRESP0.V6WG PO .TONS TYL OESCRIJITU o _ 1/4' Insulated AI, Syy. 1/B" Ta.,. Glass INSULATED SINGER •IrvSeal•- Claxing used Weo Seal S.iUaUe Spoee, 26 pmcx - 1/4- Av Srece tHe. D12-¢SN-]S, - EXTERIOR GLAZING DETAIL #2 w n'SSELIBLY DETAIL J. S WIN ApNN(EXE I RM-624-2 6 2RN • T Ng'-., G Revision Nam., Rev6ed 1p comply . PD.Go,-11/01/OS (e p L. f�5¢FW Revised to comply a/ PBC200T N added IN Insulated Class 01/22/10 ' Ashland Bull -Point Lack 01/27/11 e"w Cn.. NOA.,a .TE EV .•I[li Revised To comply v/ 2010 Ffn �T a� ra 6 pen .1t.a w Naive. Fence of/2T/11 "La • -'LAC o"a. aw Nelson Erase lot', 1/20/12 ron QLAZING TYPE & DESCRIPTIONS .466" O A laminated Glass b Dupont - Class Type A" R¢Y /IO24CPIPRON ]6• Anneeletl .090• buPmt SGP Interleyer' ]/16' Pm@el Ptl — OflA1L ]2 u 1 2 ] .R40- 0 A larefnated Glass b Dupont - Class Type "B" R¢N 0¢5[PIPTIpN wrud 89 e-E T 7I- ee 1 z 1/e• an,reoletl .D9D• DuPont PVD mi�aaye" ] 1I0' nmeelrG '340 0 A Laminated Glass by Solulle - Glass T C tteN yacRl DT{I ]q 1/e•xeot-StrM.0x.ve u E9Y So(nx PVa lnterle er Las:e er-I ve• M@ao-so-eaammea waa, I 2 ] GLAZING TYPE & DESCRIPTIONS .340 0 A Laminated Glass by SOlMCI - Glass Type o RSY o6CRlrrlox oeruL I ve• Nee o-sircno<Neaea Clnxa /e _ � Sa U. 2 3 Box, San. "m-o", I/a' Nr.I-SMenpF.sd Coca f V.• IN51LOTE. PI4 SPN2 5 Va• TEMPERED CLASS .3q0 O A Lamfnaled Glass b Solulle - Claea T a b TIE. 06CRIMON .TAIL I 110' Hee t-St,enpt MnaN Elea. �{ _ rlt 29 2 3 MY Ddmt SIP Inlfa.<r 1 F Nen"SVenp'.Gloss < LI.• '111 Alto AIR SPITE 5 v0• IEN ." ELass worn, ¢RGNEtS� a sameldylesin BuiblinB cede Arccpl"n No �20/8 •' tTheeatteno p PodM Nn50l. N1 \/ 8501 w Soon St. V MEDLEY. FLORIDA 33166 13 c, (305) 696-8660 Impact" French Out —Swing Door °"",nP emus" FD-]003 nn.N.+ P U 1—YI Optional Multi —Point Locks OPTIONAL I (+/- 86.0 psl DP) 46 TWO -POINT LOCK AcVtive Lock Pozsive Loch TACK FHC-O50 ASHLANO .110-STACTS ASHLANO DV5110-STPA! T6.0 psl DP) HANDLE L TRIMSET HANDLE a ].INSET ASHLAND DV5201A-A ASHLAHO 6V52OM-P 11 /2 FLUSH BOLT AND TWO -POINT LOCK 49 ANGLE GUIDE pFD-62T-1 1.50 LIz4 0-7 ;I_ INACTIVE -PANEL FLUSH BOLT 47 ANGLE GUIDE 1 1/2` LONG #M-625-1 1 1/2' SIDELITE PANEL. ALUMINUM PLATE 35 2. LON0 dHC-002 — � I 11� LAINLUI SI1 Y0.1 P) n SM1 DD ssS 4/- 1. 11 INACTIVE -PANEL 1H FLUSH BOLT JHC-001 .076 -II--{j-.OJ OSD a5 � I .8J,5 i062 6 .C6B I -.196 L 750 17 � 1.259 -I -L .908 11- I 0J4 .12J GLAZING ADAPTER 2U QUARTER ROUND gL-9I0 O ®FU B 4READ O PANEL HINGE STILE 8 AL-907 060 —I 119 .730 )2G �f- 4.I07 I 098 2431 —I �F .BOB HINGE LRAF 10 QUARTER ROUND 1.750 .075 11 pL-900 (3/8") BEAD OL-912 5.05 .e-jl-D]U .0G656 O PANEL LOCK SuLE I :ROB y� I !— 1.75 — I— 1.750 —y QUARTER ROUND 1 I 0`)BEAD .125 1.250 pL-911 mi- 11984100 62 If -0MAI LAD09 ER '0 rr FI°viblc Yn F C Ca o '! 'i. FPVC BIack: Cam ound No. R00]5 PII A2240 ). .,I1 DMiE.G.ludn:a'A", IOIa 71, D@_7 mdp' 1,45 0.]93 limik Sum80..P51 lv. fts 1W0 D638 Ultuub Llau9Viae% N0.0 Dd38 ModuWgPT Elmv9m PSI ]6S0 DA8 Im a OD -M 0-]J6 `2. FPVCMRN Compound No.]28]-]5 PHV9GL ASEAINO: D—., llsd¢s"A", 10— 75 U3240 SPpific Gmft 1.45 0.1D2 T—A'S.&'PSI IMO D-08 Uhti'w Fhn9Dio % 325.0 "38 Malin.@l0VYDmga4m, PSI 765D D608 m xlBmumcss -sAD U146 OPANEL TOP h BOTTOM RAIL FRAME JAMB A'L-908 O ®L-903 1. ALL DIMENSIONS SPECIFIED ARE IN INCITES 2. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS �� - Revle<d 1p comply e/ F0C200] I, •.._ !r :. Ineuleted Glass 01/92/10 Ashland MD IL-PotnL lock 01/27/ll ' 1C =1 Rev:sed la eemply e/ 2010 FOG xDlaon Ere:o�°°u1� "La Porte p: .S m Nclaon Ernxo n°m%2N12 .. . .68J 1.7�^ (1\ FRAME HEAD BL-901 1.25� 1 .100 1.064 .064 - 2.00o 4.500 -I� OFRAME SILL qL-902 1812 -06A .063 21� 5GD JAMB ADAPTER . -. 4__.pL-904 OP a07:e J " Dose I 4.166 44 FRAME HEAD SHEAR PLATE dL-Dl5 21B21B .IOD� TI 45D0---� 45 FRAME LOW SILL yL-916 Rf�•TO DETAIL 'B3' A] SHEET " 3 OF 6 77Im TADDITI0NAL NOTES AND LIMITATIONS. / \/ 8501 NW 901h St. V MEDLEY, FLORIDA 33166 [N C. (305) 696-86W I...I I 6DF 6W0A�I 6DF6 French Out —Swing Door RECE117D OCT 0 9. 7 SCANNED B St. Lucie County THIS LAYOUT SUPERCEDES ANY PREVIOUSLY RELEASED TRUSS LAYOUTS FOR TH15 PROJECT. (REL. 9/2/15 REV'D 9/24/15 M5R COFFER METAL ROOFING 110 mph WIND EXP05URE G 6 SQUARE CUT TYPICAL TRUSS END NOTE WARNING TO ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF ////\\\\ FLOOR 407-321-1440 / 386-872-5098 / 352-557-4901 IANGWOOD/ORMOND BEACH/AUISCOTTB AAfi003379 AR90011105 APPROVED ❑ REVISE&RESUBMIT APPROVED AS CORRECTED REJECTED This review Is only for general conformance with the design concept of the pro sct and general compliance with the Information given in the conue documents. Corrections or comments made on the shop drawings during this ravisw do not relieve the contractor from compliance with the require- r, ;nt cf iho plans and specifications. Approval of a specific item shall not inc:<r.sappcuy.alofan assembly of which the item is a component. Con• trolor is respor>sib!e for. Dimensions to be confirmed and correlated at the job uile;informa5onthat pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construo- Lon: coordination of the work of all other trades: and for performing all work in a safa and safisfaclory manner. DATE: p101.1s aw: ( F � ow