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Permit 1485 Linkside Dr (vault folder) ADDRESS BUILDING PERMIT NUMBER SSI 7 INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB a FRAMING - 7` COVER-UP INSULATION FINAL BUILDING �.r CERTIFICATE OF OCCUPANCY f - 3 {/ ELECTRICAL PERMIT # �� T INSPECTIONS ROUGH 60 -- FINAL -FINAL - ? — a a _� d / MECHANICAL PERMIT # q 7 PLUMBING PERMIT # 3 �5 ,2, NOTES: ohm $Y Set C.J 16PAW SO M m + i gtn3 9-7 + S _Q -17 -r 7E EUt. Wee lb ! r_7 ; T-5 Ll r-3 + �' L Do ad ri of Am' too, G S L Ira"No be bon is mH 2 X 6-8 dria&CW4 wot WO Wo OD 2X 18 or .............. 4 X 18 aft. TRUSS--.-641-07WMAD r-rltlu LL see - -r► r ;-"-E na;scne��va •gym` rt+�r"',':�._� �''�"fes� - � a 08-05-1993 S I Z E ANA L Y S = S Page 1 of 1 11:25:42 TRUS JOIST MacMI LLAN (IAS! 51:-S1001) HART I. ROSE (SOIOD) Project lam: CEITEI ICKES - PLAN 13708 A 4 B Page Title: GARAGE DOOR READER ---------- TJSising"" v3.40 ---- Baildimg Code III ---------- Type of Sale Distribmtion ----- 1193040417 ---------- Application: Deflection Criteria (HR) Hesber Ise............... RUDER Roof (non-snow load, LDL) LL Dell TL Dell Herber Top Slope(ia/ft)... 0.000 Stress Level............... 1331 Span 1 L/240 L/180 Roof Slope(im/ft)......... 6.000 Live Load(psf)............. 31.0 floor Decking............... 1/1 Dead Load(psf)............. 11.0 Repetitive Kerber Ise....... 1/A iartitiot Load(psf)......... 1.0 Reinforced Overhangs........ 1/1 SPECIAL LOADS: Live Load Stress Dead Load Nidth Starting Paint to Bad Add/Reel 1 01I1(plf) 360 X331 230 111- 0.00' S'- 6.00' from Lt Rep1 2 111"(pif) 0/ 130 1331 0/ BO 51- 6.00' i'- 0.00' from Lt Repl 3 COMM ISO 1331 1140 $'- 6.00' from Lt Add 16" TJIv'ty/96 JOIST 111- 6.00' ' ----------------------------------------------- S I i E / 1 A L T S I S ---------------------------------------------- IXPORTART! The analysis presented below is output from software developed by Trus Joist racKillan(TJK). Allowable product values shown are is accordance with current TJX materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others, have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJK Engineering. Design assumes adequate contlnaous support of the joist cospression flange. Veb stiffeners are required at searing 1, 2; and special load 3 Haiisam Design plowable Coatrol Shear(lb) 5435 5435 < 5985 1101 RIGIT end Span 1 under 1331 stress TOTAL Load Honst(ft-lb) 25033 25033 < 26215 1051 XID Span 1 ander 1331 stress TOTAL Load Live Defl.(ia) 0.614 < 0.825 1./323 KID Span 1 under Live Load criteria total Defl.(la) 1.004 ( 1.100 L/197 110 Span 1 ander Total Load criteria Spam 1 W. Reaction Total(1b) 4573 5435 Live(lb) 2798 3319 Issued Brg.'Leagth(im) 3.00 3.00 Has. Iabraced Lemgth(ia) 46 Copyright v°v 1993 by ins Joist Hacllillam, a limited partnership, Boise, Idaho. TJI(") is a registered trademark of Ins Joist HacHillam. TJSisiag*" is a trademark of Trus Joist RacXillam. W , t suooseeX►d aeideu� u g�%*put siu3 up u,8118 eousp�OoosUGO1 £Z ut lee pu° y11H'S eq nu ayl • e1n1e1S 8pl�olepun Pelsd o 1511+� 8l$ Moleq palsii us �Z� 3914 a alsuodsexet"e 111oeds ssf%" 1 e sp11o13 eguo sseto d eu1u 10 051843 ioid 091 aol 'U01,9011100 uolj 10 lUewljedM eeul1sua I .ehoge pews si lees es 0joeds eseul eae suo11 110 rJ S� Cil MMA aa&is ar IK VICV148 0/M IW MMM m SMOM M Owls NWA M w""s+aastauta&&r M M IMIl MQM U 80s&1CAK9 10 WORM t►Rl TMMRs OF I! J00" MAVATlt W91ft wCiMa KMNO tas.+.-... fteltl Mi wAUW Mona MM1arl. M VM Vol IN AMI. 1ts0116AM.&wpt Me CO►1w1iaM. NI MMitat&AgOM ala/KC11aM Of IMI tarts, spMrtMl, be is v"14KO""at a/RM wast. ati•e""M/M M N►•IaMO M.I=$AN Mw 111010041"is SMA to TMt lar cum bm" as&ANF^AV was Mwo tr an- 146OV1Mr MNCTMO!Maas 1K sos w acne VMU t1IM pip MEIN ON"So M UR►AWAI&"IN*OF we Ma- "Pw%V AMrs A M"FA ells"LICK. loss w"w4 s M 411419104 KMKMi wage,At 31.01 M.C. aMwwl vt tawlPs me ls[CTisM sus&TCAllas. TIMI.M411011 stAwk"ll P^10lO Ot Ina NATIONAL N r-MM NMOVAL NOW* MC 8aa4 I A TO Mi4 ON ON2. IN Toss 010100 CW~t0 NMKMt M K11144 Ifluiflel1 fo usl"owls ASMIAr1M. NK WA FU IMUS 111 TN Mass(!1110 IN"M LA1911"T OauM:s 91IM M of 0004 006 MutK RAIL 01004040 MOM"&441111 AMD IMes awl M Is MAM as CLAW amelaw PLAM OKT. • toss MM MAs OILS 00010MIS no 1st&owls f10st W MIM.I WM MU to O W104 MElstes PAClO At 0'-0• OUAtiTT SIAMPAPM ftp IMM OM. CW4Cles RATA$ills in oto OM A"IOMR$M&►, M 1110 w"IM1. "14"T10M me UK ow"CpidM 0.9 11AM.1. IN MO 0/341614 Of 04 tMM MIAs K Cut 00 Mlslftls to am MW, tM""C0 RAttL tilts AAs W"J@ M iM.IMM w t K$, MIM 1Mtt Mstw. Ili ® I DICAT43 MAAw LOCATION, Acis Nt11. w Mtgs 1. ?3 •Odd No length Maximum deflection occurred at bottom joint 05. -COW16URATION i LOADING SPECIFIED 8Y FABAICATOR. Plate turned 90 deg. Maximw Live toad Deflection of .191. Index-.333, (L/1072) -PLATE TOOTH VALVE REOUCE0.1Y 15XI -Typical Panel Maximum Total Load Deflection of .261% Index-,307. (L/781) -HORIZ. STROHOBACKS PER PCT-80 SECTION 600 REO, Total Quantity of trusses - I l C" os en trt in in to in 1 i 1f1 An v1 In i to Y1 14- to w 110 r 11 M en M v M R-1016 M R01016 (3.5) (3.5) i- P-29.5 l HIS TRUSS ANALYZED WITH PPSA3 y ORCES (Left-to Right) OP -1273 -2930 -3850 -4033 -3489 -2209 0 s EBS -1009 1529 -1322 820 -780 371 -333 -98 137 -559 595 -1041 1087 -1529 -104 OT 0 2309 33560 4310 3926 3023 1359 . a/rlslew st KATI1 rym. O.C. SPACING �owt4 1PSr1 rc u11+eE1 ocsoMariw 16'33 liJ'4' GARAGE HE110ER Y-2000 2-0_0 4p 9-4x2 02 Ds SP 45W444 `!p ee I uwc"I-4x2 •2 De SPTTR1J>{9 INC.w� Program 4x2 03 SPMASTER ArrS6OCT 1992 u �11%r r ad wt:Vne tlanr wmu. m Cen* ini Ctat P !SMALL 0 ll* M M gs TALL[e~1161CALLY T1WHOM Is 00111.10111.1 is$Noun PAM 1At*Ks d 111 � il*tnKt L►T171AL"ACU*loan 11x►vim.) e$'0Cl>K ►�104low low "t Ows01T, M N1l"T11►T we i1Mt. 309WICAL loos$*me CONFIOLFI►T1M. W IMTALL61I00 MCI t"lCTll"OF 11t IA1*& INIftwtP/. MO it M"10101 ALLS10d4l t/Pbt Y►LNM AL VALWS ON a TO►CMW Blip AK$*l NOOM9sM to e0oe$ 1y 1A top OdPe e0611t K 0I911ALLY am=clip"ev W TCMP010APY sPAC11d S1101t0 K/0101 IM ACCO MA.M Vol" 1011 Kole"am eNte 0IK1A1CN MOT"r he MM tllt0lly NOK A eOTTU/110110/Putt. MIM.) 1"W1011*M W"Pa MCI*CM V►CCe►1 O'-O'0.9. 0000$( Its 4146"0111MO toccliM FN41C►llod. 110NL Oal iT lea11a Rtal&ft W We MATISK& 4 V-NO AFFMIOYAL 041,11411111111111 LOC&SAL Fw TOD 9064. toot Twll.� SM 11010/tell"CO►O W 1e CM1tt"I 1FI Kelw/KCIFIu• FORST P$m"ls amiATIM. 1101. LOCA FILI r-lee 111 11641 01Dr e1All Ix l►ItlW V INAM TITWX aY 1110 Fp ItfAL FLA1l Fio"CILP lom itAeele AND TO 1W t KSIeM Is SAM M t1Anl Comam KATq e1LY. m MN loss ILLS KO10 0030 s POP M LOWIXS 000 "r MIM.$ 100"w"M""We$0006 PACK At N'-O• NPL/11 t1AMtAPO{/011 M OST$. 31 ow"C1aA R.ATIS slxs AN um M MK pool"If. M 0411 e"wl1*. WelAAATil"AND YK MALL c4cwwm e.i W7.1. NI MO wwoo"K 1101 VIA$MAY K On M oa llt0 IN WV WY. V COP"Clan KAM Sias AN arm Nest. 8111/eY O 010til"wUS K81OI$ Ill ® INOICATtt KA1111*%.WVICM. AXIS twea. OY"CPU 1. -Odd Web Length Maximum deflection occurred 6.72' from the left end of bottom panel 14. -CONFIGURATION G LOADING SPECIFIED 6Y FABAICATOR. -Plate turned 90 deg. Maximum Live Load Deflection of .234'. Index-.414. (-/871) -PLATE TOOTH VALUE REOUCEO BY 15%. P-Typical Panel Maximum Total Load Deflection of .3220. Inde)(0.379. (L/633) -HORIZ. STRONGBACKS PER PCT-80 SECTION 800 REO. Total Quantity of trusses - 1 Cl75 in to w IYl in X 1X (Y1 X 1aao�� in 01 i0 N In N 1n N lfxl CU In CY tT1 CY W 14' OO n to 10 n O1 In 1x0 1n In In7 1 1 1x0 R-1558 1n In R-1568 (3.5) (3.5) le P-3 12L HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left to Right) OP -2280.--2280 -0182 -5182 -6617 -6517 -6617 -5617 -5182 -3182 -2280 -2260 Y E8S -1533 2553 -249 -1975 1529 -219 -1088 645 -219 -218 -218 -219 545 -1088 -219 1829 -19731 -249 2633 -1533 OT 0 3915 6083 8798 5083 3916 0 CLARY A Division of PLAT/ TYPE: O.C. SPACING LOADING VWJ TC LuNmElol 1112 Os SP DESCRIPTION ALPINE EIIeI1$EEREO PRODUCTS IRS V-2000 2-0-0 40 16.11-3/4- GARAGE HEADER A 1001 S. "KAT e0YTMOItst PKK. 0.0 LL Tc10 eC LMIKR Z-4x 2 12 Os SP ENO. role tIR4p PRAIRIE. Tx 700011 OL Tc 0 TRUE TRUSS INC. Program (2141 OW3040 LL aC lace 4x2 03 SP 141141l TOM PLATE IIWITNTT 1122 s 1 337c TOTALS5 EXCEPT As NAY K NOTED �aCT: 14ASTER - 136 OCT 1992 SCfj1 N TRUSS SPECIFICATIONS m a FOR Centex 3708 A 11e numlters listed below aro a list of&=specifications for the project named above. TIkem spomfrcah'ons we ansehed hwemtb and have been prepared under the responsible fharge of the Professional ExCiaeer whose seal is affixed os this index sheet in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Rephdiou Cbq ttr 21 H-23. 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'*raw M M a„a '" fw+ i„i'r',scw�K�iR;tcv a vwyanwp�of ply _ fr•�i aell a+"'''M�•�} `4 abwmoi p d'�'ake 4 K!p 10 io- �`.w• two i wFl" d+A'J`..++A�'yOo•'�' ','"T• .0"orf c►JOPt Sol•111 4 f'p ,u• ru ii y r ►yrer, ,► .t A �ii��r► p�tf1J i/t'M tt, W i•i '1. t 'p•w►ps g„r. r�►r"� VOL � ��s°tra+i"'�"'�s•�`'` f oP+� atad#CP a`w�.i�4 A oat � drtrst.,r tes M;� roLl6e�'a0.0 �� w'`y�YW y►!►. 1L �„_ ,iot ,sc ttoo e- ,yid to ttP�1Sa py a�w.�nape A N Not SS�s` + 'a+M►i` mli".�•f ` *CIL, `�► li jv(�f4!.; n n. , .�Mt0* '(w i�/ric+s ti�l� ���s�►�+pt$A e� °�° yZin 11' ,moo rts�iro 04 00 N , -rA!.,s!%%;;, s� ow a set t7Mif2'op 160 i R+9#5* Off. 1 �e s aue~..r :►ei,w lots' as*a „W�"" J� �1 s+st ¢i N i{2 a TK�400 SP4!`�j6,. „ µi s�" °r ra•t"tr tr A►,rs°`o•• Wr,'wSw+ri''^K►►i �r ttNs st� iM`ar ost«i` s ' N,ts vROL nj{�itMt w+ t�yt iPO.O.,s y411 a• to slt+ it4' u to d��f µ e ster vt4 rrUisK�y k td ice`►tW� 1 UPSy4t1� s� 14 62 ♦tel 1Ae1 it 6441 ozi 1 • !'ti 1©! 1 ISW 14Si 5 4�1T ,�NISt�tY t� 1�yi W 310 Ilti• J 34 yty �4-V spew, s 511 7 ha �•o ►N �I04l 10 tse p �* 1►i fes" o • set t+�, 25% %0 l� •..251 Feo 199 e� sN.S� de1tK tlegOonoibltbl. ln0 93 DO z wax lot - St- zs �l•• 746 ♦0eO 00 pe/lect,�o� of �� ui•Ail fat 7 �l� lot/l S.0 +t t no tr�sss 214 e2 1" Sp �.vw• Sa N 4waoc 4t',L** 2,14 02 Is Sp sP 0.6 too O 4i 20r9 Soot, V` Sp �iwCtvt a'.N'• M► n 9ADdOM si•as u v uta 1011t If NL woo""OMMYA IS CsfKtc0 f►.ws fttaa •. t.ataaatq t-..Lt.1CAa•M toe Au Indsm taus r,a•e.mseiw M M CO.awamt"r t? 7� ASAIMAMS tAl/tba wncata.aUK.. ttra.Mta WCCt" w0 t"....ioa OIs►/•[Lamm". it 9910.1..M we-03--f aILANCE.i.11 I-Cp WW iW 44A^VM ltal..MtL trY .. w&MatftlC.aai IMLIIM 0 TK IMA16 Mf..wAM. K. it at ..1,w A.trAatt swam oa.a'L ma •M.ai.os • ev atsrs wt.ttaS ASI SAW food MMUM to ON-1. *AI• M.twt Y AnaCl.i ttitwwe fid K'•a Mar 4*lr~-sw•CUO>rPAi PC MONO 1..•W'wr+Rt 08%. rep anti Am tato n.1.6 A.Sal"OKI.1 it 1.4 w• &AMC%-AWOC•SWAM"00`4 9R I'm- JiEEi/01/6 16401114,0119 WRIA III to1CK.ws ones""R#t[N.4i. eKIM onwn•89.6.•44 emri6 M SSC was twwA H Y-Ac"aff4rn •tAd00% %Ac A]AL 1.+as 2014 110M it; NSA CL/RSSIA AWA i.mans A&MAM!M M CW wao/1 n1,. Ff►fLNan 401116 MAIN K iIM ftrt wtst/w WWWOC.%- / fws/f.w(AOCM&"wines" flit. OWJ fits as-lao o•.CM s.914,411 1N' i.M I It'-CAD 94A1.w6 tri' INNS f71•[/.L Ran •O41,41,47Ifi wO SMAS"INS iIM4,s O S Ms NM Is s1Y •w.QIAIMM DLAms as r • Awa NMAS..a6 an"c9s04141110 ro.M Lamm"i ow 4,110 a 4WAM" NFA 4,1fLtlf.tsfsVs Sfma$1 KA,' I lamall.SIOO&%i INA olums. ^ 7 talafClum^&"$Nil OC M»w YIIt/919!1 a&,. ;at lids tluslts I.iaa11.11101 r6 1,e• 1041114 CONFORM 1,W.. 419.15 a&"4H gWO SNF W 1,0 MM O M INC WAPA M-M OA M 1aM M M W Of. 4. 0 CS/ELlim It/lf DNS we 9^06 1"pain MONO"s SffN NM IMI%996100 It ® tf&$alts Ifaftl/6/9C1II:n aft 11HAAI Mod so ZAN so"41 Mom 4,Wlls ialtwlms me a•1two. IAi4 stili we M 7Mwtalwh O' hf 0 EONS Uwe.IS Afw 1CA1 Noo lgWaft wails o owl No 4W KVAWS W nda.1/rm P90090601IONS ;;Mf1WQfJLn AjiC jWrAZj M0rM bf FIFICAIVA -4011 famd,ft 51606 fLR"MCL ""Mm Is Msm6lottilf or raaltfcasm. -f Al Sr BWKW CAO+.. UraIM►I1m1 ram 60 71.9 4 UI atft WNIdS S►Ktfi+M f,. USE YIM11a1s.'r Lf AAIf 414150FASIAMlt6 fALsff BNS C""yplIC43. 1H S.tl wlw FW MW f)1 FALSE 4,W 006. *'IISAS iiiKim aim Pam I." 4,N tot 0106 lull BC mum wI n/ 0.4 toll. LAKAt WWON16 A$ WO.C. KU WACb1t. MR 6-7-6 i-S-i 4-0-0 4-3-14 4-21-2 6.10-0 3-7-9 6-1-12 JIM 1-5-14 1-6-94 Nat NOW 10-0-3 74 FLF IZ � ai 367f SAS afsf f:00 ]OeI � fit/ bNF 277. �� fta 12 jsit, PAN KIptsA tfb 12'11 ►7II 17]F e6f It )- �\ '•. M0 11.97► W Is sli7B D ':Ig 7.8 tui >.7 24,fLr �- 3414 12 W N 4-i-O K-m s-i-Io 0-91-6 M1tlpING tPEi Enttomed Raidontlol It 1-41-4 CM: Stode9d Mliltding Code (811M-1m) 37-0-6 WIM VEMS 110 Wh CD NFO Iwai NIGNTt S' IMM LOCATIONt (Sm) woe NET VIND ►REMME RASED ON DEAD LOOS SIRNM BELOW W UPLIFT OONECTION REOOIREM 1038 0 AT EACH SUPPORT. SEE NOTE= TA NRI II ADM. H No trusses: f N4sious deflection occerr*o at bottom point 13. r M Naa1.us Ltto loam Oellet:tien Of .271' 44/161. Incea•.22. It 163M 0� N4■tru0 761,41 Loaf) poflottlen of .ata' (7/16), Index-.229 It/1047) r- --1. 3-23 -93 024/ N E -L2-413 L. ;PD r"'`�W- CLAW MVISION RINE ME: M.C. SPACIM LOAOIM V%Fl TC LU►lIEA A. � 31_SPEC 1-6 �. f ALa1K ENLTWEARA O 001001C7S int V-,tome 2-0'-0 LL TC 30 2x41 12 N SP ENi, fort 111111E lam Inc - 505 1541 CC 104,1 S. C." PK?.V- IK LUOMR PFWACt_ CENTE3 3766 A CN if. 25 FED 1993 Q. GA9f0 I+nA1wlf In 75051 7.0 Ill 2At� r2 N SP TC 7 9araut IOc 121Ay 660-3lAO WarE Amk -lit[—*can's &c eC 09GLE. •Et/Bfw /f\155 q•lI 9945///u/E 746 33 33 41.16c t0 �M 2114 13 SP •ONESS: 1 10At 47 tatIEwl AS Nar SE aa;ltu 1/0 K 404016*kart a a bt Anew"mout"A*OwAm% 4 CDI4[N06*IAISS DvU n 10600"60$~IRMA&@ 0`1 14* as Nas"m oeva 119"K.6•SAts N M ca.Imamum •■ � IrSKANS•.fea.a aMtlfa 0a0dI. 4-C•.l.1 r) SWUM "12•.J*f-%A.IOISSA4 C.7a6M. M 7A.IW IM Awl II..a1S 4-club•afs• d.I1f r►..am AWA104'" 17s' W 14wraL•I/a K NcilNo,a W .tots. ryru.Ber, a It Ar wli.O wairftt SAMIS a MIL ai .RLei%MID A, KI c wo"Lee s.m.aa iacmew"AL Is s00do elft ew-..aa al.Y••;1166 91104=6!*Oa aa• a a O.b "WLpoeN M.ca&L4AO a[Olen M#ampegoom tib. IM 41"l4w we 10.51110 a.r t a.iasl 1nllil.w "f.- D"WoL,.man A me to Jd6 SI1 KIl was"so"i1.61Mes1 awwoo IN 410Ke.6 as aw"Alm faala Kalma. @I.."(.CSIs.2Ir/6.ti►AA Mwe N 64 al/ratwr w a nft 40Rv4a q".Bc 6' .AC Tae f..* f0 i.a sox Irl as 4ZNM25MN COCA*.4006r•1.nom-N Y COMWIMMM 4b% eMS""O1001400"Si CAII!!.a We 61S810 WCCIFMO- FWU%l afaotlS ASeaCfffa.. ML IMMA/ILC btall @/VCRs 6.CSVNM 3/6• ae.3 /a IWWA lcAerW e/1• Ile"Me 4cla AAM -'.A*cCIEO rf0 T/nlafRS•.6 al 1.45 aeSIN IS 4*SM a CIM.0144199011•\ATLS MA. IS r.-ft MAL 4Va a1EF.CasliY fa 1.4 .40.00,fon "M 4 6.ry4a a a wee.,a0Y0•s sfwu N .•- 1 f MAL 1.1 611fOIb RIr I04"S. f1 is.01,0401"ftAVIN%IBES•.l%am Of"In Rana OS. N 6413 WIPs "Ass-.113m. c,wo s."A ca/7i V.A. wadab s 40"71-c1Y .4 "0 a A06-r4 466 ( INA&bIN cM p0,MMKHE ft Ilan rt.- 6L -1 fi.am"A PLAN SISIS 01 man;aA scar amcem&!NL SIb.FMes C[Sia. 16 ® 00MRS @"1004 aY+n3. r7. V%ilY N>Ap awal,"O LO 6E 1400"OLAVAB MIMtr M Leslie. IAO6 Its s l.c.R.e06@.@li.co I 6 Man r! 1.1S CCSIsa IS Ie.1U 16 t d -..rtA VMAWS a AMUM*.6 .SAWS /@e Me-SI/al IOcnw.Da.11eK -Cl! 1 W Y t Ni SKIIII I MKIRCA •*001/1-'784 ftal"4 rcp awCL Ni "WKS IC w(1I06NOL114 oT rad6Jtstm6. -*IL71(NAnr,oexq A.11L IMMO&M tot" MAL 1" Fra 4-4-19 S-9-0 S-7-4 6-I-0,2 FM 1066 HbW 19-1-9 74 Mor 12 Q 6 all. 5034 a2Oe .to. 32" etas e V �f� ; toss , z17I •. fee S� 128s tall ts11 173+ eW �'� •,� '�• to/s u.t.IT./ W �; `�ti 13.41 ees o 7d 911 514 3s1 9R7 b 20 FtF 12 N 6119-" a-a-x tl-bi a-s-(® e-1t-s „ .z Iz O2 .z BUILDING TYPE: Enclosed No W RIat e: Standard 91111di1m Cede GROG) 1991) ,CIJ W t-1-o 37-37-0-40t-N pop V1W SPEEDS 110 NO MEAN ROOF NIGNTS 15' TRUSS LOCATION: (Se) gree NET YIM PRESSURE BASED OB BEAD LOADS SNOW BELCV W UPLIFT CONECTION REf>l IKO: _JQQ, B AT EACV SUPPORT. SEE NOTES TB AND 11 ABOVE. t H "a trusfsr. 3 olantave deflection occw•t•Od at bottom joint 03. Y Ilaxioms Lobe LOW Deflection e1 .366' 16/16). Index-.29?. IL/t213i Nanleue Total load Oa/leCtton of .574' 19/16). Inde@-.31. IL/?741 r- We, 3 - t 3- 93 OVZUt ' BART 011FI510>• RAS( TrPF: O.C. SPACING LOWING V�w1 K t/06EA . Truss 3740' SPEC VAULTS 1-9 Duo. IF ALPINE EMSIOCO M PotaftcT6 Inc 40_2000 2-0-0 LL TC 30 2x4 OZ N Ste 1 Elan. fat TWA IRM INC - SOS Me S. a31I Rt.• 11C LnsaEA fM"cl: CRItER 3709 A OAK_ 25 Feu 1999 ^ 1� d GOL"M P11A1111E. is 7306, 7.0 OL TC 7 2x1 OZ aG SP L.TOUT 90. '7t Oi 12141 E+aa-3910 IR<7E-WA -ERC-VM LL 6C O 1Eeg Q 5463) 33 a tic to 2x0 13 SP •OOIIEsffi SCALE:MalfH 1etx55 q.UE Irb11h/1E , I0/a. 4 7 EaCEPf a5 4u1 at I*01M I 1/0 t � _ N ?"M SVLS a or be 111101911 us.w4NLIS eYACSI tr Cb►Cllrtt w.gas»ru at "Sof..ca LaafpWclta•of 16, .aa trl+btll od►.CAM"&="%N K cfNaAaMUY. �.• 0- b1sKAtIS..IPo..,w.aa Isom. I1fr Llb.1 N sccl4s M4/r t1af11Ia.OOlfwp COMMA. A 94CM pnN tK-A&A trtrlll(N s11.tc 204V 44W w r -AUM yttrlw..t .ft- I. 1a11wM6V aatltit ,wa"'Aww 1.[ wss r411..twn- 1.i K r wtt.&V q.iw.y■OW426 7.t.Es &a .rocs Iso tt. aw Diem tpPLIUM.1tr.+t.acammeei to cttaM woo u of ou& r ONoca"tE.mm 1•aett w •1 a... Omcl la Iso c w sloe w.rawc,Icc all. ti "Vo attfllM.aC O.t1:i 0.we aatW Minivan ON 1.'9 1.- ilbttla.t4.7A a 01At It.Wa r l% YrCwSS���wMa�e�%*wW 4% C~* V1~b^M4 i1r llfM I�atJIt O'4_ Boom"1xsmw=.c44"Rt M /.E IGNER t1a1wM N.. 1Y f•XOO RO/K KrmJ6 {1C 834LCrNF row sm V06A Smm M ALL ftW10 UCa6 a4y1/0 003RA"N a COMPO.avAA.1% b"91.64 twelfto V.I~,* wo GES10.wcrNI4- 1 Ft"I V-40 r10 L1f.C1.Ilr0 130L ISCA rf.A ttl-Ip! MRMM A.IIbfD 214• WIN i rt.b7C0 10"I-JAM v7• 1140 Few.11fL Rolf ft"C9966 talar MUMS no 0 W S W11141 IS"110 O.SM.CONCt101 HAWS 4t. so 1..fs mn WS amp Oil famm too 1.E IrIA71s WWI. tot.► O..r la JS M1.CIti.9"WoS W."A 0.1 It• •s ww.tt•SIY411bi 0i0 J*wLjn ff Y COKCl011 PLOWS SIA!ON 611!10 Or 00004,FORE"OS. O.INK OM81116 t"IALAR1101.1C 111(Sawa tOAOtr wr, tIAtSS nfrfIV NtSAISE tM ow 16"1 Or 4,K "it"41.A EIA CA ttDiorm r/w Yr. LL K 1:,t%C10 R6/1 qty tA1 CASfL ill NHa .20%M 4445, alb.MSS CKS14/ 1! ® I166CON 1 KOALW,16:.112'. Ill Swuw It/QM1 SAA[ 00"%6 IMO"00,14 p/OAM me 6."Now.. LLCM fa SM no l.6 40141010411.v IA E 1w15•[span IS My11f,11L1 t0 SSII/P 6r ramm"V OCititb Or wiles 1i4 Ni"101 m moomns, -fla' 161/4 k t f t -AMCI10tW RAID[.MOB 11AMIGG I6i64F3 1S P194 tpNlli 0/ FAMICAM.. -uns IP44S is Kskin m ac/1011 PC tams stow rmoslal cap ITC i61bi1111101 OF 4r4610s teaq K VAIX 10 It 1101 14,E 099MAS1111IIrI U CK IRS&FA61•,49010 01 4140. -AMI1CIPAIM 1o11A3"ft OVOMMwI LAVED 10fAL IRK - 3-S-13t� 2-51-11 6.1-1 6-4-6 1-6.0 RX 1-5-14 62 Iz 62 •i 12 72 /i 16 Iua wsp+l s-140•7b 74 f1J 1z / 'D 6 s72v76 lls SSS 6>a6 4100 u Si �•� 2076 i3s6 1 N w •V /046 � 7es6 58*, 12'56 1271 7041 46604 626 N LL l h3 9- `� 17th \� %7;1* 12-661 W �a `^ Ia.s164n . 4 1 740 !AI 304 316 3Aa 3.7 a1 lat � y4,/s ....s iz a-a a 0-1-4 0-4-4 1-0-0 M 12 of 62 ez 6: N/ItDINC TTpEs Eiscle4aed N4lsidarltlel 1. 1-4-0 1-4-e d OOKS StawkM Buildine Code (SMI 1991) W »-e-a YIND SKIEDt 110 aph MEAN ROOF N1013 156 IRt1SS WGT1Mt {Se) am NEW WIND ►REWME IIASED CO DEAD MDS SH M WOl1 W WLIFT CMCTION KWIREDz IM d AT EACH WPPpR. SEE NOTES 10 AlD 11 ABOVE. e F No trusses: 1 "axiom de►lection occurrea at bottom joiat 03. � M Nal imm Liv* LwW Oallectton of .347• (6/16). Inde:-.281• 0./12W) Q5 Na•saua fatal Low eatiectlon of _544' (9/16). Index-.294, 11.18161 N /4 es/• N 3-Z .q �A.i � a.D. 91ws1o14 Raik lwe: •.c. spAcslls t.oAp141C wsF1 1IMM 3 0 11s-19 SPEC--T--Iv �• F AIpl1E EJOKW fto VDOOtdis UK V}0oo 2-0-0 LE 1C 30 ,< <t.1ec,► 2x1 02 Ds SP ' as. raft TWA tY1 M INC - SOS /54 6 ISO% S, 1511 V"v DC LraFA 2x6 12 Oa SP P""CI: CENTER 370@ a 0 OAIE: 6Aa0 FRO301E. it saofs4 7.0 41L 4,C 7 2'� Fab 1993 �fj9 d /2141 6,60-4940 7CAtiE KiE� "iK 'soil3t� 11 OC o LAyous Not 5!4 0004x Q 582 ( )j 33 OI YC 4,0 2X4 l3 SP -9C E: .E1.eER /w165 q AtE 1f sp11V4E SOIaa 47 EACE►I as rear OE wrce 1018 M M tuifflo S IL ft 0. be w1cogeR 11N1IAM 0 9014meO.Ita lls slrt EE 1161Mace sf6t16sGeL•an ave A4. N1461•J$0W4/Mot!ffibLl 4 h K CPNMIAM- IN f' 11Att Alts Lulp1A •4,Cl"0104011 41,14&111.1 wilesm M/w 1n011"a NNfYJtt a411s1a1. SP Tics. MMI 1-4 AIM 11w1[1L 0-1141-"8018- wwa w.IWi'7P aPilr-R-6 $-I- 1/e 11461^181101 N 6K411-;,V tr 46-4 1Ndi q-w11r4M. aa, 45 b -64-I#a La16aa^1 s1/ti na6R a1., ~A%wife a► 1T W76 SPL"ES SPC 1111 al9004b6lp Iv VOM" abam Na-0"i 01bc4m&16"/26 l/Qi K• f/ ft : ITY6'O11a1W 402411,11 Mas/.K wag W ve duan^vein �4 F01 Ofa8A1 ow max"0.be 181!1 balm O 1.c w- i11tCTt-$own •WA NOV bows.vL1Q- Vass 11"11111 sowafti[ fl1/vfBA W"M1CK Or.NsJ1.7 ramm"11104. oc"s am 1538.0N1"Its l>t49 M a.6 Nor"," 6 'a•Modo Ovllvan. OLIA04L VK~. fw 1.M Pose 11104 oil ILL COM16SSNA 6f/%w6W6t146 e2sA4i N K CEMOOM NO 4% Tr4s OfU410 a1oa1164 K nwsnl IIl WSTIN WCVK+- 1 feat/e+afress OSWADI110- 1aM11[ 61 Fltf 11[- 31 1MKFD 11-CI114n 7.•11• w.: ae-.fl011 bass-11f, 1.9• 9164*0116#N 11 1%8um4[Ns mm Ig6Ys as A MS 0/1Nn IS M1b 11n CLOW me4c2O 1►PMS[v. • TABS TRA 1^t!EMU CFS201t1 F101 1.4 L410460 094" WIN 1 aw-a mo11Lus pasamp tr 1►A0/OT K-•t Mn111-SIAA Im 6:0 lg0f ^ 1/ 4066Cam ftalEs 3111 on am&a"I^ftc"111. [n T-6S O411TIA. Im"LL81101 AN:"a Saw" taf00 "An- 41i'm long 4.411615E W ago^t/Ki O we 01%m so,0 W O 1a�f(Ri M AN 111-. IL A AKC101 wTf SIZES aft CAL14 MA sW4 410osf iNL UIfN wit Waw Be, ® NWJIts 2[01114 twissas in Slum awron. 0 dK 04"0 w IPKII"Am vomm me of Limas 1^.04 f14Sw 04 Tat Qmvnoafnm V Id • awes 11f6111v 2s ONL1[AMS To/NMfala!an ous"O 4MCIAM v AftlO1 f(f WSJ/1P Igmeefifl10e 1 RC L -IWSfj*Mo.PLAII/b*Iw NNCLIIi IMEKS IS M1004s1/luff OF fNPitAM. -RMS WAM IS OESHNIM QLf POP 119 lGfOS 600) laWrISl01*p1 IK FRE%"Moo QF F0"i NOW K 146!2 AIS IS ltd 114 iiESlgISISR""t ti RS IROS FAMIW41 CTA AAAI. -N11$CWAIM a01114a/TPL 111118[111 WIE11 IGIAL L11f6- ,776• 3-0-13 , tl-5-11 6.4-1 6-4.4 S-O-O 6-6-3 4-0-11 5- i-S-t4 12 *2 /2 *2 42 74 nJ 11011 M11/Tt f•N-� 12 1 ve ' N3* ]711 S*S 5•x.5 3601 N { ]G2► \ t 7sa* + 1122. Ism (A ^ • v ' IIr* D KN 1670 124* 1410 no 287 yy so* 1712* F- 17;46* 13.6)8 W I.�Q la.r44� D i 1 we 0-4 Sf6 304 747 ZY.. yet -2 Ve RF 12 G e-7-O 18-8.8 6-0-0 7-41-10 WILDIN IMS E11910med ooldoMfol N) 1-M *2 37-0-0I2 12 1-4-0 � CMI Stefrdsrd Nu)tding RCmb (�1 71 1) Q we OD Vim NEEDS 770 nph Wm ROOF NICK: 151 Tf X5 LOCATION: (Se) ens NET WIND PRESM BASED ON We Laos SWA KLOW W UPLIFT CONECf10N mann; -k)3g. B AT EACN MPPORT. SEE NOTES 10 AND 1/ ARM. D r F- no trusser. 1 manimmis Aoflectton occurred at oottoe lotnt 03. 7 M "AlmsmAo Lave Load Deflection of .371' 15/16). Index-.268t (L/13411 "Alla^ s Tata) Load Deflection of .519. 18/161. lRde11-.201. Il/855! two. 3-23- q3 0941 N -22 °!3 tulrwo lrtlw,j-j AARP OOYISt01 /tAIE TYPE: O.C. SPKIMG LOADING 4P51`1 VC 118621 1111ISS 37.9 en-17 SPEC T-11 OW.- 0 ALPUE EI161#4EPED P'ROOIICTS Inc Y O 2-e-e Lt 1C 30 ac 2x4 12 05 9P EM. FoR 7FW TF1<7SS INC - SOS S /( 1941 S. SSW PKb7 LR PROA;CIZ CEIItEX 376 A OAtE. 25 Feb 5993 0 /J 6khm PRAERIc- In 75051 7.0 OL IC 7 2x4 12 os SP 11F7 (• 1214 6o 1 6 -3940 t;irE'f�REal'`- -Ime -F LL ec O WE85 LwWYf fa Q "1114"A11M1651L.sF IMSTiIvfE 544 ]].]] 43L SC 10 2X4 03 SP AGORESS 10211- 47 fSCEPI a5 -44v WE 001E0 1/9 Is %alts swt Or or M fsCMlse Omar-Otasli v CJ0&NOa•uses]SIPS as kale"as s.sa4la#11ss•an I*. au 106sNA 04000 s1aAVp 0SkAM 10 M tWOO&AAt• aiw •*' kwcowNs s..{I►w QW.150 ass4sst PVa wN0 I sait"s we Ita atvNaaa.eo"LwI Cod" JCL man I-" 0.(Jum GAAaf6%.COttwo yin• ADN 4•m 1wAt•Jsp I"* Ott sal wattanaw w4 g4CTssa,w P►( w.0m Kar+Nw. tai K CO.0610 Maioadlet 1101016%^41016 SLA M"M 4atf w 140 sacs 5ft#4331 Rae=9 WCm%•a0ai 00 37X0 a%NPr to-a" :/t M-a"***-son!3"%(036 K' a a Saar. wtaiWO.alaCn&300!6 t waw M MAL#Ed"0111, sa Diss.aft ftm*ss w.w LAWST sNTlssw OF TK I'll- inOC%.000wt a wafto old"an IQ TAMS!wail!!".404,454 Sa wow IN ORKa 41,41,v4:0I0a Am st"8464. 4ss•sa cNswa sss•N.""►.{111•00A of nawTOatt R rime Amosse A.•iOB WK rsr_ aw•a Na X"a am lei as,CA/afss►9w Oa'Ne ssemem as+aAo w 04 Now IwAPAIL4 t W41,GLSNN tYlusa 96 Cgbw IH 01(311 7CCfssOM .atgT waM%Cws mw=##1110 VML OPEN INN as-I» saYRG a.tIwa Y0• 001.1 R•sOL1a 1atAn•a✓. I.ir sour NM tlww. Rail rus"Cltts aa6a TPOsas Ise P 11 sats ow4m Is ass"a CLOW CIITwzup RAtIS N• • TMS MAS ttts am agum0 300 1.4.4AMF4 iOn 030 1 0111010/LL sr-ANC"80IS 7 SPAM•1 •s' s C tok"4 Masao"III 1010011% n Is Ctsswct0a RPT[!318%Ne swo of ANaL CWS*L• a 1111112,~INM. n41a%a01106 MG NB 'ON" CROUW 41tA. WAS"PONS,N.E04a13[ sM via NOW%OF of 1001156 sin.a Out p wast IOP on win Na.. {L f tAI44RA L01 HMS PE%XLM OA a1GIlP atlas Mfr gain aalS t0lbo $21 ® 01ON;N1[s KJOIPs LWA1110d lv1 VICIA IWC69M Wi SO&%61 IAL!"be 1NMD6 000 ti 140000. VL"%AP9. ali" ano wov"n or 1.9 a 1.15(&SIGN IS w0%IWIJ 00 *CMM a/r Is%sIRS s► sw lla*as !hots we -W%►v Kasmove a#I" "a IGLOA I ISM Ds MG LOAGM SIPFCIFIEO Of .MMFIDMI AAIFas6 UP NOUIs6 BROWS IS KV4114100.1/4P O IYAtiCAIOw. -sties TFWN IS SaSW6 QAf ION " L605 am" INDa1SipN ISP t1E Is"VOI 1101 r rOOI1i waw K Pat 010 IS w1 11E IKSIOs4Dlal/1/ " 114 ISDN fNWCATaN OIL O.INTT. -001CIP060 610011I0AIL sA 0001 WAM lil/L&MG- _yM• i 3-'S-17 1M�1 2-9-11 4-4-4 4-4-4 1-6-0 4-41-0 6-4-6 41-7-41 RUN 1-41-t4 82 8Q 02 82 12 82 82 1-5-84 74 Ri wa ftleem 7-10-3 la ' D 4 7201 3311 45¢1 fs 344 3m, 1\ N7e1 2661 ti y 21021 w A f 1151 ] o !4u 1778 WI 1111 08 � � ?A7 511/ • • 07111 17!411 (3.5147 1 13.614'3S W `1 7`111 3.41 526 p 3417 �4 gist% —9 20!tf F !2 41-3-e 0-41-11 s 41-0 6-4-6 %-7-41 M r-4� 82 12 102 02 l-4.O ro1Low TYPE: &noosed 116e1dentfol tP 37-41-41 CODE: Sterriu+d Witdiry tads (SYCCI 1901) OD MIND SK O: 110 10011( NEAII ROOT NIiNTt 151 IN= LaCAiIOM: (SO) arm NET VIM PRESSURE NASD all KAD LOADS SND(M BELOW W UPLIFT CONECTION KWIREO: ,J0Z& /AT EACH WPPORT. ] SEE NOTES 10 AMD it ABOVE. Ns trtle5es: f 3lawsvlls deflection occwred at Oottoe joint 63. Y M 116NIOUA LSvs load Deflection Of .347' (6/161. InCSN•.Zbl. (L/12E0) Oti Na■%t1W Tots: Lead Oellectson o1 .543• (9/16). IndwX..294. (L/618) h 2EU• 3 . 73. 93 494W N zzz-413 [lama �w:��"'37•0• ilv-1s SPEc -`T=12 o1L 1 CLAar DIVISION RAPE HTPE. D.C. SPACING LOADING ~I iC L4fflER ALvlAE Eustwe m PROOMIS 3.tc V3000 2-0-0 LL T1c 2x. .2 Os SP 04. iqt TN(E TRUSS INC - SOS 54i6, Q 11001 s. SSW Ix%tT. 30 OC LUMM64 eTOEC1: CEfITEX 3706 A on 1E: 2S Feb 39933 Q d GRAND P'WIIIiE, to 75051 7.0 OL k 7 2X4 12 OS SP tAroul !t �� lg #2341 G6o-3940 pCiTE-/wE1 -TNC -r LL OC 0 SCatE: Q at•e[w s0V95 Pt 411E 1015411"& 306 33.23 L A%. 1O 0��TCZX4 63 Sam[11 LS waT 6E sp!O .SSS' 10/9 Y! a /asO f►nll Is OF 04 laCM IK Ianwlaa+enaOas. M Ca.EC sea OUlls 1rM1a M k6faaae 11..6611-IGIa I M 1q Ila 10410.0.7.6 40'1[4 @30"S h el COM I.ae:w. 140 *� /raIC.KS•Naar aaaC 1.4 as801/ Nil 1410-1 spegm we of awVa ft3Rh14 ta"Noa 1661 fit JWOI snag.4•E//Kw i•Y dam A•070 9(A/N1.4 I/a' so P6Iauas1'Jn 6140 go"I17a-i %a tv & •eJ "I. "a Is a"a".a4Sa .71 nae 1.TFWAN T4S K. ..1-- 404 W2.6 040a.11eS dw am MC3.@✓i la OCCP e01r GO= .y1 4/••C&.&1sa104/rw70 K-0. 4066.• fCMR1M11•IaaCn4 LetK a& sac aT1 rCOCarAmm Niue a eat Orstat r'C sates a.1.e Ion"41111/4 7 4!Irl- 464MC116•aael( a some:4006 tAls muss 176110 6L90409s1 00e1001 M MKNi so eKtlsal►al1se1/as- T300L Casing SIs16Nsi6 rloLISAD M be 01641901.6 I. T-WA aM01.A1 67400tH LAIC Lao e-a 147 0004 MM to Aa tamr "I'la OLI6 1001404 alsUlK Vol OK ca"00AAM ass Iw{f=We#MarNei 1S?.aeft0 IIs!3140 1a40CN Ka. a IPe11 POMAIS 4SMS41101 MISS. s06a roar 16-126 4114046 w 91 es.01.0• Ist0 4 e+•arAD 2104.Iw1.4 lis- Sims#OR 14la IaaO awccls lone 104AM ago at las KSS"Is OAKS w OAN 1 woll:110 4urls oft,4 • w/s fam abs KIM Cislaln/Oa t.e►Swaim 0400 1410 11Msaat w sW 146 1000M SPOSM 81 W .a waft n.una7+4s sal roan!(:. )t LO#AMV a RATK 61*9 n40 S11Pa a 161A6 OVOUS or. ;401 tats oHelni. 1.64 AA113.tic UK go" taraa 6401. V61TS Ko m+h0116e1 to 00/6410 O Ne MM-6.K a11 as NMV149 MeB w•. W CMIFC101 I1011 Son$am C1a1C6 u MA ettlot OCOM 11em 01.1 af 6"Ren la ® lawcales"1115 14-411001 111 V"14 IWCLSO Car fiiulll K IV&40L/N1e 9aN114 M 113iTw NSOi 1601st am tae 40110/16/106✓ T.t of lass•Sita!Ts-MticJKr le Laity 9." "Lam• Y[Ctub O Ift"s IMS a15-sl lw 090040011954 MID► 1 -/001110314.KAI04:FCP""am NRSOM IL KwutSletulf OT F1!•4taMA. -nqs MM IS 0ES/REL ertl FII pi►4155'AAe1, Mg#lllCn pop 11[ IfaEbfn110I OF P00016"I tE KIM Nn If NOR >K 1E9416l@ILIrr M pC TRM PA6r11LA1O1 Of CUPS. -/I111t11/1tL0 1QP1lQ1tIL 11010Elf1 VaEO 141116 amt+ ,leQ• MJH 1-5-14 02 12 62 12 Ir3-1/ 74 Pat Mee 1111t11t i-ID-3 12 v s tsar 361/ 7St. cls. 6616 N 6 It 34111 s 1\` t� 1101 13" 13*0 1740 i0N Aa F 5!40 1 I 1712. W17'q 17uS (6.6167 D 1 Ire ass 1111 aw 317 lane!as 12 Jf Pif N 116-1 611-1 41-6-0 e-6-e 11-0-6 0) I! I t 12 02 11 P''`O 37-0-0 I-4-0 /t VJILDtM6 TYPES Enclosed Ratdmtlel W A ems stRInR1 m Mllilitnp Code O=I 1991) vim =PEED) 11e ITph MM ROOT M16RTs 151 TRU$$ LOCATIONS ($e) ewes W NET Vt1U MSdtJtif BASED ON DEM LwM SHOW KLOY UPLIFT COYECT1011 REWIRED: B AT EACII SII►PORT. F SEE MOTE$ 10 Ala 11 MKNE. M No trusses: 1 w■leu/ deflect/on occurr60 at cotton joint ta.. Ir NaA1n11e Live toad OefleCllon Of .337' (5/16). Index-.271 L/13101 i maxima Iota) toad Defection o1 .529' 18/161. Inde111.265. It/9411 h N tel• ?-n-43 04W I t &ILY Z-2Z-q''a L�i11n0 Q CLAM 0IvIS1(fe PlA1E SSPE: O_C- SPACING a011e11R1 On*) k LONWA lauft37 O IW-t •13 01011, 1 A6P11E EeaKlwall: INRIDWIS bw a-•aeee 2-41-0 LL n 30 2x4 402 os 9P too. raft Tax TALISS Inc - 506 4{ 4 Q. 1001 s. 15611 Nip a IC 7 Be O.UKKR IFFMI ECT: CEntEll 3700 a 0a1E: , 403 Fes 1993 6AAND Poat01C- Ta 75051 7-0 2RO 82 Os SP ��IL Q 121 a a".3940 1%111E a11EA--- *li1C7lF0FVSs7- ll RIC O as101/1 10 542 39 33 OL AE DC 10 2144 /3 9P RDCSS: SCI7LE: .F615EP 116155 A 6661 1.611IWE 1411 Al ♦) F.fFP1 AS 116• t-t- "DUs 1/e f1 N Its«Ia flra•[a N sawN 1,11,•rw 41ata1,CL 0 cYmCL1o..U/ES IRMA ce Ia1411taso Sd"awafl:a-L.M /M a-► 106t4n owe-amo r oaoaMO so t emu 134AM l- IN 01 Iselc.ms l--cA1► M-cla4 aLaMw Ito.1,M.1 W WtIR no tO a1,vfa11,1/git1K WM'!11_ i•tsal scat 4f AS* OftOL 41-1i941R a.r .Oq at..pa"AlaataY I.1' s.. Is►Iala lila►acf.Osi llr L 1341 ial/IS, sE�w�f►1. Jap Is as NLa taia.Ya Ata47e"LMS au .t 4413"" ti W I-LIr>y►fRs aa41 feel Rts aeAamm to so" 00ft #Afton& .Y IYI-►-t.s 1Lel . f 21,.!11 16' a I W. tWW1,.oklear•iilat:IfYa maQ ww 1, 1 w." at -'t 391 amw am/Wi[o a.trLa wll LMIM O "N-- 1,M1,LR--1,I-t,a 411,11.71 1Kii W% . %"Via son*t.UOIN-[ cmw&4 We owl"No%M:I lo"►qt sufloa_ shit RSM lsasbas9L via I11.41 of K 9-IIN1n h Bicµtl1,1141on$Rasl M AC aDQ FIa11 t0 71,14 !LQ 14 NA ccwmssiew 1-00!Imam 9&lu" t4 at CIIIIlaL41s A* INS US""calaa3 to CIRM els mus.t1,1cNKi I faa•st 1,1120KIS mosmiatfOl 1041 411,0 IF no 44.121, so*x&410 CAT."2w V1,f N-a1,/4".Ta-Y6 Ul• Itc"FOR salad IINE cb/CCICL sant M9i1 3416 ^ •I.11gs KI"N 1s 40=9 t1 Q!w aftecido vLons aa. , IMS IIae3 alts an"Rste"Bob a4 tomu 1i IUM! 41.1,1 411411." in gme 09L 14gL*7 lame of so* I 1 00411.Sla•Qays 41,3I1 twims. IL l caswa outfS SIXES at&I%&to.ail►FV422 9a. 4I"I OP"lws NIII&Lal/a ac us od" Cosom S"F!. vLESS Iowa 614~1, w IO 6004 of 9M X*Ai w.E(Cox a Iml/ld M We YI.. r =ftclar 1uTI sins in cALM iM 41WM IatlGs1 slefi ASM Imus w5losa as ® s.ORaTTl fua:90 40./1141 or w1clq ---salsa Tao[!Wa M two t1P11a Mf1,psI wo R.aa.1,Li1, 4nue 1%MI no 1-6 wt*II-f11/V IM 9 has 1E516h R oftmaR/ 141 f171IE1 IPM Wells IF t7a:II.11 W IMAM, •Il M}•f fm R. w"gootwo ;a-WIDA911CA *C LSOUK WKWIED / I07I -a wiltinL PLAim fop W14DOG NKXM is KSIOU4161111a 0r FiAMIWdf_ -Mels Iftm 13"SN+Q.41Ls 0411 IK ISM Saw- "w4slat"A It[ FRI'IE1al(ml(!POO*aC"At K w" NO IS"A Its FEW016IbItt1T tX IK Mom Fa6PItAUP W CLAPf. -AWKIPAIC0 It0101106fati a141lEa*M 12!:(11 N7xL aW - .341• alM/ 3-8-12 :•}I1 1101! s-lai 5-0-0 6-0-0 2-10-0 h`O 4-7-a am 74 PO 1-3-14 It 12 12 q 02 R 02 13-11 NLx Holl t 5-10-3 1 I2 Q i 2?9# 3151 41" Siq 2611 334 mo �. 7221 N e 3 f� aa• 31114 "V law N ` �\- �\ 1 •N1 • 1011• 641M1 293v 1030 716. 3111 w \ I A 10 171?I W =1 IT'if1 Ile 13 W41 7aa 313 3414 sLa 3116 LT 1!_114!1 1: 20 FU 6-3.11 4-a-o 5-0.0 5-7-9 s-a-e N 1z Is 02 Iz 12 M 1-hp 37-0-0 1a Nt11LDING MET-Enctesed Roald9atlal CODES Staldlotd 01111dbw Coda (SWI 1991) W VIND SFUDt Ito wh HEMI Roos NIGNTT 154 IMS LOCATION: (No) area W KI VIM PRESSME BASED 09 DEAD LOADS SMN KLOU WWI` CONECTION REQUIRED: l0. t AT EAU 21WORi. SEE NOTES 10 AND 11 ADM. F Y M NO trusses: f Maximo* d*Vl*Ct$On OCCW'red at bottom joint 11. Raximu* live los@ OellsCtion OI ,407' 17/161. Indox-.31 0_/10911 Maximum Total LOA@ Deflection Of .630' 110/161. index-.345. IL/691% ti Q a"- 3-Z;-93 O/wV N RF-V -22-93 k�InD Mws _ CLOW 01YIStaa PLATE TYPE: S.C. SPACING LOAD1a16 ell TC LINEA 37.0- "9-11 SPEC 1-14 1 ALPINE EI6ta�EtAW POKOWIS INC2X4 12 09 SP Ease. FK 7131E TFKISS INC - SOS �p (Y t1,Moo 2-0-0 11, TC a0 feel 5. OS7f llcfar 7.0 et uselEn PR0,1E,Ct: C>:g1Ex 3703 w • DAVE. 25 Fab 19901 Ht jQ Q d titad PRAtAtE- 14 T3051 OL TC 7 2X4 P2 Os SP t.A7Out IR {�� 1 J i R%Q 660-7040 �A -iTE—"w 11"0 -F�5T at YC o '' 4 3].33 a aC 10 NG 2x4 03 SP amts& 6CME' afl�wA1 f1yfE S Ptall I-t511tuIOIAL 4? tXCEPI AS M-• 11E 6431Ect !/a• W lows!ra Y/r Id sm. no wennam w4am M eotaccum gnus IMLL Me boluses Sascons"A F s5 asi alt wook"OQo tauAtas AsKo"N me coo Maarar, as 7` MMC�wi aauana wITAN•111,006/pa TsECNs rN a!saiMaO Omsk"f.71to/. 01 Irm l.nw, I$* robs spasm M[twos- I.s- 0Me at.n0cla 046"Wo am. /r 1.6PraANOa Ai 140940&1 1.41 Vale, aiaosl➢a1_ watt IS IF =lisps a&3-AWL SMCSS aM.nl as MaICS Mip ft 10 OOr'110461=11 M!101 tecamooi Is QW-0 MlA OItiW► as word`mo=ms wpKO K' s• at".. /MdUs-MARCUM,SaWAS at Y/s W.[Cf/r+14 NM .i rw mWaso A!GAS[=OW K aalt55 eftrwM is Its w- suck■aa-.0•malum 04M tat/L 144ASS Recto iLpylu t%PMA III o"ACIM 06 AWCS KW►.Ot ICAMY6. lesson.aSFw SIMON"►A161441s M s4 tallow& 0. rac4o a1/fb.N IPAMEM `st 410 F.0 T1s 4O14 sm N► AL C%VftSSIM 4OW6/WMM "004116 00 Qt mel lltMWw nIs tMl•tlslta"WOM IG C/asaA Mq 161411 SwrtNlCn.- I ra tsw-n4itt6 ASWIRT M Mo. /WOG Flu 11-190 Saco C•all"Ve f.'!- owes i at"Nue od•I--Ita low, ISW go^ICIAL IUR 140690.oto Tatd CS MC. ^ t %QS Of""K Dao 40 CLAW.Cp/fGNW RAln OAt • SOFS lot"MS K9ft GO140ts Fol 1.4 SA&WIas 61100 -p.1 o.auW.Or.SWWAt44lr asgwAS 1VdMd .t W•/ SCM II,SUa6osA Fial INUM". lL W Mdac"p ftAm sins,W V!R OI 1AX foul M r IN u/S OYt16 UIPALS all 34 arc o VIA" =Wtft w1r. 111 LIPS-OM Wr4ru1Y W t0 Mates or he I1Mi1.Wu,K OM ON~10 to am SSW. t CM"IM RAIL Slits aft 4►//6 t/I M(F% L&MMO 1s1w elf. IMS MIMI ISI ® 114101CAMS MMM6 44CA1196 owl =what ewsLtMS CM""K 11101 up"CQ/ry16 as s,alloon Maxi&,:o* mai Mt apawsIK"v 1K s W"S 916/1*IS a1C►ttA4LF Wo t4P1Vk sr st.059'S s 05ti11tW t 0101111119 !• WWII Ilgl I AXWO MOIS -ZcD-#-1WVAIWW MG t -ACO IIOWaL FLAIU6 FOW MMQbIG IMAMS IS PEF06tSIt11/OF FA1rOCAIM. -I#dS U%M IS KS10"14110 FSP 119 L61OU IMMA", F/SFFIStON FOw!19 F1I[MOR n OF 6410116 MM K GoM aro IS 0n1 IK PESPOBi9l11rF " w[ IPJW 90201CAIUM O1 CLAD. -AAIICIYAND a111115[AIM.1410111114817 W4XA IOt AL LMv. WW' Ila lest 3-6-17 S-a-3 S-?-2 D-�-{a 'S-1•-141 S-Z-2 >-a� ]-7-8 lest T41 ftF F2 Ix F2 t�j-1• w.n wt9pt a-lo-s f: e 3"0 7995 3041# 3691 7100 • r • ► 1 12 \ tats q� loss i eia I of 1326 ts6F rtes Iro• sM t n 4 s9I 07120 MUM W 7d 304 Sal �y ,`a 3 e f I1.a)42X I2 2e FLF s-7ia 7-10-10 s-Ala S-3-ta 5-2-2 F2 02 F2 Fx � t-a♦ t-a-o NOitDING TTM Enclosed Naldsfltlal ^ sem► com itsllderd Wilding Cods (SOMI 1991) (D V1W S►EEDI 110 "A 11EAM ROOT NICNTt 154 TRUSS LOCATIOMt (SO area W WET VIND MtfSSUIE NASO ON VW L S SMNI BELOW UPLIFT OOINMON REIlI1 MS lM # AT EACM 91WMT. $EE VWES 10 AND 11 AWA. F- No Ir"S9r: 1 Nanig" defMCCIM OCCurred at 091100 Well ea_ � maximum etre Loco Defletllon of .494' fe/16). Inman--4. It/" w■iNw1 Total tea Deflettion of .773' 412/16). lode9-.41eL IL/5741 FECOM11ElOW COMM .e2' N & 3 -13-93 04t+t� N ARE 3-Z z-ls (.-i"no M 14111111/ O!Y!Sl/10 PLATE TrvE O.C. NI1Cf/0s t.aIWl11D fwsFf rC "DowY►IUM 37 0 HV-9 WE -15 A111t CI SIMERM 11010 CTS Inc V-000 2-0-0 u TC 30 2x0 F2 Ds SP E". IaR if" TRUM INC - SOS Owe S. MW pwwv. 7.0 OL rG 7 b'k L 1419ew 2x4 s2 Os SP rw �e►. CE111Ex 3706 1 - eAIIL 25 Fee 1993 d wAA1411 ►AAtgC TA 7411411 .. 12111 000-79410 INC'f0w1 1. It OC O LAYOUT IR Q EA1 aEt/ IMJSS A atE 01s5w I lwol 594 33 33 OLDC t0 �� 2x41 413 'S9 �'� . 1tt n.1 47 LWWCEII AS MAV In 0*000 1 ►► p ate r�� '« frees—�{ All.yw� ' �.6 p,s1XA •a rN+ w7!•o f+l>•l�' r► ag sr.nr�R W d Py,yA s+►'�► �✓ L1+O+N �Ha !M� A t/tea 1{T � f aJ• y,rcw tIUA aar ►►* ��trr.ap a +.i,ra'i'd »K MIS yM,p i1►e al •O+ aNtY�+a�.Y++ to tsc artr�year - •: +a+ .ask arra► S ap+Kates 3aarW yaysyc� .� �ar ary yta rl+eaa Ly*. n►+as awl W :rat tw aR a W mayjPal m4A 4.14 d►Lw .aA►Li►a+ 1 e Srfi61t111 i1t d rr a4� fct. ►pt W 1 qy w1'� aV ► 10 ' Vega xLOi fiP r ,aw+ �"S fw a� s►r- �H�jrt3 `Fra a SrriSits rwlti�►s Sol 'f 6dauln yruntts� �++'y ra► ..as wr •` ,�yrwr+� r+o" (tf wo0 l' rWa rrR aw+a ,pr aE pi3Fv • 3 yp•all""ar . filet+ a` cry'K"'"no.o.r.�� � �,yt+,yye�►+► lPr rD � -voltJt7rvt rLatV�+r'� pa,r fd` � lS cv r „taa'a ae' Ham slate' 1 16 Will ru" at rl ,�„orsw+ r uL�►' r, Too. f ,s�►,,ri7� "c �� �cs a -f[ol is l��vi Qfar. a Law at • a+e.'a'.a,r ytol 1.ri arm„►uaw+� � rras�Lws+Kaw� ra yal _/N►�,srrlep Kira'"` i ; a' "to-N Ls �wiMy .6104 l4cpLt �,yr► fa►Lpr yA• aya y,rs .rtrrlClF aps�rar+rs to n �a>+oc a ruri��ra"i> u�y 04 y�yn6►r'r► >t tttLd r COO asKto 7• yrir WIN 6a3r 1 `„1-/a Mr' I2 .1660 9K1 1140 JJ A ya_ta �.�-2 a-2-2 ►s 24" zlsf 6750 470 t ae gla sl� 42 �t1 I-rl• zap ra' .»• 1000 n.saril s_la"s ell �X7 6" Iz + �►� I! rp tLr 6 1 p ]ra --" 32 .e N „ yn s►na 'Les' to 14'41) o s-a-a 1 ►assd CA& /,4-ard A �t�111O1 F- rl► a ers./" W Coss st040110 alaW Ul lz a-►�1 V K/iN�ta� ) a', 'LOWS Es �tAJ A tib 901 --'- 17.8'0 t � aS�1Rti 0 % LY VES 1Vt1w �1�{ tftEa► 1-4-0yprES to SIMi 0601'0�►� M zw tt� rint u w tltEf� , fast" Ail ►z o_c. yp,/t5 ii►y ola7'eo�a aa' la netts►1z a'�Frio �° ru3 a ln9� peter Ca±041l O 1010 4. p.1�'�I it J,sc►a! �� 1534 acau�'reO. 9/!61• ltto og. ,�' s43 DA oo SOS s 06 an lan c� 7' il3l 'Alm ,3'Z `�lynpa t is 1110 ' te: ,n Pr° 149 1►�e `0 o I jsc� cn a c 1t ((�� 3.�2 fell ���„ 31oe lfL�+ses: 1 ''a"ltolsl G �r".e_E iC► c's M na*lard y SP lc`,daces 20 R1 °' SF `".�ws ASK �irw l w°►"° ec Lumms" .11,6e/ On O.c �0A '.1 y�r�s r a5z fel 009 i lK v.F"- L, i� 10 txcf, _tea. l� si fair a'a. 41 TT V' n 'weave wa OF 0 nt AELISt40 tD1111A1 Now% Y ta/4Y.101 11JIft lrht W MMM4A0 SaWt1LgG1J.11. bill Aa 191141100 Oft"r.WD6 ASt1A4i 10 O[CWAMMMA. 1M naICAlts IaNSM 41%cle"Off 0 f.F.o1n_1 SKCtf1 we #10..Y1.1A.IOIS1Vi A7[lOM• 410-.t1y1 Df DI.It BWQL O•tIM' 7/0' aD0 q.Maol 9cauu.a //t• W 1.1 IMA41101•.f.A-12/14 tr PC ow'" tt'w'"O" aL0 ISO.d4ly att:rYtf f/P174 1rs1Px Aa a4.1LS gab S, to Ot/f.wLtCffS at[101 A6110t4M16 to Q=A1 M111 OI•Aa►a:A•oAa:111S IE/ttK IMPAGM K"t t ftA. IEIIWa•4..CWS iw�Ao R oral M.aflprgStAtT WM ft/.WSION awt 40290 CM I.E L&To,%=few i 10" KIL p(1 611t L1DA[ A 0.(101 OM/G M&IM. LN&SS Woo.bE MISIC N�tRt11 ME MLAO 14 A6 t/tmaw Nal Stale" &. ►Ia." oFY1tM Sg"C'0 t vJLIs.to A.K w1AOM► 1• tal,lt M"MAL UPSOYS. LOC KIM FM 10"Id. ACC Ili AE CSa/1laf S5440*CAS 1610 LSelN f6 OF m111r1tH AAAft 4 U41"Ste"~0110 IS=10.0.1 lIt OCSIew'iftl1lta- ^ twom t11FDCI 11S 0SUM1111410 IDOL OK&FILr WIIS wwom t1 1ID4D SI.P MD/_3 ft ma/MEAl"Us toe t141i foo MIAL t►aR UnerC1EL ww"611[1 A10 LL a IWI RSIP/IS fARi1 Ow SIID.CO11f[No SLAMS OIL.. 0 MIS IV-45 VAS otM CESTaW FCA 1K L41001/15 Oft" td..1 OAY11LLa a 4^4.1041,99WOM%ftUM of K• 1 a Sala ll•SI 810 WA fT W%rMS y /0t4C106 ftAT"WKS LON 4143C W AAIAL FOAf.S OL. on 045 WODM_ D61A►a L►lO."MI[%"&A Mew" M.O.. vtrss 0410 ST16it191 140 1M"Awn OF Tw IFLM w.W a.1 P"cow"n D/A.W.Do. a 1014C110 ALAVE SIZIS ars CALL!.W 0411)0 WUMMS ILO1a f11..1.2%Dula. Ia ® 1.OICATas IEU►M4 LO:A11171. 111 IWIIL NO Ln0 CYO»010 of IL.D.RA.MM D.IAOM ai t.t#iSin Mtw&EGFR L.6 1.E 2PI IRMI01 Q T.f to MLS Drs10. Is MO►itasl /o sdmcp Taft/HIES i tt6CIfU1 O DANES tY Awx1 FY•KCJOIOOeAli"d -WIFISIAOUTysi MG tW116 PURIM oft11FAMATIC—SICA -MK I I I I N hJlt%SMSMS DOl LOW -AGOITIVW RAIMAS FOR ttwfiln: Iq sms IS MV015kasul0 d I'MIK RICK. RJt 3-7-0 3-4-0 3-41-0 3-e-0 a•s 6 3 7-tt RM 1-s-f4 It OR 12 12 74 166.5 71 nr Max Height 3.10--3 � 7 -e tt•--e 1291 6291 12 Q 5441/ on# Sow w NSI a� r,1 � A b� �s •j• H231 � [ $10101'361 td21 1160� t t W 1 I^ xt� 19161 n si na U.6175m U4 3114 ahs 20 451e Pts 7-0-0 3-" 3-8-0 7-0-6 12 i2 _ 0111 61.C M 1-4♦ as-0-0 / A WILDING TYPE: Enetosd RpidwMol CD (� CONS stwulard Building Coto CUM9 1991) MIND SPED: 110 wh IRAN ROOT NIGW3 154 TRUSS LOCATION: (Se) am W NET UIM MESSURE RASED ON 0?�kOADS MM BEIOV UPLIFT OONECTIOf REQUIRED: 9 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. F- No trtlsses_ 1 "Kim" deflection occurreu at bottom joint 13. T 0� I 142:311 o Live Load DeflecLion of .IBS' 13/16), mo2, LL on-.26 /13701 ` me % Alm Total Load Deflection of .288' 15/16). Index-.274. (L/8751 2Ev. 3-23- 93 DRW N I CLAM► 01VISIO1 P"IE tvM O.C. SPACING 1.040MIS PSF) Ic Ltod" ' 21 1 06 M-7 1-17 Uwe. 0 ALPINE t•16tltEtl1E0 PRGIUCIS Inc y-RR940 2-0-0 LL TC sG 2114 02 Ds SP E . FOR 7RtfE TRUSS INC - SOB 5-t'14 Q c Iso$ S. at PUMV aC LaMEA1 PFOJECI. OEMTEX 3709 A DATE 23 Fab 1993 GRAM PpAME EL 1.34161 7.O DL Ic 7 214.E e2 as SP Of !I Q IZI.t 660-7940 tsiree-Awpw— -i►t LL et 0 ' i 33.39 OL e% 10 �� LIroVI Ilk 2x4 13 SP ACARFSS. ]72 SCKE .E.bEA IR/55 A 11! I.CSlllvlt IOVAt 41 I f•cr,1 as .lav of .47116-t, 1! iuw*ewaa r or we vct IF so Mors.wom 4 CM4KfV•►u T,ss a1/ta ea 116rfu Se Swae►eatau►f11 1w af, t9blfw emwe ma+oa Asamm N E au.l l.ulur. 1. 9' I0e1t►Ks 1aKg11 eak-Ns.Epsom 1114 a".1 Goads& AA/i wtX1.101 1015110+ 41011106_ P 9101,ns IA .r0181 ap"m M a Ipp l.F +119 OL"am KSlwl.o ./•- .� 1116441ttafli.1/10 E►iillyl n wa. wat►. .effwall- N 1f w wia"/ft..Ia."STMU'."Iii a" ►".!S asi, 4 fV Come maims"a rma RKaIfp"L so gamma woom 401.eh1 :I Y•K11M1/tteo6 Sr.13,K' •t et►.. I010'4+1P,APACU6 6,o0A&K eoa W MOUCK sm els.. N 101.+111+1 A 0""0.I.!tAMIA 01110 or 8.4.Ur cllstw-asst a 1111/1.0"45 ya rt inns+10"D 41ww"lsc tvalsA 1•t fl4t"06 Ut:1101►wlLllta6. 11f.1.t "S".st"a.w1a.Ro1L0" we rrlam r. .Mpb m#rfM ML ft.dllft tea-ou r.1. fo"14 less 1H "s cow"selcm ons'Comm Af,a6 h 1! ttr•U1.4w►'w %on MUM 1111I43011oO is C.N11a11 rrl lesislo wvvof$a- roes/OoQcw1a o9mw1►r141,. NO& OKA rate p-►a9 wom"A Lf E/I.ae La- iso,1 1lf10Ge lfalwNi I/•- loam em ltrl qAK mrff:tlas mom"Laws Afs n al DUS 43tel 16 Yid to 4Mr cpltilo.%AM a%. a wtf "Um ms am)*onsam rw 11.10 lwui sin "WA COMM"at aw.Cle16,loam spat+IT q- •1 1wt 1►•sfrowvi r7.10119121eS. IL 7 EO/lCtp IRIIEf S1ES IN 6MM O.YIaE rpNUF!Oe r W Mf 04.101 1061""1101 K."a so" co/�71, eMq. ULESS WILD 41,e/bas 16, to some O W R6L MN K Owl M 9~1130 OI YP rr. 1 p0le"M it11C SI ILS.rt Gatti RA 1010111 ANOW"SL,IS. 11130 Mss WSlal IA ® 1101calls E6e1.6 IQW)m/ IA Sv"1ft-WEa U6:Ld 9o"tE 140"a/r o 001000 we a•ts1101- kvs Asti no fee obwmartm or f.! a I.n"SIM IS Aff►Itaala of SrMmaIN•Woe "Um"Cr Unrilm 4 mums w no-%190 mco"omklaa -w 41 MCI LUSK INCKOJEC t1 1/BRICA1 _ffJpE1111K IE11E01 StrWUSSIS 101 Lma. -SCO61101404, •LAMS ria 1WQB10i MUMS IS•t'smMISIX111 d rownwom. -1"Is won IS OCSTS"m a f FCD BSE t"m SHAD. fowevisial FOR VIC FFRMIF 101 OF MOUE 041 K Map[ No /S 904 10E KSPOMIG 1%,11t OF Fle UNA$FAIMPICA101 d tw►/. WN 3-0-0 4-4-6 t-7-0 N1111 1-5-14 1-S-14 74 PLY lax 1b60ilt 4-10-3 1 !2 1 Q s elm 273• a a 'Si 12 1' - 3"11 3221 � �a .t 160• \ 10•• es. 119E TEs• no wee sca• W w i IT Ti_3)3Bt 13.5138+ s Oea >a0 3104 3:a 20 Plf O-O-O 3-0-0 M '-4-0 t-•-• WILDING TYK: Emlosad Residential Q GORE: Standard building Cada (seal 1941) �2 N WIND SPEED: 110 Wh MEAN ROOF NIGNT: 151 TRM LOCATIOM: (Se) area NET WIND MESSIME RASED ON DEAD JOADS S"Mill BELOW W UPLIFT CONECTION KWIRED: '73'r d AT EACN SUPPORT. SEE NOTES 10 AND 11 AAONE. r M No trllssts: t Naxirua OfflOCLlon occurred at o0tlw lolnt 02. Has1AU6 L1v0 Load DOIl11Clton o1 .069' 11/151. IF1011x-.098 11./3)62) Na■1nun Total Load Of1111Ction of .108" (2/161. 101611■-.103 IL/23331 h A fir. 3-Z3. 4 3 R/wj N A (jFV .3-ZZ-93 w,,,V mcg 4 CLAwr 011F1S10/ /LAIE F7F•F: D.C. SPACING LOADING IPSF1 1c t.,a jk FAiGS 21.0' N-9 T-18 0.18_ • ALPINE ERAPICEA6o PIKO CTS Inc v-,2000 2-0-0 LL /C 30 2x. r2 N SP 00. Fat TRUE FROM INC - SOS 1801 s, esl �4 Fllvv OC temmil Q ,ENT 2x. •2 N SP PFID. Ct: CEEA 3788 A team; 25 FED 1993 EPAm w1alAM rc 750'!1 7-0 0. /t 7 Q 121+1 660-39x0 —1 a 8C 8 Was LAY" IQ n[.OEn Imuss PlalE I1/S/1►ufq 244 93.33 d 8C 10 2114 83 SP 'CARES& SCALE 1014 ♦7EaCT..rl AS 1..117 d 14tm 3/t6 M \I+Sw'iYal t t• bC lffO KO NMI/tM fiY[LS. IS tlKi10►I►ITT%W^t t U6/1KaH tA•lIw1CJaL9 W SSI R4. 616101 0d0 aflNlls&IRA" Its Y C(fty Yaia. •7 ;00� N00CAUS 1•I91110l MLCI.0 afJew file wy.,r N VKCIIi No I'W1wa11O1trla CNA101a, a 9-aft 419 SAK 1001 1.9 JINJO louU&0.1f I ► si61. rtw. .o I'CA1.It0 6/1• .4e 1x10ar/rs.4ln6 vr:nfi u 1.41 Ira? at"mooft W46 IS v.rams r►a..ttt arts!satin ALL IMO"to" .. faT C"Am valCli tae 091 fwelloom .19 act. taw 1!..0141. Z1'I06471.06,al,m416 vacs K• a a w. I&W904/•W"06 Sr.@4110 Ia fwe w,Cccoamas set.. .a aaSlaa 101tQ�o./.a a•1tu=111M o IM.to- GIMCIt.ferA a doTTai*,"*1ry1Q. '/4.ISf 001fD SMNISl L:ROO we sMca6 as I1'ICIIa.riff11104. (lout 69.S SfrfN1R/AI►IStU S. W KU11480L 76 ►•1tR.t YIfOrY RJ@Ik {0[ teat irm we NI• lava so LLa CCIRF"261014 CAC46 fOts tf10iO to K Coo MIAta 106 10NS 104.6414 C1090,410 K row"tl we"$Sao 9S17Ilsi. /�• 1`Oi'ST 0000MM•STR1a1to. 7761 soca Fit&w-Iii 4111am N Is 4.4p 7/w• i1M 1 ft.46M Swaim" ►q• INAA,fA 861 at RaIE S3I64EC#"4011M WAN11 0416 {y 71 5.17"51o/11 YSo f/..7 A"CaSRIOo 104.01ES tit? IS 11.11,11416S.Its see"aslalei 401 1.!t..01014,!onto I4140.1 61,41144.0%Waco*a1faD4S Waco as K• t t LLatet.5I64aw%mA f a/g6YS. >r (0,SClOa ftal"SIMS Yl"IM a Af11t FW"S 0t.. 0.MIS 4100. warraella 4116 ueI 41..44 Caf04a wa, titan.Olin 9F1Erh1'i w so 64~Cr TN oft"au.0 aN a ower step M am 110.. a coattlGot ft1TI SIMS atl CALM 1tfl 910M IKAFaI S1Nt weft bK Kstma Ion1CA"s egiouxl 119GTItb 171 9/4CAM rwo se Call 9 XLO K 1alofw VU01141,910001 e,an 1r LLIt1w ULCM 1041%• it Irl 049014114ft r, If* • Save%QSI" at.IwtlCIALS TO UIWTP 9)•0 "LABon M q.'II4i1 0 %PAWS Six 0110-91 ow q>zilaimNlms n f Lomrig WPMI FAMICAVEA •f001110riAL P,IlUb FW ItI&AX" RL95M IS 1ESMASIS till W FIMICAUP. RI>f1 1,-e-t 1-11-12 41-ll-IZ S 41-41 1411! (-5.11 10-'3-1• Ihx NItint S•7-3 22 Qe >seF N 2: 3781 3700 N � 1971 1001 ,! n 1081 13e1 1]61 660 \; GG61 Mae p.5{2ft p.6171111 Gas 394 F 391 �41 20 RF M A WILDING TTKt Emicaad Rea4denttat rr 1-41-4 21.00 /'6w MMND C DEr SStaande SPEEDtOt�dlrq Cade 0=I 1991) NEAN ROOF N161Rr 150 TRUSS LOCATION: (1,a) area NET VIND MSSUBE BASED ON DEAD LOADS SWA BELOW W UPLIFT COIIECTION REWIRED: ?37 • AT EACU WPDORT. SEE NOTES 10 AID 11 ABOVE. F- M No teaseea: a Maximo aellect(on occurred at bottom joint •2. F NaxlaUm Live Load Oell6cll0" at .069' 41/16). Index-.099• a./36521 Maximus total Load OellecliOn Of .109' CUM. 1916e14--104. (L/?3121 aev. N �V q3 wlnD IMtal1 CLARY DIVISION RATE "K: O.C. SPACING LOADING IPSF) TC auel"- 2110' Comma" T-19 on. IF ALPINE E1161/EE71F]I MOa11cTS teat r-�100e 2-0-0 R 1 LL IC 30 2X1 02 N SP EHG, FOR: T20155 INC - SOSIstl d IO61 S. 6311 pf1r F1 _ 7.O FX TC ? 9C LYRA reckAcv: CENTEx 3708 A Oan: 25 Fab 2993 6100 M►Im1E. 1x 750510 23141 62 N SP OOF 1 Q 12141 "00-"40 A.-- e, Itir F l Lt OC O aces l aYOUT 1O: I IeB33 ]7 OL SIC 10 2x41 03 SP AOOFASS: I U��Q CITY OF 4&40&. SSWJS- Office of Building Official REQUEST FOR INSPE N Date 0. Time A.M. 3 5 Received P.M. 4 Job Address Locality Locality Owner's Na Con :__jLarfor BUILD!Z&l C NCRETE =.ELECT�RICA PLUMBING MECHANICAL Framing Footing C Rough Wiring E Rough Air Cond,& E: Re Roofing C Slab Temp PoleE Top Out C Heating Insulation P- Lintel I- Final 17 Sewer 0 Fire Place Pre Fab READY FOR INSPECTION C AN. Mon. Tues, Wed. Thurs. Friday A.M. Inspection Made —,—,—PK Inspector Final Inspection 0, Certificate of Occupancy E, Date CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptacoab.us Application Number . . . . . 08-00000004 Date 1/04/08 Property Address . . . . . . 1485 LINKSIDE DR Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------------------------------------------------------- Application desc 1 cu 1 ahu ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- BARRETT OCEAN STATE HEAT & AIR, INC. 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . Permit Fee . . . . 87 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/02/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 87 . 00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 87 . 00 87 . 00 . 00 . 00 PERMIT Ls APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ri. CITY OF ATLANTIC BEACH _ 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 U7- . ._ i) OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US MECHANICAL PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2',"IS'.TNIS,A'$IIp;PERMIT; 3.`DdTI q Ib► Jctt JbPA i6y ANO Atlantic Beach F 32233 OYES PERMIT#: ' D 'PROPER_TY?OWN£R: 4. AME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: M GHANIGA'.` TOR. E OF OM N _. [ /j B.(+ ESS.: ✓v ��W�!! 9.STATE E OF FLO I SE0 `/j 10.CELL PHONE:/19 AIL AD RESS: �,, / 13.OFFICE PHONE: <ti �` / 14. „l_•T/(6y 7 de Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIG 15.CLASS OF WORK: 16 BUILDING: ❑NJ W INSTALLATION ❑NEW 6 FLORIDA BUILDING CODE- EPLACEMENT OF EXISTING SYSTEM �EX IS NG COMMER IAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑REPAIR ❑OTHER MECHANICAL EQUIPMENT'TO.BElNSTALLED: 19. HEAT: ❑ SPACE ❑ RECESSED CENTRAL ❑ FLOOR BURNERS: 20.AIR CONDITIONING: ❑ ROOM 2"CENTRAL 21. DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: cfm 22.REFRIGERATION: MAX CAPACITY: cfm 23.COOLING TOWER: CAPACITY: gpm 24.FIRE SPRINKLER: NUMBER OF HEADS: 25.LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY: 28.IRRIGATION: ❑ PUMP ❑WELL ❑PIPING J 29.GAS PIPING: #OF OUTLETS: ❑GAS AHU: ❑GAS WATER HEATER: OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER OR COIL IN DUCTS ETC. VALUE FOR OTHER ITEMS: 31.".0000ING QUIPMENT f AIR'CON®1 .Ic)Nt G"REFRIGERi1Tlfl Qtl1 M Nh'"CONDEKI30 SETC: r_°_. ., NUMBER APPROVING OF UNITS PECRIPTION MODEL# MANUFACTURER TOfJS AGENCY i A— � /..(l��ft L 32.HEATING`EfIUIRMENT: FURNACES.BOILERS Ff REPLACES,AIR HANDLES;ESCNUMBER . APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER 8T AGENCY n Al u- �- 33'TANKS,:�4 PE LIQUID Al"FROVINU NUMBER GALLONS CONTAINED MANUFACTURER SERIAL AGENCY COAG FORM BLDG04:REVISED:9/13/2007 01/02/2008 17:24 FAX 9042498949 OCEAN_STATE_A/C ► ATLANTIC-BEACH ®001/001 r'• CITY OF ATLANTIC BEACH 07- M aEMMOLE RW.ATLANTIC WACM,FL=3 ++ MICE:1 120-UN•FAX NO.'(6W247-61106 bUi LDIJa-0EPTOCCAl.US MECHANICAL PERMIT APPLICATION DLNAL COUNTY 9z . NO At.t iC Be tL 322YB5 PERMIT 0: Awn. Elmo V S• •S�'4 .W TJ•, 6 OR ellk /J E88 0.STA077 ell OF FI 10.0 LL E tt.f M_3G.GvM Is.OFFICE PHOW. Application Is hereby made to obtain a permit to do the work and Instaladons as indicated. I Cattily that al work ws be pwfolnwd to Mag the standants of all laws mgWatinp omWuuom M this jurisdictlon. This annk bwom a nal and void N work is nm eorrMmmW wlthkt six(5) months,or 9 awArucdion or wpk is suspended or abandoned for s period of six(6)months at any dme slier work is commanded. conrnADToas INSTALLATION NEW FL A gut MtG EMENT OF EXISTING SYSTEM {�IS NC; COMIAE tAt MECHANICAL O Fa ALTERATION I ADDITION TO gST SYSTEM D REPAIR 13OTHER . . 1• , f7w'V• 4 19.HEAT: O SPACE O RECESSED IfftENTRAL 0 FLOOR BURNERS: 20.AIR CONDITIONING: O ROOM VtENTRAL 21.DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: efts 22.REFRK4ERATION: MAX CAPACITY: cfm 23.COOLING TOVMA-. CAPACITY: qpm 24.FIRE SPRINKLER: NUMBER OF HEADS: 25.UFT SYSTEM. ELEVATOR MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATEO: MASONRY: 29.IRRIGATION: 0 PUMP O WELL 0 PIPING ' :.v 29.GAS PIPPING: #OF OUTLETS: 0 GAS AHU: 0 GAS WATER HEATER; 30.OTHER-SPECIFY. 5MM HFATWIL ODIUM.UMC RAESA R1vlsil6 HEATEXCNANO[R OR Gft w DUCTS ETC. VAt UE FOR OTHER REMS: Ah��Hn W'Y ink ' NUMBERN Of UmTs CgIPTpN MODEL MANUFACTUPIR T AGWCY I A*4_ a fvvmmn pppvtvvmu F UNrrZ 968CRIPTION MODEL# MANUFACTURER At rW 4 glyri I. mmw GA"ONS MANUFAC PMR SERIAL K COAs FCW 5=44:RCviStb:Nn3=17 rM.j � C'.'• Jett z, CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 .��JS31 Application Number . . . . . 08-00001704 Date 12/31/08 Property Address . . . . . . 1485 LINKSIDE DR Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 7664 ---------------------------------------------------------------------------- Application desc repacement windows ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BARRETT FLORIDA GEORGIA CONTRACTORS 11433 SAINTS ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (9 04) 641-7010 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee 35 . 00 Issue Date . . . . Valuation . . . . 7664 Expiration Date . . 6/29/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total 35 . 00 35 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. OEC-31-2008(WEO) 14: 51 Flordia Georgia Contractors (FAX)90464291S6 P- 001/001 • Notice,of..CO1T1 fI1+r11Cl:1nCrii. Doo 0 20Q8323621,OR BK 14738 Page 1765, Number Pages:I Reemded 12P31/20Q8 at 09:25 AM, State of Florida County of JIM FULLER CLERK CIRCUIT COURT DUVAL-c w-k,Li COUNTY RECORDING$10.00 The undersigned hereby informs all concerned that improvernents will be made to certain real properly,and in accordance with Sedtion 713-13 of the Florida Statutes (Revised 10-1-96), the following in is provided: Legal Description of Property: General Description of Improvements: Owner's Name: Address: in chr.. &=�tik Zipcode: Owner's Interest in Property: Fee Simple Title holder(7fother than Owner): Name: Address: /) Contractor, Telephone: /p Fax: Surety: Not Applicable Lender's Name and Address: Not Applicable Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served aq provided by Section 713.13(]xa)7.,Florida Statutes: Name: Address: Telephont::(_, Fax In addition to himself,owner designates the following person(s)to receive a copy of the l..ienor's Notice as provided in Section-713.13(i)(b),Florida Statutes: Name: Address: Telephone:L--? Fax(,_,) Unless otherwise noteel in this paragraph the expiration date of this Notice of Commencement shall be one(1) calendar year Crom the date of recording: +w Owner's Name(Printed): «Ipt9ry PuWIC Slate of Florida �Y Mne Wakeman y �� AEily�CamnNn onDOT71114 Slj�'nattlfe 9, rn to and subscn'bed before me this _day of D " Notary Public: -� 71ris daetgtn t►l.pngntW hy.nw;lk-Georgia t:ontndw.111 3 iris Ro.d.iwis mvitle.176"72:<6 w Wind-borne Debris Protection Affidavit (Date) Permit No.'_ / •'`� ` 1/U SCS I AJC— /)I% :A myo c ftw4 rL I understand that State law requires that windows replaced in a Wind-borne Debris Zone be installed with impact glass or be provided with another approved method of wind-borne debris protection. I recognize that the structure involved is located in a Wind-borne Debris Zone. I am in the process of having windows replaced which require this protection but have elected to not have the required protection installed by the contractor installing the windows. I am requesting to be given until the date shown below to install the required window protection that I have listed. I understand that if I do not install the required window protection I will be in violation of State law and that the City of Jacksonville Building Inspection Division may take action to include, but not be limited to, fines,withholding any further permits to this address, and/or termination of utilities,until such time as the window protection is installed. I also understand that my insurance company may not reimburse me for damages suffered due to the lack of required window protection. I agree to have the required window protection installed by: --s-- t— a9 (Date) I will be using the following material to provide the window protection: (check one) A. ,Plywood per the Florida Buildi g Code f B.,/ Other approved method: -�AoU�• �iA Ap-�k� (Description) If"B"provide Florida Product Approval Number (ol`00f), Homeowner's Insurance Company_ a ti ignature of property owner) Before me this qday of_ (�U f9G✓r a a00 In the County of Duval, State of Florida,has personally appeared L�ck LLL Herein him elf/herself and affirms all statements and declarations herein are true and accurate. 1112 ,Notary Public at Large, State of LOYA County of c�l / Personally known or Produced Identification ID Type 1-t y>ey'S LI C-e� Notary Public State of Florida Mary Anne Wakeman aMy Commission DD771114 ��OF f-°� Expires 03/20/2012 p as r CITY OF ATLANTIC BEACH of 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OvQ ( I I I OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPTCCOAB.US O BUILDING PERMIT APPLICATION C jj DUVAL COUNTY r' e (�� 00 r LOT BLOCK_SUB DIVISION SL�V ` t ❑NEW BUILDING 11DEMOLITION ESIDENTIAL l ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL ALTERATION ❑ACCESSORY BLDG. ;r ❑REPAIR ❑POOL/SPA ❑YES N/A �aceYtt�n�' GlcY,doSS 13 MOVE 1:3 OTHER 13 NO pry..,...: 77 9.NAME: 15.' MPANY ME:� 23.COMPANY NAME: a i r a. 16. E:/A„e n- �aD/ 24.LICENSEE NAME: 10.ADDRE S: I �1 V 17.S t0 FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: IL(IL X� C-IYlksldt br,06 18.ADDRESS/���� CQi��C 26.ADDRESS: 1111 `o l feJ L- 11.0F:pc.PHONE:_ 112.FAX NO.: 19.OFFPE PH ala NE: 0.FAX 0.: 27.OFFICE PHONE: 28.FAX NO.: D -6 LLN _ �f/ 21.CELL PHONE: 29.CELL PHONE: V [[[[[[ 14.EMAIL ADDRESS. 22. IL ADDRESS: 30.EMAIL ADDRESS: .,w ,r/'.,58" 17 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. *** WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEM x ` 21Q1 0111111 021411,111 xx y Signed ate: I 0 Signed: Zj, Da v Before me this day of 2901 in the county of Before me thisday of r7 29BT in the urf U C 6 Duval,State of Florida,hasp sonaII appeared 620 F Duval,State of Florida,has erson appeared a 6°8 W herin by him H/hers if and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarati s IUr U O Q true and accurate. true and accurate. 1'1 „) Notary Public at Large,State of ' C rte,County of ��k-UG/ Notary Public at Large,State of AW14county of Au itz ❑,�Personally Known / Personally Known O gyp Produced Identificati - y— Li ❑Produced Identificati Notary Signature: Notary Signature; rc Notary Public State Of Florida A naryAhne Wakeman LL1 ID k4COrrlm189Ion D �r6 �y Y D77 ,,, Notary Public State of Florida COAG FORM BL r. �A5 ilo if Mary Anne Wakeman 'My Commission DD771114 U t os r� Exp,rea 03/20/7012 FILE OPY rrom:urt+n off 1 JUJU 114 WI LIM cuuo 10.01 Mau r.uuc 01a JUVED LABORATORIES, INC. Consultants and Technologists/Quality Control Engineers/Consumer Certification Programs 1323 Wall Street.P.O. Sox 152837, Dallas. Texas 75315 0 (214)565-0593 October 9, 2006 6 (.t I`e►'t�t Simonton Windows 1 Cochrane Ave. Pennsboro; WV 26415 Attn: Chuck Anderson, Dear Chuck: Per your written request, you are hereby granted a waiver of retest to change the accessory groove to an accessory leg on the .main frame of your Series 07-70 product lines. The new Series will be designated 07-09. This waiver approval is based on the drawings submitted with your request. Sincerely, E� A-41 J n . Smith A oc' ted Laboratories, Inc. Dean Lewis American Architectural Mfrs. Assoc. JGS/df A HAI F Or C'FAITURY EXPERIENCE Al.A1LABLE FOR INDUSTRY u'V r Juju r I r ui ual cuuo 10.01 tfbau r. uui Asa"OCIATED LABORATORIES Consultants and Technologists/Quality Control Engineers/Consumer Certification Programs 2323 Wall Street,A0, Box 152897,Dallas,Texas 75815 • (214)565-059.3 October 9, 2006 Simonton Windows Rosemar Office Park 5300 Briscoe Rd. P.O. Box 1646 Parkersburg, WV 26102-1646 Attn: Mr. Paul Umpleby Dear Paul: Per your written request, Simonton Windows is hereby granted a waiver of retest for the following frame and sash combination for double hung, horizontal slider and fixed windows: 07-07 75-70 07-70 07-75 This waiver approval is based on the performance test results for your Series 75-75 double hung, horizontal slider and fixed windows and the calculations and drawings submitted with your request. In addition, a waiver is also granted for the use of 3/411, 7/8 and 1" insulating glass in the windows listed above. Sincerely, Jhn . Smith A ated aboratones, I Dean Lewis American Architectural Mfrs. Assoc. IGS/df �t-tdl F 11F'4 r�NTI IRV FkDFRfFT:!'F At:dff Ai2i C�nR IAtl1f fCTt?v v+rNua7irr r rUr UMI CUU0 10-01 IFbau V.UUr ssOCI TED LABoRATORIES, INC. Consultants and Technologists/Quoitty Control Lnginearx%Consumer Certification Programs 1323 Walt Street,P.U. Sox 152837,Daltae, Texas 75.915 • 1214)565.0503 October 9, 2006 Simonton Windows Rosemar Office Park 5300 Briscoe Rd. P.O. Box 1646 Parkersburg, WV 26102-1646 Attn: Mr. Paul Umpleby Dear Paul: Per your written request, Simonton Windows is hereby granted a waiver of retest for the following frame and sash combination for double hung, horizontal slider and fixed windows: 07-07 75-70 07-70 07-75 This waiver approval is based on the performance test results for your Series 75-75 double hung, horizontal slider and fixed windows and the calculations and drawings submitted with your request. In addition,a waiver is also granted for the use of 3/41, 7/8" and 1" insulating glass in the windows listed above. Sincerely, 4J hn . Smith 7/ A ated aboratodes, I Dean Lewis American Architectural Mfrs. Assoc. IGS/df i I•IAf F nF 4 rsivv OV FVPPQ1FNr'1:AVAIL APO P MIM twnf fc4'RV AAMA (Validator/Operations Administrator) CERTIFICATION PROGRAM Rd AUTHORIZATION FOR PRODUCT CERTIFICATION Simonton Windows 1 Cochrane Ave. Pennsboro,WV 26415 Attn: Chuck Anderson The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. I. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMAINWWDA 101/I.S.2-97 H-R65"-37x76 COMPANY AND PLANT LOCATION CODE SERIES MODEL&PRODUCT MAXIMUM SIZE TESTED NO. DESCRIPTION Simonton Windows—Pennsboro,WV SIM4 07-09/07-10/07-20 FRAME SASH Simonton Windows—Paris,IL SIM-2 (PVC)(X/X)(OG)(INS GL) 3'1"x 6'4" 2110"x 31" Simonton Windows—McAlester,OK SIM-4 (REINF)(MODIF)(TILT)(ASTM) 2. This Certification will expire October 25, 2009 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by:Architectural Testing,Inc. Report No.: 64468.01-501-47; Ref.60739.02-50147 Date of Report: June 2,2006;January 24,2006 Validated for Certification Associated Laboratories, Inc. Authored for Certif' tion Date: October 24,2006 Cc: AAMA SBS American Architectural Manufacturers Association ACP-04 (Rev. 8/06) AAMA (Validator I Operations Administrator) CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION Simonton Windows 1 Cochrane Ave. / �r�G��-�" ��y,©✓ Penns boro,WV 26415 S�v�71e"� eInj„b, )�Attn:Jennifer Pittman y ���111 (/� �r jq` 3 ice- The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1.The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION AAMA/NWWDA 10111.S.2-97 RECORD OF PRODUCT TESTED H-R45*-36x62 COMPANY AND PLANT LOCATION CODE NO. SERIES MODEL A PRODUCT DESCRIPTION MAXIMUM SIZE TESTED Simonton Windows—Pennsboro,WV SIM-1 41-18 SH FRAME SASH Simonton Windows—Paris,IL SIM-2 (PVC)(O/X)(IG&OG) Simonton Windows—McAlester,OK SIM-43'0"x 5'2" 2'9"x 2'6" (INS GL)(MODIF)(TILT)(ASTM) 2. This Certification will expire November 12, 2008 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural'testing,Inc. Report No.: 54567.01422-47 Date of Report January 14,2005 Validated for Certification Associated Laboratories, Inc. Authorized for Cert3ficaon Date: November14,2007 ✓ Cc: AAMA SBS Ae Wean Architectural Aannuufa&rers Association ACP-04 (Rev.8/06) � z t REV, RENS04s: REMM In MODEL D SI GN BONA Simonton Single Hung Series 41-18 Vinyl Window NO R•E, SEAL REQUIRED t AMD'W pE SlAt REQUNEb"it M T,O,R. 02/28/0s INSTALLATION SUPPORTED MAXIMUM OVERALL NOMINAL SIZE: See Size Chart BY AAMA TEST REPORTS DESIGN_PRESSURE RATING: Anchors: See Size Chart Windows: Design Pressure Ratings Vory: See Corresponding AAMA Test #;X 1 1/4"MIN DRYWALL Report or Dade NOA or Florida P.E. Evaluation. SCREW YA7H 1,5"MIN, EMBEDMENT INTO WOOD _. USABLE CONFIGURATIONS: Q X SILICONE CAULK GENERAL DESCRIPTION' The head and side jambs are extruded PVC, The wolf thickness through 2X SUCK which the anchor screw penetrates is o minimum of 0.070". 1/4"MAX. SHIM B SIZE CHART HEAD 1 OVERALL SIZE 2x BUCK 2" I--- 5" O.C, 2" WIDTH HEIGHT DP RATING 1 4X SCALE r------ -------------------� i 52" 71" ±30 PSF I i a 6 44" 62" ±35 PSF 1/4"MAX, SHIM ! ! #6 X 1 1/4'MIN. DRYWALL i 36" 62" ±45 PSF SCREW WITH 1.5"MIN. 1 I 36" 75" t50 PSF EMBEDMENTINTO WOOD fiT I i ! 1 1 0 1 MAX. SHIM SILICONE CAULK 4 I t /" I ! 2X BUCK W i I JAMS W t t 4X SCALE I SILICONE CAULK ! I f # #6 X 1 1/4"MIN, DRYWALL SCREW WITH 1.5"MIN. 3 f EMBEDMENTINTO WOOD GILL o I t 4X SCALE n a I 1. This installation has been evaluated for use in locations adhering to the Texas & Florida Building Codes and { t where pressure requirements as determined by ASCE 7 Minimum Design Loods for Buildings and Other I Structures do not exceed the design pressure ratings herein, for use outside the H.V,H.Z. t # 2. All interior and exterior perimeter surfaces of the window must be caulked. A I t 3. Anchors shot( be as specified and spaced as shown, Anchor embedment to base material shod be beyond wall dressing or stucco and into wood. I i 4 The responsibility for selection of Simonton products to meet any applicable local laws, building codes, t i , ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. 1 i i r 5. Shims are optional. Max. shim stack is 1/4", _____________________ 6. Wood bucks (by others) must be engineered and anchored properly to transfer foods to the structure. 4 -T A txsrIt UM guT NT -- SINIflAi'I`C}'51NO22852"MAX. OVERALL FRAME WIDTH Thu dotwt N the propany or Sttnonton nndws rnkn Dimeoafonoi TowancetsMacre ae orwrittory tw 01?W rights to Its tuttjett ftwtim. Untetu atturwhe seacified w N N a o x 0 This domm"t is proam to tht recplent on the tapr#tsd T Y Ir(4VeM:t=cthat it is not to oe df*Vo a reproduced in whale atPenetboro,WV2>SAIS pori,norstd in canjttction vNh the monufoctuft or Dater,* Anglesf 9�for Mr other man menton wlhd e A : Y;its content. This—vkt'mn d'oeF netr- he % OS nT 1oT Zpi.ot's rightt to utW2e fnformotion wnttxtttd br thk ,XX t.at a' 30 min, SERIM dxwneni which k propeHy oot*lx from orwunK saun 41-18 SWOLE HUNG NtTRFATMENT! r-1 IN0228 2x SM RISTAtlATiON 3 2 1 u�r.auau r r r 1 U/UO/CUUG 10-01 NbaU i'.UUr sa AM UCI TED LABORATORIES, INC. Consultants and Technologists/Quality Control Enginears i Consumer Certification Programs 1323 Wall Street,P.O. Box 152837,Dallas,Texas 75315 • (214)565-0593 October 9, 2006 Simonton Windows VA Rosemar office Park �p� Apo r0��5300 Briscoe Rd. ` (r0 U P,0. Box 1646 Parkersburg, WV 26102-1646 Attn: Mr. Paul Umpleby Dear Paul: Per your written request, Simonton Windows is hereby granted a waiver of retest for the following frame and sash combination for double hung, horizontal slider and fixed windows: 07-07 75-70 07-70 07-75 This waiver approval is based on the performance test results for your Series 75-75 double hung, horizontal slider and fixed windows and the calculations and drawings submitted with your request. In addition,a waiver its also granted for the use of 3/4t1, 7/8 and V insulating glass in the windows listed above. Sincerely, Jhn . Smith A ated boratories, I Dean Lewis American Architectural Mfrs. Assoc. IGS/df A WAW r nr a r_cnrrt tPv FYPrwr.%trF a1 11 API r POP 1n1n11cTav MGM'.utt+n ori r auau 114 tui uai cuuo 10-01 tto.au r.UUC ASSOCIATED LABORATORIES, INC, Consultants and Technologists/Quallty Control Engineers/Consumer Certification Programs 1323 Wall Street,P.O.Box 152837, Dallas, Texas 75315 1234)565-0593 October 9, 2006 Simonton Windows 1 Cochrane Ave. Pennsboro; WV 26415 Attn: Chuck Anderson, Dear Chuck: Per your written request, you are hereby granted a waiver of retest to change the accessory groove to an accessory leg on the .main frame of your Series 07-70 product lines. The new Series will be designated 07-09. This waiver approval is based on the drawings submitted with your request. Sincerely, n . Smith A oc Cted Laboratories, Inc, Dean Lewis American Architectural Mfrs. Assoc. JGS/df A HAI F OF A(7NITURY EXPERIENCE AI.AIL.ABLE FOR VcXiSTRY ASSOCIATED LABORATORIES, INC. Consultants and Technologists;Quality Control Engineers/Consumer Certification Programs 1323 Weil Street,P.O. Box 152837,Dallas, Texas 75315 (214)565-0598 October 9, 2006 Simonton Windows 1 Cochrane Ave. Pennsboro, WV 26415 Attn: Kevin Baker Performance Analyst Dear Kevin: Per your written request, you are hereby granted a waiver of retest to modify the sash frames on your Series 07-09 and 08-09 product lines, The new frame codes will be will be identified as 10 and 20. As the drawings submitted with your request indicate, there is additional strength in the shape of the profile for the Series 10 flange frame and Series 20 J-channel frame. The installation fasteners and locations are to remain unchanged. Sincerely, J n . Smith As ted Laboratories, Inc. Dean Lewis American Architectural Mfrs. Assoc. JCS/df A HALF OF A CENTURY ENPER1ENCE AMIABLE FOR INDUSTP,1' Ri AAMA (Validator/Operations Administrator) CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION Simonton Windows 1 Cochrane Ave. Pennsboro,WV 26415 Attn: Chuck Anderson The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory, 1.The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMAINWWDA 101fl.S.2-97 F-R55-74x63 COMPANY AND PLANT LOCATION CODE NO. SERIES MODEL&PRODUCT MAXIMUM SIZE TESTED DESCRIPTION Simonton Windows—Pennsboro,WV SIM4 07-09/07-10/07-20 Simonton Windows—Paris, IL SIM-2 (PVC)(0)(IG) FRAME Simonton Windows—McAlester,OK SIM.4 (INS GL)(ASTM) 6'2"x 5'3" 2_ This Certification will expire September 23, 2009 and requires validation until then by continued listing in the current AAMA Certified Products Directory, 3. Product Tested and Reported by:Architectural Testing,Inc. Report No.: 60132.01-501-47 Rev.1 Date of Report: July 14,2006 Validated for Certification Associated Laboratories, Inc. Authorized for Certifigption Date: October 12,2006 fr Cc: AAMA JGS Are carn'�rctitectur�alMan�acturers Association ACP-04 (Rev. 8/06) tcnmr MODEL Za- Simonton Fixed Series 07-08 Yb*l WeXiow, tom, atos>a rAa p AMMAN OWRA rL NOMINAL SIZE, Single up to 74'x 63' OESM.N PRESSURE RATING: Anchors: Positive 55.0 PSF Negative 55.0 PSE CONCRETE wndows: Design Pressure Ratings Vary, See e 1 m 2.0'MtK t'x 2' URRM Corresponding MMA k ASTM Test Reportn..:r... MART O DRhI%A!t twat F 0 GENERAL DESCR/PflOM: 9N.fCONE The head and side jambs aro extruded PVC. s7UCCO r tlRtstu.t. i 1 4'ANANN. /n OK The wail thickness through which the anchor SM ICOM eA screw penetrates is a minimum of 0.070" CAULK t'x e' k':;, am WIN 11 • Da NiM ONCRETE 7/4-90% SUCONE CAULK SIM J 3 1/4'ANN. X 1/4'Dot Jl TAPCON ANCHOR THRU 'J"i?' HEM ISUCK NTO CONCRETE I •AW.MILW ell� 1/4'AWL SIMM 6' d 12'AIAX. TYP ?•�' SM.ICONE CAlaK .. aG S1UCC0 .x 3 1/4'Am. X 1/4-Cil TApwN ANCHOR wRN 1.25' ANN.Enda,INTO CONaoErE ED d SM1c�rdESIXONE r " 3 J//4"% 1//4-DN. m ON" Pam STOOL 'a I-APOON/AIKYpR TIM STI/CGO SIV BUCK WITH 1.25"AA1N. EMB t,.. ANTO CONCRETE 1'x 2' C='h •`a � d Fi1RRNNG MU s ORn"U W yy'•, CONCRETE a .• d _ De W .a Stu — '':a'. tilGLfi 1. Me Installation hos been ewWated for use in location adhering to the florid* Building Cods and where pressure requirements as determined by ASCE 7 Minimum Design Loads forBulkMgs and Other Structures do not exceed the design pressure ratings fisted herein, for use outside of the H.V.H. 2. For inetallotiWhs when the sub-buck N less than 1-1/2'(FVC section 1707.4.4 Anchorage Methods and sub-settlors 1707.4.4.1 and 1707.4.4.2) Topoon type concrete onchors rmust be used and the AwVth must be ::y•.. 3 f 4"&AN.x I/4.ON such that a minimum 1-1/4"engagement of the Tapoon into the cone ett woN is obtained. ANCHOR twTH J. AN interfor and exterior perimeter surfaces of the window must be coulked I.25'MIN.EMIL INTO 12'Myr. 0 4. AdW Topeon ands►locations, if necessary. to maintain a minimum 2.0'clemance from mortar 'b. �y CONCRETE as 5. When the optional Hood Expanders are used the Installer Akat Adtust the andwr kmgth to mol U&ttbe ...: required minimum embedment into the substrate. B. Anchors sholl be as spocifled and spaced as shown. Anchor embedment to bash material shall be beyond wall dres" or stucco Into wood or concrete. 7. Wood bucks (by others) must be anchored propeAy to transfer loods to the structure. B. Follow 17W/Mco topton anchoring instructions.9. The _ .. y'.'.• ordrn*ncea U*for selection of S mon Product Ito esit array applicable kcal love, buikling codes, • safety requlnmon solely etfbu&" owner or contractor. a" f0. For wood buck substrate use Na 10 wood screws with 1 1/2"min. embedment kfto wood. For concrete walls use 1/4'dlo. ITW/Elco topoars with 1 1/4'min. embeds, ilto concrote. See deer. for spacing. 11. Concrete compirewhe strength : 3000 PSI at 28 days. 74.0" MAX. OVERALL FRAME WIDTH 12. Shins an optional, max shim stock 114'. 13. When using a 1/4'Topcon or/10 wood am" through the window frame, pre-drill the thru hole at specified screw locations. I6 creed Y tit�ra,ry f le W1hwr da fftle d n0l rrhhrfa - Ihack I 7 • �to �reSUN, ae�arn0kr, 1`n1 b neersA®raw - :• a SIMONTONh 0.S 11/5/06 TM 1�iAk w h pwq ew and k an}rct hn dA 1M A s a t 1 yr. w I w w O M M dw hA � IIins less ie stir esraglteYa atnaattaro - m to - d�b b Mrs ttanrh6n askMel k Vin deaewt dtl k pAsir me - Ase FIT In *MW neow"wws warlulien - VOWe UU IAM X AU TU �f !ra,'a; �a City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) -� 800 Seminole Road -704 oad �y Atlantic Beach, Florida 32233-5445 U , Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us City web-site: http://www.coab.us Date routed: L f APPLICATION REVIEW AND TRACKING FORM Property Address: h d z4aeAzp- _'br Depaudment review required Yeseflo uildin rZ- f,,1� ����-�Q -S an &Zoning Applicant: --T"/ Public works Public,Utilities Pro eCt�: y, .' fr�f4` j j ' 1% k.r S y ! � Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ElApproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING PUBLIC WORKS Reviewed by: Date: L5: d PUBLIC UTILITIES Second Review: [:]Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: MUTH RESIDENCE ADDITION HVAC LOAD ANALYSIS for Suntastic/Better Living Patio Rooms 9776 Beach Boulevard Jacksonville, FL DE tie i0ftwole RHVACRV.sI�NTI HVA LOAD Prepared By: Jeri Boxx Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach,FL 32266 (904)249-8251 6-6-01 RRVAC-Residential&Light Cornmercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Muth Residence Addition Neptune Beach,FL 32266-1798 6-6-01 Page 2 Project Summary Project: Muth Residence Addition Company: Ocean State Heating &Air Conditioning Client: Suntastic/Better Living Patio Rooms Representative: Jeri Boxx Address: 9776 Beach Boulevard Address: 1476 Atlantic Boulevard City: Jacksonville, FL City: Neptune Beach, FL 32266 Phone: (904) 996-1616 Phone: (904) 249-8251 Fax: Fax: (904) 249-8949 Design Data Project Name: Muth Residence Addition Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 1,943 CFM per square foot: 0.853 Square feet of room area: 2,279 Square feet per ton: 493.068 Building Loads Total heating required with outside air: 53,514 Btuh 53.514 MBH Total sensible gain: 42,708 Btuh 88 % Total latent gain: 5,942 Stuh 12 % Total cooling required with outside air: 48,650 Btuh 4.054 Tons (based on sensible +latent) 4.622 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I Wednesday,June 06,2001 RTiVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&AJC Muth Residence Addition Neptune Beach, FL 32266-1798 6-6-01 Page 3 i Total Building Summary Loads { Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 367 11,974 0 18,588 18,588 80 Glass Door Double Clear Glass Metal Frame 73 2,382 0 1,852 1,852 10D Door Wood Solid Core 38 601 0 358 358 12C Wall R-11 + 1/2"Gypsum(R-0.5) 1,514 6,134 0 3,353 3,353 13C Part R-11 + 1/2" Gypsum(R-0.5) 142 288 0 204 204 j 16G Ceiling R-30 Insulation 2,097 3,114 0 3,114 3,114 22A Slab on Grade No Edge Insulation 230 8,385 0 0 0 25A Roof Metal, Dark, R-4 182 2,048 0 3,231 3,231 { Subtotals for structure: 4,643 34,926 0 30,700 30,700 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 3,600 3,600 Lighting: 0 0 0 0 0 Ductwork: 0 2,547 0 3,882 3,882 { Infiltration:Winter CFM: 324.4, Summer CFM: 144.2 478 16,041 5,022 3,326 8,348 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 I Sensible Gain Total: 42,708 Temperature Swing Multiplier: X1.00 Building Load Totals: 53,514 5,942 42,708 48,650 Check Figures Total Building Supply CFM: 1,943 CFM per square foot: 0.853 Square feet of room area: 2,279 Square feet per ton: 493.068 Building Loads Total heating required with outside air: 53,514 Btuh 53.514 MBH Total sensible gain: 42,708 Btuh 88 % Total latent gain: 5,942 Btuh 12 % Total cooling required with outside air: 48,650 Stuh 4.054 Tons (based on sensible + latent) 4.622 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Wednesday,June 06,2001 RHVAC-Residential&Light Commercial HVAC L^ads Program Elite Software Development,Inc. Ocean State Htg&A/C # Muth Residence Addition Neptune Beach,FL 32266-1798 6-6-01 Page 4 I System#1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 367 11,974 0 18,598 18,588 80 Glass Door Double Clear Glass Metal Frame 73 2,382 0 1,852 1,852 10D Door Wood Solid Core 38 601 0 358 358 12C Wall R-11 + 1/2" Gypsum(R-0.5) 1,514 6,134 0 3,353 3,353 13C Part R-11 + 1/2"Gypsum(R-0.5) 142 288 0 204 204 16G Ceiling R-30 Insulation 2,097 3,114 0 3,114 3,114 22A Slab on Grade No Edge Insulation 230 8,385 0 0 0 25A Roof Metal, Dark, R-4 182 2,048 0 3,231 3,231 Subtotals for structure: 4,643 34,926 0 30,700 30,700 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 3,600 3,600 Lighting: 0 0 0 0 0 Ductwork: 0 2,547 0 3,882 3,882 Infiltration:Winter CFM: 324.4, Summer CFM: 144.2 478 16,041 5,022 3,326 8,348 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 42,708 Temperature Swing Multiplier: X1.00 { System Load Totals: 53,514 5,942 42,708 48,650 Check Figures Supply CFM: 1,943 CFM per square foot: 0.853 Square feet of room area: 2,279 Square feet per ton: 493.068 System Loads Total heating required with outside air: 53,514 Btuh 53.514 MBH Total sensible gain: 42,708 Btuh 88 % Total latent gain: 5,942 Btuh 12 % Total cooling required with outside air: 48,650 Btuh 4.054 Tons (based on sensible + latent) 4.622 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads: i � I Wednesday,June 06,2001 RHVAC-Residential&Light Commercial HVAC toads Program Elite Software Deveiopment,Inc. Ocean State Htg&A/C Muth Residence Addition Neptune Beach,FL 32266-1798 6-6-01 Page 5 i Room Load Summary Reports i System #1 Room Load Summary i Htg Htg Run Run Cig Clg Clg Zone Cig Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Breakfas 110 4,137 54 0-0 0 3,721 378 169 1.05 178 169 j t 2 Kitchen 180 1,735 23 0-0 0 3,373 0 153 1.00 153 153 3 Family 416 7,023 91 0-0 0 4,723 546 215 1.25 269 215 Room 4 Living 255 1,772 23 0-0 0 831 0 38 1.00 38 38 Room 5 Master224 5,906 77 0-0 0 4,745 901 216 1.00 216 216 Bedroom i 6 Bedroom 169 2,160 28 0-0 0 1,333 388 61 1.19 72 61 j 2 7 Bedroom 144 2,755 36 0-0 0 1,429 388 65 1.15 75 65 3 8 Laundry 102 1,385 18 0-0 0 1,835 189 83 1.00 83 83 1 9 Dining 255 802 10 0-0 0 539 0 25 1.00 25 25 Room 10 Master 130 969 13 0-0 0 431 0 20 1.00 20 20 Bath 11 Lanai/Su 294 24,870 323 0-0 0 19,748 3,152 898 1.05 943 898 n Room System 1 2279 53,514 696 42,708 5,942 1,943 2,072 1,943 Totals Main Trunk Size: 22x18 in. System#1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 4.054 88%/12% 42,708 5,942 48,650 Recommended: 4.622 77%/23% 42,708 12,757 55,465 System#1 Equipment Data Heating System Cooling System ` I 1 Wednesday,June 06,2001 FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Muth Residence Addition Builder: Suntastic j Address: 1485 Linkside Drive - Permitting Office: Atlantic Beach City, State: Atlantic Beach, FL 32233- Permit Number: Owner: Jurisdiction Number: Climate Zone: North L 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 100.0 kBtu/hr _ 3. Number of units,if multi-family I - SEER: 10.50 4. Number of Bedrooms 3 - b. N/A - 5. Is this a worst case? No _ 6. Conditioned floor area(ft) 2280 ft' c. N/A - 7. Glass area&type a. Clear-single pane 0.0 ftz _ 13. Heating systems b. Clear-double pane 440.0 ftz - a. Electric Heat Pump Cap: 100.0 kBtu/hr - c. Tint/other SC/SHGC-single pane 0.0 ftz - HSPF:7.30 _ d.Tint/other SC/SHGC-double pane 0.0 ftz b.N/A 8. Floor types _ - a. Slab-On-Grade Edge Insulation R=0.0,230.0(p)ft _ c. N/A - b.N/A c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0, 1514.0 ft' - EF:0.92 - b. Frame,Wood,Adjacent R=11.0, 142.0 ftz - b.N/A - c. N/A - &N/A c. Conservation credits - e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,2097.0 ftz - 15. HVAC credits CF, _ b. Single Assembly R=4.0, 182.0 ftz _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0,25.0 ft RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.19 Total as-built points: 27122.00 PASS Total base points: 27346.00 I hereby certify that the plans and specifications covered 1 Review of the plans and SI;EST9� by this calculation are in compliance with the Florida specifications covered by this Energy Code. calculation indicates compliance MI PREPARED BY: Ocean State HVAC with the Florida Energy Code. Before construction is completed DATE: 6 - U f this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908c0D we compliance with the Florida Energy Code. Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: EnergyGauge®(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1485 Linkside Drive,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2280.0 33.05 13565.6 Double,Clear E 1.0 7.5 36.0 40.22 0.99 1431.4 Double, Clear W 1.0 9.5 32.0 36.99 0.99 1177.5 Double, Clear E 1.0 7.5 30.0 40.22 0.99 1192.8 Double, Clear S 1.0 4.5 12.0 34.50 0.89 367.8 Double, Clear S 1.0 4.5 15,0 34.50 0.89 459.7 Double,Clear S 1.0 4.5 15.0 34.50 0.89 459.7 Double, Clear E 1.3 9.0 111.0 40.22 0.98 4367.7 Double,Clear S 1.3 9.0 43:0 34.50 0.96 1424.3 Double,Clear S 1.3 9.2 33.0 34.50 0.97 1104.0 Double,Clear S 1.3 2.5 10.0 34.50 0.64 222.5 Double, Clear N 1.3 9.2 40.0 19.22 0.99 757.6 Double, Clear N 1.3 9.0 51.0 19.22 0.98 962.4 Double, Clear N 1.3 2.5 12.0 19.22 0.82 189.3 As-Built Total: 440.0 14116.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 142.0 0.7 99.4 Frame,Wood,Exterior 11.0 1514.0 1.70 2573.8 Exterior 1514.0 1.70 2573.8 Frame,Wood,Adjacent 11.0 142.0 0.70 99.4 Base Total: 1656.0 2673.2 As-Built Total: 1656.0 2673.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Wood 20.0 6.10 122.0 Exterior 20.0 6.10 122.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 165.2 As-Built Total: 38.0 165.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 2279.0 0.60 1367.4 Under Attic 30.0 2097.0 0.60 1258.2 Single Assembly 4.0 182.0 4.75 864.5 Base Total: 2279.0 1367.4 As-Built Total: 2279.0 2122.7 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 230.0(p) -37.0 -8510.0 Slab-on-Grade Edge Insulation 0.0 230.0(p) -41.20 -9476.0 Raised 0.0 0.00 0.0 Base Total: -8510.0 As-Built Total: -9476.0 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A► - Details ADDRESS: 1485 Linkside Drive,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2280.0 10.21 23278.8 2280.0 10.21 23278.8 Summer Base Points: 32540.2 Summer As-Built Points: 32880.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 32880.6 1.000 1.047 0.325 0.950 10630.6 32540.2 0.3573 11626.6 32880.6 1.00 1.047 0.325 0.950 10630.6 EnergyGaugeTM DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1485 Linkside Drive, Atlantic Beach, FL, 32233- PERMIT#: J BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 2280.0 9.76 4007.5 Double, Clear E 1.0 7.5 36.0 9.09 1.01 330.3 Double,Clear W 1.0 9.5 32.0 10.77 1.00 345.1 Double, Clear E 1.0 7.5 30.0 9.09 1.01 275.2 Double, Clear S 1.0 4.5 12.0 4.03 1.08 52.3 Double, Clear S 1.0 4.5 15.0 4.03 1.08 65.4 Double, Clear S 1.0 4.5 15.0 4.03 1.08 65.4 Double,Clear E 1.3 9.0 111.0 9.09 1.01 1021.9 Double,Clear S 1.3 9.0 43.0 4.03 1.01 175.5 Double,Clear S 1.3 9.2 33.0 4.03 1.01 133.8 Double, Clear S 1.3 2.5 10.0 4.03 1.72 69.2 Double,Clear N 1.3 9.2 40.0 14.30 1.00 572.2 Double, Clear N 1.3 9.0 51.0 14.30 1.00 729.6 Double, Clear N 1.3 2.5 12.0 14.30 1.01 173.4 As-Built Total: 440.0 4009.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 142.0 3.6 511.2 Frame,Wood,Exterior 11.0 1514.0 3.70 5601.8 Exterior 1514.0 3.70 5601.8 Frame,Wood,Adjacent 11.0 142.0 3.60 511.2 Base Total: 1656.0 6113.0 As-Built Total: 1656.0 6113.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Wood 20.0 12.30 246.0 Exterior 20.0 12.30 246.0 Adjacent Wood 18.0 11.50 207.0 Base Total: 38.0 453.0 As-Built Total: 38.0 453.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 2279.0 1.20 2734.8 Under Attic 30.0 2097.0 1.20 2516.4 Single Assembly 4.0 182.0 6.90 1255.8 Base Total: 2279.0 2734.8 As-Built Total: 2278.0 3772.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 230.0(p) 8.9 2047.0 Slab-On-Grade Edge Insulation 0.0 230.0(p) 18.80 4324.0 Raised 0.0 0.00 0.0 Base Total: 2047.0 As-Built Total: 4324.0 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1485 Linkside Drive,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2280.0 -0.59 -1345.2 2280.0 -0.59 -1345.2 Winter Base Points: 14010.1 Winter As-Built Points: 17326.2 Total Winter_. X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 17326.2 1.000 1.064 0.467 1.000 8611.5 14010.1 0.5340 7481.4 17326.2 1.00 1.064 0.467 1.000 8611.5 EnergyGaugeTM DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1485 Linkside Drive,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.92 3 1.00 2626.61 1.00 7879.8 As-Built Total: 7879.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 11626.6 7481.4 8238.0 27346.0 10630.6 8611.5 7879.8 27121.9 EFPASS:] 4 THE STg4. !h t�cDD WE �yeS EnergyGaugel DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1486 Linkside Drive, Atlantic Beach, FL, 32233- PERMIT* 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE I CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wail sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&toplbottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss orjoint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 i Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned s ace,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS 7pools CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly mar breaker electric or cutoff as must be provided. External or built-in he Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commust have a pump timer.Gas spa&pool heaters must have a minimum efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG, Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTM DCA Form 60OA-97 EnergyGauge@/FlaRES'97 FLRCNA-200 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING II 800 Seminole Road-Atlantic Beach, FL 32233-Tet: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT _ PE13M1T 11�11*1�tTltt: Permit Number: 22351 Address: 1485 LINKSIDE DRIVE M Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number _ Improv. Cost: Tt �� Date Issued: 7/19/2001 Name: LAWERENCE W. MUTH Total Fees: 25.00 Address: 1485 LINKSIDE DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 7/19/2001 Phone: (904)543-0451 i Work Desc: OUTLETS, SWITCHES, RECPTACLES COCAS i WADE'S ELECTRIC SERVICE �� ERS I' , 25.00 t na 7 .u.'W44 10 e NOTICE- it PECTIOfi T BE REESEIAT!.EAST 24 H7UR ;PIOR TO INSPECTION �. �N BUILDING MATERIA RUBBIS a eRIS FROM THIS WORK MUST NOT BE CED IN PV IC SPACE,AND MUST BE CLEARED UP.ANQ HA AWAY BY EITHER,CONTRACTOR OR O , R — "FAILURE TO COMPL"'r��W1TH T NSTRUC 'ION LIEN � AN RES �T IN THE PROPERTY OWNER P 40 - VE1 TS" ISSUED ACCORDING TO APPRO P W( ICH 4R }R1bF T AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PS"G�Va�.; I AT NTIC MACH BUILDING DEPT. Dam: 7/19/8181 Receipt: 9974465 rw-- - IZ78 - �-.--- 69169693�''c1696 CITY OF ATLANTIC BEACH, FLORIDA q Approved by APPLICATION FOR ELECTRICAL. PERMIT a;,,i! ��++yCity cif Atlantic Ei(?NG;7 TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 V I FKI"i'lfn and Zoi'lII IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IWACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. q J} jfkL ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME LQ 1A)EVUr-e- f ' , ADDRESS: ' $� � � RFD BOX BLDG.SIZE BETWEEN: RES.(I APT.( I COMM.( ) PUBLIC( ) INDUS.( I NEW( I OLD(111) REW.( 1 ADDITION( I TRAILER ( ) TEMP.( ) SIGNS ( I SO. FT. SERVICE: NEW( I INCREASE( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER 1 ALUM. ( 1 SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 1 91-100 AMPS. SWITC}iE5 '2 /1 INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. 0 APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING ' CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CE1L HEAT: KW-HEAT at OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. 11 OVER 600 V. NO. I KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHE EACH SIGN FORWARDED S TOTAL FEES CITY OF 4&4m4c hiew4-19"' Office of Building Official REQUEST FOR INSPECTION Date (A Permit No, Time Received Job Address Locality Address Owner's Name Contractor BUILDING C NCRfTE,' ELECTRICAL PLUMBIG M CHANICAL O,t,n Framing El tin El Rough Wiring r Rough Air Cond.& El Re Roofing E Slab E Temp Pole E- Top Out C Heating Insulation Lintel E, Final C Sewer Fire Place E Pre Fab READY FOR INSPECTION A.M. Mon, Tues. Wed. Thurs. Friday PM. Inspection Made A.M., Final Inspection 0 Inspector Certificate of Occupancy 0, ,,�-�7 Date ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.0 J The higher the score,the more efficient the home. 1485 Linkside Drive,Atlantic Beach, FL, 32233- 1 New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 100.0 kBtu/hr , 3. Number of units,if multi-family 1 _ SEER: 10.50 _ 4. Number of Bedrooms 3 _ b.N/A _ 5. Is this a worst case? No _ 6. Conditioned floor area(ft) 2280 ftz c. N/A , 7. Glass area&type _ _ a. Clear-single pane 0.0 ft, _ 13. Heating systems b. Clear-double pane 440.0 ftz _ a. Electric Heat Pump Cap: 100.0 kBtu/hr c. Tint/other SC/SHGC-single pane 0.0 ftz _ HSPF:7.30 _ d.Tint/other SC/SHGC-double pane 0.0 ftz b.N/A 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0,230.0(p)ft _ c. N/A b.N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons a. Frame,Wood,Exterior R=11.0, 1514.0 ft' _ EF:0.92 _ b. Frame,Wood,Adjacent R=11.0, 142.0 ftz - b.N/A _ a N/A d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0,2097.0 ft2 J 15. HVAC credits CF, _ b. Single Assembly R=4.0, 182.0 ftz J (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0,25.0 ft RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) �o�'VRE sT9T�o in this home before final inspection. Otherwise,a new EPL Display Card will be completed A based on installed Code compliant features. � fil„ Builder Signature: Date: - a Address of New Home: City/FL Zip: coD WF *NOTE. The home's estimated energy performance score is only available through the FLAIRES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPAIDOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage(EEM incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.)sec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge®(Version:FLRCNA-200) /3/n /CITY OF 4lC dws e"A-4916 4 Office of Building Official _ REQUEST FOR INSPECTION , 7 m Date Permit No. Time A.M. Received P.M. Job Address Locality Owners 0_,�L` 3` ..__ _ Zt _Nam Contractor _ BUILDII CONCRETE ELECTRICAL PLUMBING MECHANIC timing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ -Air.Cond.,&.., ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ 'lop Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. 99 Wed. Thurs. Friday P.M. �/ o� A.M. Inspection Made P Fina nsp Inspector _„- ---------._______ Certificate of Occupancy o Date Tatt-firatt of Mccupanq (situ of Atlantic +tach — foriba 74hpartmtnt of +Nutlbing Inspution This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Use Classification.1 ugle Tinily R C?denca: Bldg. Permit No. St 311 Group Wi fraMe" Type Construction SIS Fire District t1anLic abtE ar-h Owner of Building CeF_tc-x Rea.. & tate Ctf�z i.! Jlb T�4)3 L7 1�7 .t7c' stsU it Address B ngAddres i I7kS4deZ:LVe Locality A# LaS'iti:^ FSE."ii ®i9 Vii, 31, 3 + By: DON IAC N QRD Building Officia Date:__ POST IN A CONSPICUOUS PLACE wr MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK —' AS SHOWN ON MAP OF 4W4CY54 41AII Z AS RECORDED IN PLAT BOOK 497 _ PAGESAP- OF THE CURRENT PUBUC RECORDS OF DUVAL CO., FOR: NOTE: 6WIWS WKWYN HEREON ARE BASED ON THE ABOVE MENTIO PLAT. ,.P.+►ir Aor Bsrv .vr tori,Swerioa/ i! y�rw►rvswri r..�, .l.�Wii! �' fAsl �� EsOf�MiN T f� O.r'gVN,r�,r 4fA3'E,NFi'r fda AfAWrA#IV " v N N o' ra'qVeY '&/44f o • � of � w - 0 � u! 2 91994 'Coilding and Zoning til o• S. *15 W91. �rf�/ �'V 44 4AW 7- ,Ar CET` of / 7 �` ` � 01A.' f sut�ainS date , f1 / I��CN gslple fo nd.& s Hea�goe G fob Pdd{e Pr=�l(" 1CA� Fire Fab 1K1n0Pr Pter El lop M �Wne�'s �NC�ETE �omP��a `'ewer l�pl kG Foot n9 F na lNSp�C�l�l1 F�idaY giab �p ThUrs. wv( tte Goof n9 'Ned. A A insu�a��on TO 'tUpS- � � 1 c P of p�cupanoY Mon. `nsped�on Mgade lfspn CITY OF Office of Building Official REQUEST FOR INSPECTION date Permit No. Time A.M. Received P.M. Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 7 Fooling Rough Wiring r Rough Ej Air Cond. & Re Roofing = Slab Temp Pole = Top Out E Heating "I—lu 177�15 Lintel L, Final Sewer E Fire Place Pre Fab READY FOR INSPECTION X A.M. e ues, Thurs. Friday—P.M. Inspection.Made P.PctC,,r___ mal Inspection Certificate of Occupancy Date CITY OF >'�tla�rt�c �eac! - ��ivcida 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE TO: hater Department FROM: Building Department DATE: // 0 Please.be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address r � Sincerely, Building Department D c9a CD 3 m n 7 n 6 N -l .G � N d o -O 2 W m O } v :W :3 '7 a s,7o b 3 70 � CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Adaress Date Heated Square Footagelow' @ $ s' C�D.per sq ft = 02 � Garage/Shed q @ S c a per sq ft = S (0, Carport/Porch I y _@ $ t U per sq ft = S _ Decr @ $ per sq ft = $ / QQ Far 1 al @ $ t�, Q per sq ft = $ CJ TOTAL VALUATION : $� Total Valuation 1st $ 4'O 0 00 Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ 20,3776 9 + 1/2 Filing Fee $ 2-z -0- ( 1) Fireplaces @ $15 . 00 $1J vim^ BUILDING PERMIT FEE $ �,q 3 WATER IMPACT FEE $ y2 Com,CYO SEWER IMPACT FEE $ 1t�? . U WATER METER/TAP $ '�L}U CAPITAL IMPROVEMENT $ SEWER TAP $ V697-) RADON (HRS) . 0050 $__ SECTION H PAVING ( ) $ ��— HYDRAULIC SHARES $ CROSS CONNECTION $ �( } SURCHARGE . 0050 $ -OTHER $ GRAND TOTAL DUE $ CLQ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY : -- --------4------------------------ ------ ------------------------------------------------- ------ � -------------------------------------------------- ------ ------------------------------------------------- ------ � ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, C;lt 44'j BUILDING INSPECTION DIVISION cc: FILE TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address LCR_ , SAsa a�.sealxx=exx=xxXAxkxexx=vd x606cxf k,1x4x ami. Please update your records accordingly. (Tha; BUILDING CLERK CITY OF ATLANTIC BEACH /vcb lJ ...• 00-0 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL RERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_, _, 14q gll IMPORTANT NOTICE: , IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES, .i 2� �G/ /C. Vii(/ �'�'�� ��''f✓���l' ELECT ICAL FIRM: MASTE13 ELECTRICIAN EG 7 JgURNEYMAN NAME. �eS_ _ADDRESS://R Z/���-*rj ' e �� RFD BOX BLDG.SIZE BETWEEN: RES APT.1 1 COMM.( ) PUBLIC,( ) INDUS.1 1 NEW OLE( 1 REW.( ) ADDITION 1 I TRAILER ( ) TEMP.( ) SIGNS ( ) SO.FT. SERVICE: NEII{�>�f- INCREASE 1 1 REPAIR l 1 FEE CONDUCTOR SIZE AMPS i COPPER ALUM. WITCHOR BRE ER AMPS PH -3w[-e-f54OLT RACMAY-3w[-f540 EXIST.SERV.SIZE AMPS PH • W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL -- Ft-9844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH j i i PEiT' INFORIiATON - -_ �__ ._ LOCATION INFORMATION P rmat Number : X31 A�c� �s� 1 85 LINKSIDE DRIVE unit T MECHANICAL ATLANTICBEACH- FLORIDA 32233, M'L ass c�z NEW LEGAL DESCRIPTION,-__ OTiSt r .' Type; WOOD FRAME L��t t Block: �NO�ion # Pt Posed Ose: SINGLE FAMILY Township Dia '1I4nes : I Code., 4 Sub V ion: ` $ELVA LI'NRSIDE } st a t e d Value: x .00 Tmpr v z Cast .00 Tal 5Jr.0'O ax` 1 .Ot < Work NTRaL HEAT ANLL AIE IN TION =' ." -` "_" APPLICATION FEES ._ . PERMIT $51 .00 ' A ess $"SIDE DRIVE WAT IMPAC FEE 50 .00 ' CII r FLOR I . 5 P FEE s9 Tim RADON AS_H.R.S,. 50.00 T ''" SON -_- -- - RADON CAB, . $ $0 .00 Ne AN CAPITAL � res °4 SEWER :.TAF. $0 .00 JA }' CR08S CONNECTION $0 .00' L °+ SES" H 'IMPACT FEE 'k-0 0 "''+tVST.SURCHARGE i;Lwotl rate C�� office Op 0ie MOTES.: Q&FST F 9a�� . 9 f owner's ✓o b q OO Q f�0 eU/<e S , a.M NSpFc� p Rean'/ng � tnS4t�onng pernt N 41-11 C Sabring t Ginter E� Contra trns0eotoAo�F�'TF1/C °rOr n °"Ctor tiraaE roes Fnenlp oWirtn� at e p —� gFgOYFOA Q wea '�SpF , C Top Oh ;E,ANG!MUST BE BUIL�?n>. 'z Se of C'OA, wer L� MFC CLEARED Ur „ C Sir h'Ary/ y Co C /� / ..��+,. Firearng a � A` O} iice URE \AM pre ab Ce f ESULT IN T H! PRO PE RT Y O � penal to praa '��E N f S. Certit/°atS'Dection p. e � Oat oto �j , ISSUED ACCORDING TO'APPROVED.PLANS MINI e cC4pan 1CT TCS'AF-YOCATICSN FO VIOLATION-OP APPWCASLE"PROVISIONS Of LAW. °y ATLAPIT BEACH BUILDING DEPARTMENT e^:,CRYSTAL:` / 194 00 i eipt: OV3% B BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC [#EACH ATLANTIC BEACH. FLORIDA 32233 APPLICATION FOR MECHANICAL- PERMIT CAia-IN NUMSER� IMPORTANT — Applicant to complete all items in sections I, 11,,111, and IV. LOCATION Street Address: _ r .. OF Intersecting Streetu letwe•n ► >(./1 e L./ And M Io t 1 ( c– WILDING 1 ( / 1 O SYb•djrlsion t�> 11. IDENTIFICATION — To be completed by all applicants In consideration of permitgiven for doing the work as described in the above statement we her •• by agree to po•Icn slid wo•i With the stt•clvd plans and specifications which are a part hereof and in accordance with the'City of Jectsonvil'e ordirarces a-a s'e-ze•as of good practice listed thoroin. Nese of Mechanical l Contractors coakectoi (►ria}) 1 ( Master Nameof ►roporty Owner 3 Stgaeture of Owner Signature of or Authorised Agent Archilect or Engineer Ill. GENSLAIL 1NFOWATION A' yyp!/g Iso•tinq fuel: 8. IS OTHER CONSTRUCTION •ELME ON Electric THIS BUILDING OR SITE T Q Got—❑ tt ❑ Natural ❑ Control Utility lit YES, GIVE NUtAS� CONSTRUCTION 0 OR PERMIT ❑ Otf►er --. Specify IV. MiCNA WAL EpUI►MWT TO SE INSTALLWNAjURE OF WORK We((►ro• e complete,lift of componeaM on back of this form) 7 Residential or f Commercial GJ Sol Q Space, ❑ Rocanod C>/Centnal O Roar 0 New Building i Conddioainq: ❑ Room Contra) 1/ 13 Existing Building O-D.ct Bretons: Mtloria f F l TUU ,N ,0 ReplacemeTt of exls!ii<g system Masimum upocify � ch.. )[2 New Installation(No system previously Installed) ❑ Refrigeration ❑ Extension or add-on to existing system 13 Cooliaq lower: Gpe,cityO Other— Specify 9.p.la. ❑ are, tpriaklers: Number of Is"A n $H3$44� 8 DEPII WMENT OF BUILDING CITY OF ATLANTIC BEACH { PERMIT INFOPMA 100 - - LOCATION INFORMATION err i`t Numbers IIT + 1 Aoir _ "'NKSI£�1I'. DRIVE BEACH, FLORIDA 322, 3: "3 s of W k', DESCRIOTION St;BanFrp ,�6sed Use' c 1A LINKSIDE Es tmat + Val. I Improv. Cas Total Fee; i F I f 'Pint .. �. u h E ",Work D ANO .� rlt3Pt FEES dr FEE $0 .00 j 7 T )VE. a N Off. cars X02 {3 ,, ItE Li ng : "I OD `ION It } € r� 'va 00 FEE . RG „# a NOTES: r . NOTICE-ALL CONCRETE FOAMS AND FOOTINGS MUST PE INSPECTED BEFORE POTlRING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CI EARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER .r _jzFAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATIQN O APPLICABLE PROVIS!ONS OF-LAW. �- ATLANTIC BEACH BUILDING DEPARTMENT #05M 14 000000000 000000000 RCptt �7 By: r �ttS 19731 CITY OF ATLANTIC BELCH APPLICATION FOR PLUMBING PERMIT JOB LOCATION• S/ OWNER OF PROPERTY: 1� BUILDING CONTRACTOR: PLUMBING CONTRACTOR �nN HARRIS AND ADDRESS: r. `�.. 2r, JACK,,j a ,LL.L, L L210 TELEPHONE NUMBER: (904) 772- 090;0 CFC-- O 19 19 4 STATE LICENSE NO: ' TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS ,2 BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTH ��' TOTAL FIXTURE COUNT. x $3.50 + $15.00 = $ -- - - --------------------------------- ------ INSTA LATION OF PLUMBING AND FIXTURES MOST BE IN ACCORDANCE WITH THE MOST RECENT EDITION'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 A , oe -h N > kp; ' u OEPA EHTOf SUI DI ® r- '1t#1 �► ATLANTIC 13EAaCH CIT i A,4 f �r Fw mit ;q�+,� yERM +h� * Y;L` y TION K+NRN5 ` gaff ATLANTIC BE CH, FLORIDA ,��" , ' F �. i t TYPE.. BLTI LITHO I Lot; Block . SLEGAL D ta rr I ons t~r Type.: ,HCOII 'RAH a posed t1,s SINGLE P'l L Townshi t. . RNt3 . LIHKSTL2 *• �" "' Tr d �a1k Vx + �n R : SL' , 010 v , P — $2834, 47 . .,' �4' 'Ti �- Oxf FEES" x � Ad CItT lR IVR SJTH H T P'AC FEE 130 ,40;d { Y+ Z. 44, 45 RADON GAR-0-,H".R � ,83 _-- NF �-. ~ - _ AM$ CAS 5 RC1��� �R Ar AL 114 � � ,; v .. -v, ;..,_. M ;T P", � o,tai so 00 CLL FL 32216 H OHR'E£C'TIOI� ,ttktl�" " O -1 Type: 5 4 -� W 77!77- 7T �µs. ss' N 1 4 4 Az by ww NOTICE-ALL COKCRET# FORMS AND FOOTINGS MUS'�.RE 1thISt ECTED 84PORI:POURING , PERMIT VOID SIX MONTHS AFTER DATE�F ISSUE BUILD MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MAST N,OT BE PLACED IN PUBLIC SPACE,AND MUST SAD. All€ :�#Al B A4�A '•ByyE1,ThlE CONTRACTOR C DNR f " AFF/ I'LURE TO COMPLY WITH THE MECHANIC �" L1, N LAW CAN RESULT 1 '� Tl� . PROPERTY CSV 'NER`PAY`ING TWICE FOR BUILDING!I PR VE1 ErNTS." ISSUED ACCORDING TO`XPPROVED PLANS WHICH'ARE PART OF THIS POAMIT AND SUBJECT TO REVOCATION FOR V1CIIAIIC)N 4F APPLiCABt;s PROVISIONS OF LAW. ALAITBEACH BUILDINGT I� WO.00T VOL 18 3 1 PUU / 4b RI NAN CIAO PRINTING CDv11kWY OFFICIAL RECORDS N N M flotice of Commencement (1[[►AR[ IN OU►I,ICATp v To whom it may concern: a > The undersigned hereby informs you that improvements will be made to certain real property, and in 0 accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE N OF COMMENCEMENT. Description of property ate t r P, ";_!� a �- ------------f I ` ' •---L_�_t�_ICS i_t�C'--L�------- �'== = =) v According to plat thereof recorded in plat book-W7 pages .H ofthecurrent public records of Duval County Florida. - NGeneral description of improvements u Construction of Single Family Residence with Garage on concrete slab Q -----------------------------------------------------•------------------------------------------------------ �' Centex Real Estate Corporation Owner --------------------------------------------------------------------------------------------------- a 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 Address ------------------------------------------------------------------------------------------------- 1j Fee Simple 0 Owner's interest in site of the improvement ---------______________________________________________________. M o Fee Simple Title holder (if other than owner) _______________________________ _____________________-_. N �D Name ----------------------------------------------------...-------------------------- - - � �x.r b, Address --------------------------------------------------------••--------------------------------------;c Q D x some as owner -Z= Contractor -----------------------------------------------•-------------- - ^'c-'C' - --------------------------------� = Cil h Address ------------------------------------------------------- -- �cr'�C) C11 ., '+tipca N 0 Surety ( y) ---------------------------- r-.(/)M if an --------------------------------------------------------------�' CJ1 s~ �4 Addiess -----------------------------------------------------------------Amount of bond $-------------- Name and,address of any person making a loan for the construction of the improvements. Name ----------------------------------------------------------------------------------------------------- Address --------------------------------------------------------------------------- -- 'r rn Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other d '' tsx may be served: ' Arthur Day w :� Name ---------------------------------------------------------------------------------------------- ----- ?1 A 6620 Southpoint Dr Suite 400 Jacksonville Florida 3221 CD Address ----------------------------------------------- C� Cn In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided i.. Sections 713.00 t21 [b], Florida Statutes. (Fill in at Owner's option). . Name ------------------------------------------,. ------------ ----- ----- ------------------• FLOODPLAZN DEVELOPMENT ZRFORMATION Type of Developments... �� --------------------__-------- Flood Zones Required Lowest Floor Elevationj_ 1 0 __,�__-M Zf building is located within a flood hazard zone, a survey must be made AFTER THE SLAB NAS VJMH POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on Yiie with the Building Department. COMMENTS: • Applicant Aek `%nd that the issuance of this permit odr bove information being correct and 9T�e° "vta have been or shall be provide eOe;� v'1 -ith all applicable provision Qa ` other laws or ordinonr IN O i RPIq ��tiC>' Dai s�/aro �9 Z A 2i ®9 o - .y /'001S MOo � o0 o SAF oa/ C'T/ ti 0 e1 cr°r 21a �;r R,4qui . Aq Buil, �Qa �/ti Survey Fi \ sA�cTi Oiy �Fo Building Departrsen \A � /Yo e o°°��ti, ejr;r iso aay ab e � r ri dre QOf�°� l <7 ♦ \ cc4110 A 2! ym Department of Community Affairs SN' 5481, FLORIDA ENERGY EFFICIENCY CODE FOR BUILDIr,,IG CONSTRUCTION FORA 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME : LOT 84 SELVA ; BUILDER : CENTER: HOMES AND ADDRESS: 11 '%5 �k-'-\VL ; PERMITTING ; CLIMATE A��Aw�T� ��+• � : OFFICE : iZONE : I ,' _: 2 i .i OWNER: Com.,-ems PERMIT NO . : JURISDICTION NO . Zb 11 o O CK 1 . New construction or addition 1 . New Construction 2 . Single, family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily-No . of units 3 . 0 4 . If Multifamily , is this a worst case ( yes/no ) 4 . S . Conditioned floor area ( sq .ft . ) 5 . 1945 .00 6 . Predominant eaves.: overhang ( ft . ) 6 . 1. .50 7 . Porch overhang length ( ft . .) 7 . 8 .00 8 . Glass area and type: Single Pane Double Pane a . Char Glass 8a . 0 .Osgft 250 .00sgft h . Tint , film or solar screen 8b . O .Osgft 8 .00sgft 9 . Floor type and insulation : a . Slab on grade ( R-value , perimeter ) 9a .R= 0 .00 , 207 .00 ft 10 .Net Wall type area and insulation: a . Exterior : 2 . Woad frame ( insulation R__value. ) 10a-2 R=1.1 .00 , 1.449 .00sgft, h . Adjacent , 2 . Wood frame ( Insulation R--value ) 10b-2 R=11 .00 , 149 .00sgft. 1I .Cei.li.ng type area and insulation: a . Under attic ( Insulation 1.1a. .R=19 .00 , 42 .00sgft a . Under attic ( Insulation Ila .R=30 .005 1944 .00sgft 12 .Air" distribution systems a . Dusts ( Insulation + Location ) 12a . R= 6 .00 , I._rncond 13 .Cooltng system 13 . Type Central A/C SEER; 10 .00 14 .H titin>, : ,,-;r rn 14 . Tye_... , Heat Purim HSPF=' . 7 .0t.-) 0t.-) 15 .Ho't. n, 15 . Type " Electr i _. EF : 0 .93 16 .H,---)t klat er r it, ( HR-Heat. Reco :e'r y , 16 . DHF'--D,edicat:� d lHeat Pump ) 17 .Inf iltration p-ract-ir_a . 1 , 2 or 3 1.7 . 18 .HVAC. ( CF-C ilia Fan , CV-Crossvent" 18 . HF-Whole- hou _ fan : RB-Attic radiant ;j r r i r- tai 7-. M�.�l t i Z is n e ') 19 .EPI ( iTil_, st not: _ :: : ._.:i 1.00i, poi.nt. ) 1.9 .. 98 .39 ca'�:] „�• . 11 Total C'] Total i'� ti ��_3-�.l t points i32741 1 o t.a l B a p o i n t.-- .,'.' 2! S .2 S I Hereby tify .t iI t til-e R`:a ..•l".w '� t.ii'�-.' plan:: r riGI `Sp ifi�tiat Lons i' Spic ),1�1.c.cit.i. G✓ r Y" i Ib-y` tlhia calcu- over d y this calculation indicates lati+)n L Like i f� L 4 C- y it 11l �Cl'i fi :,il_ vi- th t..,; rn 1tr;;Yl_ L',iit 1 tII 1C)-i diz Erl+ r"'7, Florida Code- B431 ;S F: C?1'f'w,t`i'L1 t ii n i.:-w compl�'t:-;d / 4 rfIir i)I_I.i. :ii1"t' 1Jil I i)e i1ispe tcCi ( >i PrtE 'ARF D +Y /gas-+,,WQAQ/W F} :t,ffl} �, l- till J.11 �z CSC rlc ,: w1.'tIL sS Ct1.Gn DATE - r h3 :'i iii � . I L h;_+ in comp).J.< $'t C,:::? i.�l), t,V'1 t_I I r�1 i" 10 1' i V_1%i3. E n e i':>x 1 Cod?. . 1 V OWNER./AGENT EE;UILDINC 4_,1i"'F1f.,IAL : DATE: 'Z t ' ; DATE . Department of Community Affairs SN: 5481. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Bl.-ii.ldi ng Performance Method A NORTH PROJECT NAME : LOT 84+ SEL`JA : BUILDER : CENTEX HOMES AND ADDRESS: PERMITTING : CLIMATE 't"-X\-4* ti R>t '1 iOFFICE : ', 7ONE . 1 : 2i _i 3 :X11 OWNER: G e ; PERMIT NO . ; JURISDICTION NO . Zb i i o 0 CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily-No , of units 3 . 0 4 . If Multifamily , is this a worst case ( yes/no ) 4 . 5 . Conditioned floor area ( sq .ft . ) 5 . 1945 .00 6 . Predominant eave overhang ( ft . ) 6 . 1. .50 7 . Porch, overhang length ( ft . ) 7 . 3 .00 8 . Glass area and type: Single Pane Double Pane a . Char" Glass 8a . 0 .Osgft 250 .00sgft b . Tint , film or solar screen 8b . O .Osgft B .00sgft 9 . Floor- type and insulation : a . Slab on grade ( R-value , Perimeter ) 9a. .R= 0 .00 , 207 .00 ft 10 .Net Wall type area and insulation . a . Exterior : -2 . Wood frame ( T.ns�u.la.tion R--value ) 10a-2 'R=11 .00 , 1449 .00sgft b . Adjacent: Wood frame ( Insulation R-value ) 10b-2 R=11 .00 , 14E9 .00sgft 11 .Cei.li.ng type areaand insulation: a . Under attic ( Insulation �].la_..- ) 1.1.a .R=1.9 .O0 , 42 .00sgft a . Under attiC ( Irr;UI.l iti0r-1 R--value ) 11a .R=0 .00 , 194 4 .00sgft 12 .Air distribution systems a . Duct; ( Insulation + Location ) 12a . R= 6 .00 , I._tncond 13 .Cooling .system 13 . Type : Central A/C SEER; 1.11) .()0 14 .Heating S--stem '. 14 . Typ -. . Hleat Pump HSPF : 7 .�.,') 15 .H0t w a te r - , ;ste11) 15 . Types • Elm Wtr :. EF , 0 .93 16 .Hot l.1< t r r _ i:itr, ( HR-Heat Recov ry , 16 . DHP -Dedicated h kaat Pump ) ) 17 . Infil.trat.ion pract-i.ce : 1 , 2 or 3 1.7 . 2 18 .HVAC Credits ( F--�.�e:i1ing Fan , C'u•-C,-o; _. " ent , 18 . HF--Whole, hou s fan , RB-Attic r-a.diant. b a r r ier" , MZ.rt"!u1t.izone 't 19 .EPI ( must not. _ x:c<_ed 1,0 .nt_:a ) 1.9 . 98 .;g F= - ta . Total �:;-C'u ilt point_ 1`-aa . 32 74+1 . 11 b . Total Base point._ 19b . 33275 .25 --------------------------- I Herb;' -ei-tify that t.h:� pl::arl7 carer,;:; ; R�`� .i :Ud is t.�"rw planS an'.;i Spe'..ifi', -Itiorls specific: ! L HNIFIM PLI&C I ION MY 1 1`1L CURN'LIANUE uHLOKLIG ! *i' REQUIPEP' EN1 3 FOY LAQH PRAC rlk[:-' PRACTICE v 60n CM41 W! YH ALL MUIPANnN PPE%PIPTIVES , 0 CFM va�t of 3VO51. �00 niM Aonludo . �Kdin Voss Ma A i mum J f sq . Q . of Vul 11 j i l'i b be vu ) i, "wj wann; -n ipped ov h v j c WK0 nook 1 . 1 COMM, Wilk 111M TIUL 41 AVU III FUL401ARM E t a v i a I Wa 1 is rup P ho 4 a L wo .,on lod 1 v i a n H Low pl.wfflnul Kiwi COMM ul b" Awd in, WOM 000 . 1 K IM hil iUH— K 5 �Pan _ want Lquipp � wit h ' u ion and 1 u:- damp�vl - WOUSL rano 0% 1 Equi P4 A ho 1 ! 1, TAMP&I OWK41 1 �A dow 1 "S no- !a "A W010; kiwi do! S) Svomo plov; d: with YMLSIA �-Vuwitka" oil _Vpy jilocl- VOW IPIF;�EWRIPTIVU vfcwunc� QUM k m, � Yvv� d-d hy 0 ) 1 v PC i donc ez 30 v iAvjv ; in Tablu 0 -11 , 0, 1- Mai pod ArGAL W�jkk ! ( OW" Lljl uy MAC ( 0�v ) MYS1 K; pyovided , Extcr = l ov buili: wNwino Pools 0 J.L 1 _PWS " Ild K' " 4 A ( -IPL A opf j�. ':� c , ' ! ;'i ...i , ;k�As mu [ Ova a vamp 0" KoW CPO p0ol K�jVW, S MUS4, h6VI a KAMM IKOMA. P Ht WaL" c VION wa. A h_ 1 W�! IiUaj to ow awl khon Ai , cistribuLly,l 610 1 A 11 AOLO i tr n Hl� o h0llS I. nqUiPMOU d"d 1 moil, "'� !, i I"I L'" � " � ! i)and � "1 ) y " L nm Va . 0,01 . yl ulat"d ' "d aska ! lod i " jnourAh - with 1ho ci 1 L a 1 1.:' Of I W H 01h buoto 1 " unnunjiti,nod Miz Mum bo � ,v .Ilz_ . _ . 6 til nlmum of P 0 Ali 116ndlors shdA, 1 Iw1- n� ln.[S! a , LAWV unless in MoUvalco,i nu, D; ou 1 omn L Vi CM jO� n WMMPH -0 H& 0 P- k 1 4 to A 0 1 1 4 4 C oil VC4 4 t 1 1 1 4 1 2 SME GUILI -- - Hl L nN WILN AM A qpm 70V v 0 1 7 PA c kv 0 DUL I LP E ky! 3q j A 2 -5 Q 520 L CL r 1 n 1 Q 3 'G lq5 tn., J A p E;`; I'M NT 1 Pu 1 VA T 1 N 7 250 , 00 3C rkIN 5 p M p 0 1 N 1 i 1 r 1 i" p I. 1011A x WK, 1 r 1 . 0 Wa 0 p woo 0 V 21 Z QG . 1 L0 10 WA 1041 'o 1107 0 y n t r P. IAI L r 4 A 1 j IN .0 15SO0 .0 P1 k iv 0 A- Jc Z9 an 20 z 1 1 TOTAL SYMEM C96LING fWAL cAP LUC ; �WM WLPIT CwGLW,, N 1 1, w ru 1 NA RAI lu MUL. T ov I I- 'I' r-I f!;- 1 T ., ' 07 ) 1 ,040 , 16 ov � .; n 1 .00 1 , 100 WW m up 1 L 11 As UA 111pyl pa I 14,r U 10 2 C 1 c CILP 20 W DU 7 L P - - 06L 1 J.N 1 10 'Q 1 .00 UOP TOTAL nLAn CIA ARB . 10 -Ob .00 203 M . 00 T'j N POINT b 1 vi IF- nij 0 knouls, LULING6 L 1 Z &O MA U TPA 1 19N - TOTAL WINIER POINM MAL 1 Un!T 1 rK, M' WQT x WaTCM x MEW MAIM, WTH FIF5 KIM T W 110 1, CONK 404 RA ! 10 1110, r HUL C MJW PWNT ' 17 , 02z . -o 1 , ! D_ n000 wmn .s i 1 11 A L4 1 4 1 v 1 I1 i 1 1 1 4 1 0,4 v 1 r 1 v r ! 4 4 1 V! CA i 1 , 1 1 A A 1 11 w! TO! AL 1 nvy vu kly: a 1§15 r.II l f GPEDIT 1 ktl SE Phol PAT 1;. MULT .000 �000 K joijillb?' 414 it ? ; TARAjol kill I hllj , y ; tjl 1 it ! fillf ; 14 4 fi4j ; V14 ,111 : 1141441 it 1 Ki EASE C WE 1 r IG MAT 11 ov 1 !GT WATEP 1 Q! AL IT& UK 1 i PC PIT 0 PC, Id T F101M 0 ra 1 V1 v r 110IN F POM T 5 p nk!Ak & HEAT GAIN WAT LOW C(A ( �CAMY Wa% FLA "PUK ) DATA FILE -� W':JTJ-J- _r PICIP H L D 11 1 ON1 r .......... ......................................... ............... .............................................. .............. ...... ........... ....................................................................... ................................................................. ..................................... ................. ....................................... ... ........... ............... ........... ......................... ................ ......................................... .......... ............. ....................... .............................................. .......... .............. ............................................................................... ................................. Condit loin d Flo"r A;00 1 CKA" Wok P- 110 -"" 11%, conditions Wrik MUM Cut jo wintec W Y LU ! "dour NOW, 0, ; Un 1 L. wink,01 thoLual ) QMP .Diff ' WOU , Tamp , W 1 w1 d wuLdwai oumm': v CUU: OuLdowr Summer WOL BUU'' Outdoor bummor Hum . Ratio Of /Lb ind"u, Summer RAWLIve Hum . lojc::�( '-�,UKlin. r 900i;w &I 'M 1 ndoo c 5ummer Dry UUM 0 1 wdowi 5ummov We L UU U. 3 Cog . F q khctual ) Tomp .GTW. 11-1i'lim" 1 ( Us f V Tamp J i F r HM f NO WIMAK Y 70OF GA V COOL 111C. Q E T 0 T A I- : TWUQ WFU MOIOLE Mccumvin n � fw wr owmh e i Pco . OPFUIANCE MG • . II-. 1 L c 0 101AL LAIM 11MVIULC 1 I-MM 20% CVLP31ZC FWFOF : Cc! WND QVK�M MP ; 0007 , 11:1 OVER�17E . n�.n ; UM , ; 10% OvLk�ITL 12342 .0 ? LWHIPMENI KLUFMN - I .'ROPERTY .DESCRIPTION C I T Y OF �tl�c teacls - �fozcda .ot ar_ q__Blcck 0-------- 'L 7160CEAN BOULEVARD ection IP.O.BOX 2S ATLANTIC BEACH,FLORIDA 32233 1ubdIvialoIss °� V\�_ clp— TELEPHONEViOt120-2J95 Street Home *- ` , DESCRIPTION OF WORK sr Addreaes__ L `�'6 s __ It in a FLOOD HAZARD 'lood Zones___x______---area complete page 3. grief �,���G Descriptions_ \N\ P S Clues of Works �r (New/Romadel/Additionl__. G Itis :OHING INFORNATION Type o • Construction, �t- 1N\__ �'g :oning Proposed listricts_ ______Uses___,�__�____N.._..r..... Estimated Value R___________________ :xceptions or , 4round"2 ariences arantedsa v!A'y lid or ----------------------------- lled 2 1994 oJ!-C� Roof, OWNER IMFORNATION Building and ZoningMothod of Meetings z e—t- Property Owner s "rC._-------- �_� ..----- Phone Nailing __��. ee�� - --- Address_� j O V F� 1 Q� lJ �/ -c� 2 \F'(�p- _.__....----_.•_----------- zips �----- CONTRACTOR INFORMATION Contractors V�' N,C�'-� Ldp L, >�`�hPQ_ Nailing __ Phones � (� `l._ Address, k+ �. � `1� O t 1� . �Q9® � +►_`) ���e ___ -� _- - _--_1--_-_- Zips Expiration License Nusber:-- ------------------s-J--T---1--------------- Date:-------------- I HCRCSY CCRTIrT THAT I NAV! ROAD AND CXAHINCD TWO APPLICATION AND NNOW THC SANG To se Tsui /r AND CORRECT. ALL PROVISIONS Or TNN LAWS AND ORDINAUCCO GOVERNING THIS Tire Or WOOK PILL A£ CONPLICO WITH, WNRTNCR SPccirlCD NSRNIN OR NOT. THC GRANTING Or A ►CNNIT DOCS NOT PRC?Un£ TO `7� r GIVc AUTHORITY TO VIOLATE OR CANCEL Tot ►RGVISIONS Of ANY FEDERAL. STATC OR LOCAL FULM 4,,_ ��• 02OULATIOM3, OROINANCcl. OR LAWS IN MANNER. INCWDZNO TOC GOVERNING Or CONSTRUCTION Oa TN£ .,t• PCRrORMANCc OF CONlTRUCTION Or !Nc J T. uNorRSTANo THAT THC tssUANCc Or THIS r£aaiT is CONTIMOCNT UPON TNc ASOVc INPORNA ON tic NO R AND CONIICCT AMO THAT THC PLANS AND SUProaflNc ,aA DATA HAVE lCCN 011 SMALL' Sc PROYI AN OU I CD. ..r I . Owner Signature ___ _ -__ _____ Date • -• _ q Contractor Signature_,,___ � -------- -------Date---------- 4 ZI .. ..YA.:..,...............�__.._._.. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233—TEL: 247-5826-FAX: 247-5877 INFORMATION. , ., -' LOCATION'"INFORMATION Permit Number: 22179 Address: 1485 LINKSIDE DRIVE Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: 11,677.00 Q.WNER INFORMATIQN Date Issued: 6/16/2001 Name: LAWERENCE W. SMITH Total Fees: 105.00 Address: 1485 LINKSIDE DRIVE Amount Paid: 105.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/16/2001 Phone: 904 543-0451 Work Desc: PATIO ENCLOSURE CONTRACT R $ sAPPLICATION THE LANEY COMPANY r PERMIT _4 105.00 g, e w +ter ,_^+ s r �'; _ J S� � +✓' i F...2f ate T FyN, 3'ila .AN IivY. RC .s' / ..yam N" FR 50. _ � Y � S y a f J :P. E lig xw NOTICE1, INSPECTk1k TT BE REQUESTED AT LEAST 24 HOURS PR1C�2 TO INSPECTION BUILDING MATERIAL�RUBBISH D I~tEBRIS FROM THIS WORK MUST NOT BE P CED.IN P.�lBLIC SPACE, AND MUST BE CLEARED UP,AND HAULE[, AWAY BY EITHER CONTRACTOR OR OR "FAILURE TO COMPLIFwit!44 TF ' -GONSTRUCTION LIEN CAN RESIT IN THE PROPERTY OWNER PAVING T t,;E B tMUGMVEIAENTS ISSUED ACCORDING TO APPROVL ,PIIS WHICH �RP/1RT t)F TI AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROt€�iQNS $105.8014 ktes;S 6/26/9181 Receipts 37 ATLAN BEACH BUI ING DE ININUM1911111 86168883221688 5437 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address lqgf J— /-/AJ�<S t 06 �)A, Date 6 -/6 - 6 r Heated Square Footage @ $ per sq ft = $ Garage/Shed �� @ $ per sq ft = $ Carport/Porch A _@ $ per sq ft = S Deck @ $ per sq ft = $ Patio d @ $ per sq ft = $ TOTAL VALUATION: $ (D $ Tota Valuation 1st $_L�_Q o / G ? 9' sr — $ Rema f ng Value $f: p6per thousand or portion thereof TOTAL BUILDING FEE $ $d + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 ., $ O BUILDING PERMIT FEE $ ,/ 0J� WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ 4 ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ 0j ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : CE1VF CITY OF ATLANTIC BEACH RE: PERMIT APPLICATION REMODEL, ADDITIONS, OR At,��'EApNS MOVING,DEMOLITIONS►►`"' � qg City 0f Atlantic BOG- Owner(s) : LTJ r guiidinflt and 7,00 ,p Ga.�°MC�L �cd i Address: j i� _i, f%0P 1 �• Phone: f0k- ,S y3 Lot # _ Block or Unit # "'' Subdivision: Contractor: State License # cC -GD�O 3s Address: -,1163 Phone No: 96 CitydbcyiAle State �� Zip Code 3L2.-/o Describe work to be done: )og_kg ",e(?— Present use of building: /7 � Valuation of Proccsed Construction: 1-464,2 - Proposed / 606,2 - Proposed use: 14 �aoA l Is this an addition? c°J If yes, what are the dimensions of the added space: l j ft. X ft. Will- the added area be heated and cooled?—/v/0 New electrical (or increase) ? & New plumbing fixtures? jjC) New fireplace?,JtNew Heat/AC? iV/ SUBMIT THREE X024ERCZAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF C0HME27CEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER Date: 'az� Signature CONTRACTOR: Date: -�-z - o� AJ J� Sworn to and subscribed before me this+dav of��,Qi� • NOTARYc-5UBIXC ST E OF FLORIDA AT LARGE ICHAEL KAUF'MAN w M MY COMMISSION#CC 861599 EXPIRES:August 9,2003 '�'Rf 4• Bonded itnu Notary ftbkc Underwriters Notice of Commencement // Book 10018. Page 1247 State of Florida County of Rc. sa,/.• & The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with Section 713-13 of the Florida Statutes (Revised 10-1-96), the following information is provided: oc# 2U01ii3fs1E,c`' og0F.. { 018 Legal Description ofPmperty: 4aT Sw f' L& " -r/k& Filed 6 Recorded k y 7 &�S c�f �Ff'{-S oF01 12:51:32:51:32 G'M 3I� FULLER V CLERK CIRCUIT COURT UVAL General Description of Improvements: A �vC-1os vK� DTRUS COUNTY RU5T FUND $ 1.00 RECORDING $ 5.00 Owner's Name: L.&444-e-C f M . Address: City: ktiik I' sect•. Trpcode: 31-233 —r Owner's Interest in Property: ®7vk_•p rte' Fee Simple Tide holder(if other than Owner): Name: 5 MIN. RETURN Address: PH0NF - L -4 Contractor: lKe-4A `s-` 0-a' Telephone: (904)--415r1j Fax: (904)3 9 C-1 US" Surety: Not Applicable 14 Lender's Name and Address: Not Applicable A Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: �S Name: Q. Address: Telephone: L ) Fax N4 In addition to himself, owner designates the following person(s)to receive a copy of the Lienor's Notice as provided r4l in Section 713.13(1)(b), Florida Statutes: Name: Address: Telephone: ( � Fax Unless otherwise noted in this paragraph the expiration date of this Notice of Commencement shall be one(1) calendar year from the date of recording: �41CHAFI KAUFMAN Owner's Name(Prinz ): 45g9 �= EXPii l., :,,,:,t:J. x Signature: � , BotMedThn)Notary kbicUnderwntors Nn rn to and subscribed before me this l-L' day of MICHAEL KAUFMAN MY COMM►SSION s CC 861599 Notary Public: EXPIRES:August 9,20Q3 Bonded 7h Notary PAkk UnderwnWs by: DEPARTMENT OF PUBLIC WORKS Building and Zonsng Inspection D.Ivision ,, a Q • J�CKSON\A��'� HOMEOWNER ENCLOSURE AFFIDAVIT The purpose of this document is to make you aware of any limitations in the enclosure that is being permitted. Typ-e A: An enclosure with glass windows, insulated walls, with or without heat/air conditioning is considered an addition by the code, This type enclosure has certain structural requirements, requires footings and has certain electrical requirements. Type B: A screen enclosure or an enclosure with vinyl windows, is not considered an addition, and has different structural and electrical requirements. If you are installing a Type B enclosure, it may be difficult to later retrofit to Type A. 1 1-6vie 1'j CP— W 1 have read the above, and am aware I am installing a Type �omcowner) A B (check one) enclosure. y �d Signature L -~ (homco r) _ (Date) (Notary)41 (Date) My C o mmi s s i o xpires: i MICHAEL KAUFMAN MY COWISS10N 4 cc 80599 EXPOS:August 9,2M3 �� Battled Notary Undxwrikrs "ImooII I AREA CODE 904 ! 630-1100.1220 E. BAY STREET I JACKSONVILLE, FLORIDA 32202.3401 TO CAM5ekI�lucx ua i 1FlS PA[ m , IM i 2'x4'e�1QG ' � ; T- 7e • suc, SPS o T 5 g a,{.c� • W L Do oot G1 or atter twm eftA spinet Fmisom HANGAR'S•• - _ kw True r 2 X 6-8 *fa sora=vu cah Axtow .............. ' 9X18 �': CUSTommr � LL _ 1 ' 0 `_• w ire.... •.,, ... y1.i..? ^'"CCS '=r R a.► .--,+ 'et F tool _ r �: N : - - - - _t::=' ?— ..- :..•4}t % .moi .ws...it�` _ -. - - d Q 08-05-1993 S I Z E ANA L Y S S S Page 1 of 1 11:25:42 TRUS JOIST MacMILLAN (MASTsit-S1001) URX 1. ROSE (SO100) Project rase: CENTEI IOKES - PLAN 13708 A L 8 Page Title: GARAGE DOOR HEADER ---------- TJSiting", 13.40 ---- 8211ditg Code NER ---------- type of Sale Oistribetion ----- 1193040417 ---------- Application: Deflection Criteria (MR) Member 0se............... HEADER Roof (non-snow load, LDL) LL Deft TL Deft Member Top Slope(ia/ft)... 0.000 Stress Level............... 1331 Spas l L/210 L/180 Roof Slope(le/ft)......... 6.000 Live Load(psf)............. 30.0 floor Decking............... 1/1 Dead Load(psf)............. 17.0 Repetitive Member Use....... 1/1 Partitiot Load(psf)......... 0.0 leimforced Overhangs........ 1/1 SPECIAL LOADS: Live Load Stress Dead Load Midth Starting Point to Hod Add/Rept 1 01I1(plf) 360 x,331 230 11'- 0.00, S'- 6.00' from Lt Repl 2 TRI11(plf) 0/ 130 1331 01 80 51- 6.00, V- 0.009 from Lt Repl 3 CONC(lb) 1800 1331 1140 S'- 6.00' from Lt Add 16" TJI(R)/96 JOIST 161- 6.004 . ----------------------------------------------- S I I 1 A 1 A L T S I S ---------------------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist racHillau(TJK). Allowable product values shown are is accordance with current TJX materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others, have not been checked for conformance with the design drawings of the building, and have not been reviewed by 1JK Engineering. Design assumes adequate continuous support of the joist compression flange. Veb stiffeners are required at bearing 1, 2; and special load 3 Maximus Desigs Allowable Control Shear(ib) 5435 5435 < 5985 1101 RIGHT end Span 1 under 1331 stress TOTAL Load Koment(ft-lb) 25033 25033 < 26215 1051 MIO Span 1 ander 1331 stress TOTAL Load Lite Defl.(in) 0.614 < 0.825 L/323 MID Spas 1 under Live Load criteria total Defl.(in) 1.004 < 1.100 L/191 MID Span 1 ander total Load criteria Spas 1 In. Reaction Total(lb) 4573 5435 Livm(lb) 2798 3319 Assumed Brg. 'Leagtb(is) 3.00 3.00 lax. Unbraced Leagtb(in) 46 Copyright 'O) 1993 by Ins Joist laclilln, a limited partnership, Boise, Idaho. TJI(`' is a registered trademark of Inns Joist MacMilias. TJSising=" is a trademark of Trus Joist MacMillan. v rt� Fo't Oons e ose a� 11 lot 11 ore• 'tho ngtS 0 S Feoeo epattmert of ct Warned o 855to the,otida Q Ntoq e eP ofs totthetbutes lt`c8tton onsibietet 47 ot truss vnds tha e s elute crap tow ate aet�sptepa�e wtth ptottd ttsted b d have bgcootdan -''"�.� ho r��bhateWttd X shy$h Ptet 21,23. atteohe or t'nts to Rk utattot' alproit{essx0otOf 2Of2 •�+� Op t �v +to T ��►�` S;r, ''► „J R E 0 � �W.W uaa"WA 14 w »K ruvies 43MI41M O0wm IS 0/044=00$%AR4 VINO&M I141INAAO 8Vw4I*1QAt,Y M p TMtt OESIM 10 A/4titAUC It 001160 SOMI IMUMS W N1 50,; INDICATES I'ArG.q SYC1W up". 1)_ occICE, W MMI"w3STLMt M6001. M SWM TMAT 161-MWt. 109411CAL LNOIMO AMO CWISUN130M, 14 IKTAtt1T10M AW/0441100 M iW fft)M PCINWaNT, am If W OAUMA"E&Mtt NKSO TML" "VALM WI r w 004140 04It0S pe See KDMM»LMM CO Se" /M 111 t0►two*100" K 1&40400,OOIetO 1111111 W S/0- I41r*pt OV M140 K KtNw 440Opt W ACCO aarox 011« ran"3101 AK"M M 104&*Nil COMMIT M MMA. MSg411.T MOVC 4 MOTION 9000110 411144. SNIM, WEAIMIMS an WWI"WOMEN PAM AT 31•0•e.g. GMOEMt 100 4111"10416"tOeetlM 04^1011014.IIpU4 D4/M OTAAGAM wNNfKO SIT K WATTQNAL V6""NVOOVAL NLVS t toe S34E, IMA Td 114 000 SES, . IM 1111 091101 CpWOOM 10 0~1 101 OE9110 VCCIIICA- FUNtit D80=76 AS10CI4f ISM. 11Ma 2=1 ME 00-17/ 111 Tat MDtTON CANOINO 0W.1.a LA/tOALLY Sum 11twx Is 110411 104 VITAL PLATS COAOtC10 NO 1016SKS AM TMIE Msipl IS SATED M CLAW CONNECTOR FIAM 64V. 9i 1130 IW MAS KIM MS3M ES/O0 T/t 4.000414 0`0000& t/S•961M.I MYOU 00 VACI MI,1600441 Voialk AT 10'-0• SUALTTY STAMMAn00 TOO NULM. CON69004 OUT"$M$Am um M ANS&We%"ON4V. M VMS W"tw. 100TALLA114M AM MME emu Wow 0.0 OUV.i, IN MS MKJMA O/164 141.168 NAV It CV(00 VMIftM IV AW WT, t"4040 KATE-Nits Am Siva M SEE. not w t SLI• win IMIS Dul01. lit ® 1101CATU WJAI 1M LMCATIOM, "is two, w,001C 1, 3= -Odd Web Length Maximus deflection occurred at bottom joint 05. -CONFIGURATION G LOADING SPECIFIED OY FABAICATOA, Plate turned 90 deg, Naxisue Live Load Doflectlon of .191. Index-.333. (LMO72) -PLATE TOOTH VALUE AEOUCED.YY 15%. Typical Panel Maximum Total Load Deflection of .261', Index-,307. fL/7811 -HORTZ. STPONGSACx8 PER PCT-80 SECTION 800 A10. Total Quantity of trusses - i 110 L Cn in 1 i 1 i In vt in t In v� 14. MOP 7 h2l ri fn Tot S►f f0 4 Co 1! T i inn I i v t! R01016 In R-1015 13.51 13.51 P-29.5 L HIS TRUSS ANALYZED WITH PPSA3 y OACES (Left-to Aight) OP -1275 -2950 -3850 -4033 -3489 -2209 0 a EBS -1009 1529 -1322 620 -780 371 -333 -98 137 -559 595 -1041 1087 -1529 -104 OT O 2309 3560 4110 3926 3023 1359 ^+Ytrtdll Of K Ts TYLE: O.C. �ACIMOI laAal►a 1Pf01 TC LUMeE1t DCiC111Riitw , .,. .:.. 41r, -•,,w 10" V-2000 2-4x2 02 Ds 5P _ �-0-0 so 1a ss �ir/s aA1�►c� HBADER I vetoLL aC L~"1-4x2 e2 Ds SP Cus. raft TAiJE TAUiti INC. 4x2 03 8PPM&C Program nn0.JfCTt MAST@19 • ATrA ...,. .....- u t�A�(�owu m 1r er Iw 99vf1/-anew wort a COMfn1 GTOR SU1t1 41 M UGTMAAD OTu"TRICALLT M ml"" THIS olto AP■LIG U nerm son so"Isumay or t» JOS' wt ' &WICAIss tAttAags mamma 1114 PIP.I TIKt 112, Aro PAAIATJI A1Is1w al"Tot, ON VAN TWAT at.wtMl. 109110TICAL u4e106 NO 1nrPI-uu1101, w asT"ATION 00 9At9T1l"e.164 IRAs, 04ftW40). 00 It V "IbO Alewtt 61Ppa r4AA" "1eLIa5 wo r ler 04-1 Mt lcts AN AM r"C11/4p4 To OCA# 1l" 1rt POP OWN 1"AA K LATIR&O 91161230 9111"91 ole' 1961IN01Mr UN91rO 60160 19 906 IM►9000 AAM till" FOR moll"w"RD to TK LAT95T 0it101 I lot MN 51-raft. AAot A OeTTOI%Koen YLICt. YINOKAT14M5 M 116acINO Pbs9M VK=a Al $1.01 e.g. twicki Sri 00KI"9 me 9K91101 KNLICAila"1. 110" Of #YAWN"raLle"Pr K*4110" 1 X wYw MWAWA INAMAs WC n+4 IVA tae 1864 Moa b"I. 1l" lots otuw cow""is amw Vol 091160 W01FIa• roast PUMAPs "S"ISn01. Mt. 9KA nu w-1l" 111 IN 901101 bOM VOLL K tH91114.41 ORA=11000 ar iils roe+trAL PLAIN 91."9148 woo MASS$00 Is TNI1 mall"is 9A399 l"SLOW eeetnan tLAxt City. a Tots 1as5 11As Sur Mile"No Ile 164119610 pow 9n'116110.1 M A%iu M owime 16469-s IPAaO AT w'-0• 11"L11T 56Aw a=ran lft*K$. y Ca"C1oA Putts MAO 444 "so l"ASU"Mae OCT. w 1145 00uetrre. Utrlwlto9 Aro 919 ow"ev+w 0.9 060J. 111 1O NLMW o/ TOO Ift"*4T 1t*A a9 110trite Ir Aw-AT. Y cOat010-PLA19 11X92 l"9 91490 M M. Awls r •ma. iia flus ms14" to In IN01CA19a U0140 MA1101. Axis (VCA. or rau 1. "Odd Mab Length Maximum deflection occurred 6.72' from the left end of bottom panel #4. -CONPIOURATION G LOADING SPECIFIED 8Y FASAICATOA, -Plate turned 90 deg. Maximus Live Load Deflection of .2340. Index-.114. tL/871) -PLATE TOOTH VALUE AEOUCEO BY 15X. P■Typical Panel Maximum Total Load Deflection of .322% Index-.379. (L/633) -HORIZ. STRONGBACKS PER PCT-60 SECTION 800 AZO. Total Quantity of trusses - 1 PLF Dl, h X lil M u 1 M iP i M t n txD� {n X to N 1n N In N I l, I/ In N l,, In ri tD 34� at vl SO N In In w Too INT R■1568 Irxi In R■3568 13.5) (3.5) PLF HIS TRUSS ANALYZED MITH PPSfA3 ORCES (Left t0 Right) DP -2280--2280 -5182 -5182 -6617 -6517 -6517 -6617 -5182 -5182 -2280 -2280 r EBS -1533 2653 -249 -19751 1529 -219 -1088 645 -219 -218 -218 -219 545 -1088 -219 1529 -1975 • -249 2653 -1533 OT 0 3915 5083 5798 6083 3916 0 CLAW A CIVISI911 of PI.AT9 TYPE: O.C. OPACING LOADING IPSP) TO 1-1-1"02-1X2, P2 06 SP OESMIPTION ALPINE VOINEEAen PPOOUCTS =Ale V-2000 40 36*11-3/4• GARAGE HEADER A 2-0-0 Peal, S. OA[AT sautw9ST P1tow. d.0 LOLL. Tci0 IIC LUOUO2-4x2 42 Ds SP Eua. root MUTIUL TX 700611 12941 e40-4940 LL sc 0 ►EssTRUE TRUSS INC. Program NE11eEN laLM PLA1E 1A1aT1TVT9 $122 t1 331 1x2 •� SP TorALS� P10''scT' EXCEPT As-MAY W NOTED MASTER - "Be OCT 1992 5Cwk - � -_ -_•_-. .__ �-..�.�- 4444..�.��.-...�.�..��...._ " TRUSS SPECIFICATIONS m a ' FOR Centex 3708 A 'Me numbers listed below are a list of truss specifications for the project named above. 7beae specitrcatioos am al wIW hemwitb and have been prepared ander the responsible charge of tho Professional Engineer whose seal is affixed on this index sheet in amord me with Florida Statute C%mpter 471 and Rules of the Florida Department of Professional Regulation Chapter 21 H-23. 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IO KF 301% a It 6-3-6 i-h2 6-6-6 "-10 0-11-5 N .z a ex ex A Bt111DIMC TIPEs Enctlls*d iaidxntlst I/ GU me; Staid" swildim Code COMI 1991) Q OD 1_ho 37-0-0 /-� YIN) SPEEOt 110 apb MEMI ROOF 111GNT s 15' TRUSS LOCATION: (Se) ore* MET Y11D PRESSUIIE BASED ON DEAD LOADS SHM KLOY W UPLIFT CONECTION REQANI20; 1031a 91 AT EACN SUPPORT. SEE NOTES 10 AND 11 ABOVE. i "m truster. 3 Nextelle Ref leCl ion OCCV red 01 bOILON joint e3. 14 IIWaIM/e Ltre Lo60 OefloCtion of .166' (6/16). Index-.297, Il/12136 Msx/eue iotel Lo80 Deflection of .574' 19/16), Ince1•.31. IL/7741 i Q W. 3 - r 3- 93 0/141 h Haat' alvislow PLAK TvT'F: O.C. SPACING LOADING VW1 TC IWWKR :, Tf m 37'0SPEC VAULT5 1-9 010e..e Stafne EI1G11ECRIED P1100uGIS tllC y�000 2-0-0 LL Tr 30 2X4 12 N SP ' EK, fCR T" TItm IItC - SOS 151+1 Iv Q' ISO/ S. 65x1 Pular ac LtYgA 161"ct: CE0191 3700 A clave. 255 Feb 1993 EAAM PRAIRIE. IS 15061 7.0 OL TC 7 2x4 82 !>t $P Q �� d Iat41 660-asaw RATE WW^7—C-IW700WVfC LL OC 0 NESS LAT01N tQ ` Q 946 33.33 OL ac t0 2x4 e3 SP aOoaEss SCALE: r/seEa /RAS 13atf //vs 1111IE 1 IOIY 47 faCTPT a5 wa of IptEL 178 a .,..ca s+ta N y I.4 we t01600 0u11aaN Oft0ls W c,lttl P walls 11.att K uslaat99 9-a4114LAt.04 w, .aa 1064404 0001Ra49As aSWJ4M n K t0004apa. atF 0, &OKA"s 40/9rat VACPS 14"Ma, 210,4 w/M.2 N vC919t 04 to.apl.ta.*=SkJt U0400N. a-.121-ISM/ "-00,01 boa 6.911.41•300' "w ft 14"ptal-d.a1 apt' 1a. 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M Ws Skills kgs tau-O11sfr to"0o-log astls 11,10wrlw 1.a 10nt t9t sr+4140 pL/01� N K 5 DK1a ' 9 1 Inat111%luau"P01 twasl Q V CVFit109 atna alts 616%ISIZ 01,flat 0011ttf 49. 0 w a ISMS vul/ "*tdt4f110, INC WK 91att 100010 Wo., O&M 11171111 ,641 941E tsr 10 UNIM21 OF 1116 Iwii w.R 04 N1 M VCWlta AM H.. t M11CIL9 Rall Yat 09 MAM 211 blob .60F01.Rfr% %1N.1.45 I4SIi4 1fa ® imcows Haat14 t9G /1 VU SA 1la "SL PSM Ells 14* /1 tL49[ lemOl t1IU94MM6 INC 9•u-Ir•- a.toa s 11-M - 11.4 *14W4001411 r/ 1.11 9 1. wral 2S Mtkor IS&MICAl 19 L"IIp WM astts It 044110 a 601A s SM -,ts-s/.o0 wra>rIOaanas la/Y r arc t / f -2aa1119414 PIAIM OOP KAMXU. tRESSM is 11991v15101►nr OF FU03CA". -lwis TFvss IS tcskerim 016r FOR tart taws Mora 0WIM01 asp rtt Fw*w%us OF PuOUs rust eE SAM 1110 11 U01 Il* w-c"GIVItIII " Ill IRB"F2OPItAMP(M ItAllf. -2ttltLtPsftB 990320WIL 901 MI11%XCV 1019E V"- .249' 7-5-11 2-11-11 6-4-4 Rh/ 5-6-3 S-4-t1 S-11-3 � 1-5^14 ez Ii I7 F2 IL 12 1-5-14 ISM 1NIpM 9-1s•3 74 F11 12 t77+1'7E s s sAt 414. NSI ''• �. 33W .0,.9 12 t moa. w p 1141 1 V. `A SJ(` 125f 1270 74140 2640 E20 1741 13.5)4" la H67t n T 2 7,0 2" aro Sam A4 397 ,) 26 Rl yr1/ f IR : 4-7-0 RN R4-4 1-0.0 0-7-0 M 42 of 12 e2 02 WADING TEs Efletwd R41LtdI1fl�INl .t 1-4-* » Q COOS ssetardi"SKEDi o lo= dins CC& (st 1991) Wh MEAN ROOF NI61HTs 154 IRM LauT9011z ISO am NET WIND ►RESSME EASED ON 0M acs SHOM sELOU W MLIFT cONECTION REWIRM 1Q 0 AT EACH SUPPORT. SEE No1ES 10 AND 11 ADM. r F- No trusses: i Naxlam deflection occurred at bottom joint 03. w M wxlmua titre LOW Oei)ecllon of .347' 16116). Ifld41-.281, 0./12601 Ol Naxt an Total toad Oeilection of .544' (9/16). In4ex•.294, It/8161 N /� P,eJ• 3-23- 93 /fact/ NRELV M-2 ^ w' a.4T olvlsla/ Ft41E EWE: C. sv,ctllc lwAlf/l: IPssl TC LW 4KA tTIVAM -37'0' HV-19 SPEC 7-10 ow. 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Wiidlrtp Codslosed d(NMI 1991) 77-0-0 Vim WEEW 110 Mh OD MEAN Rw Was 150 1IMMS LOCATTOIis (Se) area MET WIND MSSURE RASED ON DEAD LMDS SWA DELOV f UPLIFT COMECTION REQUIRED= 1992 / AT EACM SIXa'PQRT. W SEE NOYES 10 AND 11 ATONE. � r F- No tru3ses: I rlaninim deflection occurred at bottoa joint /3. M MaXIMAS Live Lose Oeflection at .331' 15/16). Indea-.268. IL113411 Ma5leua Total Load Deflection o1 .919' 18/161, ladaa-.281. IL/6551 N �► QEv- 3 -Z3- q3 &W N -22 °13 worio Tr►wj Maic-. ' s 37'6 Mr-1 SPEC T-11 �- 0 aArc► 0lvlslw 6101E TYRE: D.C. SPACING LOADING iPSFI Tc tt6�Ea Tau ALP104E E"6I"EE7'FX) P9AMMTs IM v3000 a-a-0 tt rC 3p 2x6 02 as 5P CM. FOR. 7RuE TFIUSS INC - 505151:1t(0 R Isol S. 641 wt►, k LU14KA Fsto.ItC9: CENIEn 3708 A OATE: 25 Feo 1993 ort GRAM MAtaI(• 9a 75051 7_-00 OL 1C 7 2x4 02 QS 5P Q• MOO 601;4-3840 4tZfE MEI; §w -:�fw iL 6C O .Mu LAMUT 14 Q .IEMNEa ipIASS 544 33.37 OL 0C 10 2x4 67 SP "00006[40 11,11E IwStIWIE SCALE, %Ot AL 47 1xcfr't AS U1v Nle NJ14o 11/6 U %t r•0-1.1 ONE i 100 ~IF WO 0111ut0 t1Y011. IF t'MP144100 11.•145 a1N1a K Ireland 5a*AIselC^A.01 I%r t1a 1406340 04216 MIltRf AMWO 10 S COW YLOb. sit 0- MAvrR sHtly M✓.ui nowt* tVa 041 r 101 CNS ••O 1r WNfa.1Wa•11t CO"Al a y,O.IV t.(jWn WCf1:IF.t1udu LM a./11 1lIOe/KaI.J.q Ur l4 w4IALa110r 114 4fCC11f0 V w( 140M H.tiwirt. 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SEE NOTES 10 AND 11 A80ME. h He trusses: 1 naxiotlw deflection lucttfred at botta• point e3. Y M noxious Lfre toad DelleCtlon of .347' l6/l6►. ir4tx-.251, 4L/12661 0� Noxious Total Load Oellect•on of .543' (9/161, Index-.294, k/616) �. � 2Ev• 3 • z3- ?3 0/lty N -ZZ-"13 (LSAP /11 w3 CLARY DIVISION PL41E 11,11E; O.C. S"CIMiT LOAOIp6 4OSF1 1C LNieER „ ( 1a1, 37'0' Hv-19 SPEC �T-12 01118. # aLYNE Eu6IVEENED VflOOUCTS Inc V-3'000 2-0-0 LL TC 2X4 e2 OS SP 1M. rM TIRX IRAs INC - SDS 541/ 6 Q' 1SDI efE S.604." ►uwt. UNAK14 f40ACI: CEMTEII 3700 A Oa IE: 25 Feb 1999 �� Q Hd.YO PRAINSIS 75091 7 0 K OL 'TC 7 2X4 P2 D3 SP 12141 6 -7940 VCAWE AM0A t-Te -r LL OC 0 LLYOu( tfitQ OL 1C 19 {� 2x4 63 SP Mows: SCALE.•tMw 41\183 411,47E 1/41.40134E 526 33.313 10tAL 41 M F•CCPI a4 Nav OL 0,10/E0 / i/9 Y/ w t.�0P1 Mat K d 1.'A ssc.ilB.11101111 WdI_ M COItEt 1tY till%7..wA w1 M61Alan0 i..•E1wItaL. 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IRAPSI'3 OF SAEtts'Cr $^Am% R7 "00-S►IM M00040"Ilea cue lvjuli�g 1 AFfj L -M0IT,OIA46.PLAID&ftp NgQIW kXX5 1 IS MV04SI01Llft Or FPMUCATtA. -111S IPNS3 IS OESISM VLY Ft[1 09►C44PS S►larit. PF041100 FOR lot F%11VE 010.OF f001016 061 K WAGE Ate IS 1101 M MV045I131LIrl IF IK IRM FAMICAMP ON CLApt. -AMIKIPAM O9114I801f1L MR00"I Vele I54AL %OIG- .702' RH 332-".17 &-4113 ?->•6 41-•fS� }� 5-4-8 5-7-0 INN 1-3-14 12 12 N2 fi 1-5-11 70 PLf N" Ib14+,t s-to-7 12 Q e 266F 3611 >btI ]191 L 1621 3304 ,rte f- 1 •' 396( It N e p \ 3410 ti '� 1471 y D 11ee b Aa •��` \\ Rel 13" law nu 060 • glal W Iii 1' 17/11 13.faa' w l Na a„e 3x7 0 13.e14" 3114 3x4 -� -pll 2 �' 12 is Pur 6-e-0 o-s-o 6-s-41 11-0-0 M 82 02 02 02 1' 1-6.0 37-0-0 1-4-0 WILDING Y Es Enetoad Residential f0 OWES -stand"Blfitding Code (SOM 1490 V110 "WMI 110 wh w" Rw NIGNTS 151 TRUSS LOCATIONS (SO) area W RET V110 PRESSIME BASED ON OEM JkOAM SHM BELOW ED ] UPLIfT COMCTION MW11t .1if AT EACH SUPPORT. �. SEE NOTES 10 AND 1t AM, No trusses: i waEleum deflection occurl•ed at bottom joint M r Maalmu6 Lii41 load OefiOCtlon of .337' 13/161. 10920.273. IL/13181 waxseus total Load OeflOction o1 .SM' 18/161. Indea-.M. IL/8411 N !• ?-23.43 494W T 37 0, HV-1 a13 CLAW021116fan PLEIE Tv.E: D.C.n.�. spAc1116 tollN,lR VI 1t 11NiE.p t6lb ALPINE EIS PECREo FSIODUCIS Inc v_Zosa 2-o-0 LL K 30 2x4 to 06 9P Ewe, raft TRUE TRUSS INC - SOS d /N01 S, BSM P11%Il 7 0 NC Lu►6EA 244 r2 0S SP FVIDAC7: CEMEE1t 3700 a 041E: . 25 FNB $993 MOND P/UIYIE. 1. 75051a .c 7 3�� Q (2141 560.39.4 0%&If AAIEA'- '16<71Ori STC- LL OC O P" EO[Out 10 Six 39 33 aL OC 10 2x4 •3 Sp ADDRESS: SCALE: { .Ma ARU6S 0%01f INSI IIW[ M AL AI F.•'FVI AS ri• 0* •90141 1/8� so �1360 JLV tItz 51 CIL yl .�.1? •7'4 1 i�Sw{ s ss 3 2► N1LZ r�N 31 14A a"t W •t7��8 ^-� V tKwt -.5assni" oM ,c31u3�1 on .rf7 1141 r� t r �ti �c1N1 3sSt*11 Q%jI OLIO- �" uottSatla �6-%601 ser+t .�t10 OM1 tC M PIKS— 10 3st1so 0 nett l ti _� .Qa- �b. tfOt� to vOtl lsus0 7 ' m 3 it 5�.�sf0ut -%9110 .LM �'� sptt twit's ul,�ttpq it o tt64tr •t1 tut A ,W Ot :3101 q p.f N 10113V�16 13* 3 1 ;'� etc t► N'► c-9 A tttoiiti; x C 170 g SQi01 ��!tI /N t► e-t-� t fts m iS1 ISO^ ((j MOtis jgtl�t'� Y o-f't topo pulptl 'DX o a' A 1 ! * aW1 Q+t trig t►661 ► Nle 1 ot 0 q*q cut got i� ►Siff 1 t7C tfA ` nS zt VIC IYot s tt01 ti►i tst9 ►c1 icif t.0►-fi t�1twN ftl •tff *t-�t + t41f IZtt 9� to ►'"" 1fI •�+, 1 ►tom i1 to ' t{'S'2 ct-94 tool \� •\. + fY Nl"t \ i isit tsta to ti p ire fit► trtt ►t-Srt !► o.tr-t �pf-Z its 1 ftd ! �"• /ti tt .sst'.a w 93r 7N +Si+ i 11ro�{]Std p Sr+ • a w«t{!1%*- p itStSq 1po1{ �t1si] tq{!T 10/x' .M+ WOO Mt{+ �S Su^' "sMO t►tttps�t qst 0 SCq u' ' sy»p.{s pro-+ Int .tr+ uw t sS7p�N iiif� J)totft� spt- p i>�+n yn yes► -T-44134;�' t % u M sKls�„ Nr++'o „rs .off`vto {d+"� ►�g000d,o SSW 1t _ lc{ co-06 ,#4,pt st stidao 0011 .. fro, f fR N '00 7o s!19'� 1,w *"° Ido wW 1010'° _4WOW—' y,.+ '" "Y* .r+r„► tt a ,pt dtt.sti s�� '�:rw{ = �,t �s w'• ,m►{et• sew r 04 {"w }70r'i Wyi1s � l pisla s"N� is � "Dtj. �1a 1 04,0 TM iso1 n{ '°�' `sst Q•. psir{�,Ms yH j �tii � t A�ss.fn { rtwtYr •w{t b►� 1�`s' s°tv"s� •+pif71'� woo ,�,t7t tn�vRMo X13 N+ {t {�►�,s a> ,1�'+C ,N R 7T1„A M{ ap.^�++7t+{3►{' iw voi 1M w�v c. vi A*41"1+i ,t om wt N �"� '�,'1%8t9M,�,� .nt 3{f{ 1t s+�1°1 tt►j;jqta A .xps*ifNW '� Ntt�K�...tt2s l�rt M{��..Ytt'1 T+tt� •♦ t P. IUQ*lh-1t Y O 5.4 7.tYP we bool►PP tWa1 r tWELrw 411/0!MNL Oe. IMSIM1t1 SMCIRICAA I• 14i ►{1. /&SIC N 64O PPtyall.s I1111090 III K Coo 40th. Is 7` omov's[s ta14Uw woc1.d W."we 41,4 40".1 r' itcIn r6 Pf AA-em.WS11/t aJlNr, 01 VJM 11401 IPO am %am=6.c11M► 1»' MI! ftmmn KyrONH 1"- 140 IPL/M 411110 Ma:119:4.0 O 110 M" P "040.1_ OPii is cf 01447P PLL e.•a•L SPIC10 .MKt 4* INKS.a4s 4 tV bdm IIIc!am IW Rm'A"bom 10 Gor-N MQA W/wW .1P Mcio*mausem s►.tf>t K• 0• OR".. /W'cAi►.40ACUS%a&*is i4t W mcccM.0m Wtw M 1411 QM140 rt*Afire w K%&x94.1111.1.co, 1.0 .40. SIMCK•"OW s Klta odm V%Itw IAUSO 400Pto O1.,04,111C Clivemf SII MACOM MPG uca W Km1tAMM. f1wnt ca mw So NO~kA,1La!N U4,WAIm M 1Y .-%M wvQM M 1100% %0C.110 Io Ito 7014. 1014 w Am CEWPILSSUM O06 IC.KPe aw"all N 011,00011111,114 R% Or10 USM tw M K osllus /I wmw 3mlfK4- P wows►.�I1 05SX141KN 1701. 41 1•• 1 PILI 0lie swam we 681AX L'rt' win ftraccO fE/AB6 110' Iib6 KA OCTAL Pun VINAMS"VCC&%^mM^16A UnS aSN1 If&A"a((40f C0,70r1w Pti1S'S 00. or 14015 It61 WAS 11171.U3141"/O 1.0 1641111, /1411114 41140 1 OI.tMI 01 SPAT"K/Kab 30140te of K- 0 t give Oft NY6lfOf VIA I ths". a W co45Cro.►►1/40 Shit W 51=1 O@ VIN fc/cn ta. VI%dS CP"IN& t1itW 01134..t w4. S"b 90fOr 41111. USUS.0110 01.E►VlV .4 W.e/K0 Q M 14161 a. K on coo wow 4.O CO wt•If t C""Ka►4.yM VMS MS C.M171 MA 40141. 00100 WAK36 pIw 7445 WS1401 P1 ® 116,5J11s NMPO tOC19101 1% lC:IY m►1LIM bIC IOLLF K 1101 0,006 1QP0111 m t.It40:10 IMOs*-W* 00 1.!4" wNl.w CI ns 0 %"*94',5110 is MKICALS n 1OrP fw WAM or MOM t MINAMl !J 060-11 OW 119Qaf07414170,6 wwo IDPAI Ica&Z 9"1016 IKCWM of F"PICA10% -PC011104AL RyIU4 fill t*M"4 111RAMS IS 005M415191111f OF *MMgafC%. -14431 "I'm Is ICSIJCL 4111.►FOP ISE U40S"law. rMlIStas fop IK Ff+CKJ111.7/Of FOODS ILLI M MPII 00 IS#01 I14 KV061SELSTP Ii IIC 90M COWICLVIO CP CLAM. -X411CIPy19D Ir0P1 TSI/iK 1491104M VMV 14-4 tom - .327' 7e>M )6-IT 5-6-3 5-2-2 D-3.11 5-3-14 5-2-2 r•-2 3-7-0 RUN 74 KY t�S-N 12 12 12 1i'le 110 INtlnt 4-10-1 f2 3We 3090 3941 3091 7101 Q e 1EZZ5 1 12 ` >--4U N e p s¢, ale � 7220 \ 127F (Q q� Olaf D A1000 1x0 5060 1666 ReS, 661 l f w 5'F 17121 E- A 17120 :1 W sura 3411 Sal 3413 3K4 >;e (3.6)4130 ?0 ti.F F' 0,)-e 7-10-10 5-3-14 5-3-11 5-2-2 12 12 02 e2 11 /� BUILDING TYPE: Erctosed Reailimtlat SJR cwE: italldwd Bultdiro Code (f8CC1 1991) (p WIND S►EEDt 110 eip% WAN R00/ MIGHT: 154 TRUSS LOCATION: (k) area MET UIND W UPONLIFT OMOON REO�UIRRED3 D ONO10 9 AT EACUKtOW S1f MT. SEE MOTES 10 Alp It ABOW. F- No trusses: 1 Masimuo deflection occurred at 091tce 10101 ee. 5lsaieua Llre toad OafltCtlon of .49e' (8/16). Inae■-.e• IL/8991 W•iexse Tota) Load De/lection of .773' 112/15). Index-.eIIL 4L/57.11 hFWCOMMENDED Ci4318Eft .u• &3 -z 3.93 O f.KJ i N ARE. 3-2 Z-9.3 I_.i1 rxo M I Cl.pr ocrrsro►. eteSE twE: O.C. >,t►aCrNe 10:1011141 Pirl TFMAM 3 '0 9,54.1- C -15 w10C �1�I.� /OMCTS True. v_A-w 2-0-o LL eC 30 a is�5ac>+ Za. 02 oil 9P 010. roa 1WE tit175S INC - SDS 1901 . 11510 C 741 71011 7.O R et 7 MG LLOPMA POVILA /: McTEX 3706 a - Iy/E 25 Fab 1993 12141 ave-30410 KM f'-3nck '14;t- 0_ t. t.t INC 0 2110 /2 OS SP 1arpYT 10 Q 594 OL Oc 10 �� 2114 13 SP AOMSM "Emma S1411S5 q 4It 104111VIN )3"33 Ivut 47 lacEP/ As 04Lt ItE .Olao 1 1* .ti►O► Ef CL :t�-s.s-- Mit i SIN ►e�a� p0t its y1 __0C .a O;► 4 rxL Sr7M t al -I 0' _Z W ►�^. IWO �� �sot s sxL dS,v,s+'►� o���lt 3► US* U1 Is► 1,01,r3 dS 50 1! '� :tM7�� t ratl ��l3y stol �" att ots x ir133 Vol e►+d /1�'�Q lava � 4 a , 'b �4 ie�ttIt •�£y io Vol�';'"t�a t"`t`a++ C fes+ ys3 , 5 - ;A►t ji o►t was/ 'aIt" .xi0ut �t �'0 9S jjm*j� •.bu1 � iQt m �� g + �t00 it681'nistj11raGo�O 060,0001 01 �s18N S V" 001 to of 'sono& Q•=+ 01,N tat 03, .2.0.19 S 390+ ousvj 1 161%tit ,► itl�°^t tom"L J ,,--.✓ � �y 0% s310M a-r t ,3N�gr tt Ita3"m �311d -1 S ��%Sol stgy1111� 3tN -+ A µ7Y3 l� 0~ s=) sMA/L�3 11l ��ly iroo stteo .aj +y` slnl/N alh 06 Ott :t .pgais L3� tLbbt 1irQtta1 +3 •►to °-O-0 t •+� a GAS �y PILO b`S► `s; rn ' ! tt I tXC r*r 1 f-arc t�t'M,rd •�t! ► rQ testrss zt "Mi 'tSiL� •ILt 9C> ru s+ rSl1 reit tog L+ rZ-S L-t'f t1-r'f �U 1 r t.t,A /ttt t ��rb •�f rt�G-+ Z! ;E4-1 tL itb - t91 �t ry r��,, .►,a ow AL is I,r..ea"I" .at,•►'A9T�'n MS:r t s lsx►+►•1 % it or-0 to �tv43116M' Isr►„o, *Ra'a ,y�A� ~gp►»� As met/' / yytl► W » „ ►KISq Stt�l+n M s:n s�►n' r>�140 T. M/a1 r��t tfilt/i►��.dt l►M'�Mt- A►'► 9rtt Slrt: 11� IS lolls ���.►.�'pf�fN 1tl• , �/. / /9�'fes jD St�i►tar7+�' ♦.ei tt.+19ig m,V.— .►Q. let Ntt110 �►+s,+”Vo s>^ . p S$'~ JW ,K►! b7p 1911 A ., +l ,.,v► ,yr Tr 1dwSl�Yd>.1 St 00 W i dn!'� ,p�.!°ttv'ti v.l►tsS�" a, ��� ...►,off su a••" ,e,n.�y. s� ,N fan ,dF • , ,,,�' ►� DI► ;s�v qtl 11►5 dcAr� r7D a1Rlal.r+�► :="' .e le a,r: '°1 v t�'yya Ir+► ss�*+' Vt�1819 7i� /ql t'M 0, !t 1 ,9n'�' gr,P qIK •at "'1 %0 Oa7r'� S`3`v��1.t•�° A r t,►do►lotS000 Oitg�}►St S .a'?Si► 1 Cisco n 610 O,RS.+A 1 :ora ,,Nt 'P�,,,,,sa,tW 16%"d,�'10' H+•�- t►. •, fir" ,pt+ l 1 p tee/^>,a as► �•�,or a''a/stsp.r ice' `•►+,.,o� s Mis 'O• lM M/+'Ytp M y• .10 44"'4430s'~MAI731010imagG"M,� MI» Nc W. 7.., tcl OR 444-- VV311..�dprf+�l+may+�M' ��yNM ql/� IK76 IwW` p/i'�� ~, �A no 1,L ►J► +KSO �I'll, 9r 0 h t"dwo W.At r v ••4 VCLN Ito 6LN1aJ.PIf7i sr OataLlftt.tJff*1"" f& I064"'m St1aC1a1Catl..41,1 .fr aU 106N7t a."M.41116 ASBM.t 1l t><tw.t N/A/a. tel 0, 14r1UKS L.tYAA loutpi f(YL1 ttla abt.l WCCIf% YO I=twlttM btStYf GORON, .7 aL/NBF 9 . IftM " Jt •QL or& &•II•ts I! i1# NEL tt=l 114446,1#41 at Ntt a?' tLlaall0N O/AM fFfifl: TC Intl&& FtpmWOtl, b0 W If O a 4," k :.y \ bE A. stns& $A%" ► wtal:AFD O top 004 1 LK[S 0"104 16Pbatlttm 16 IIR.I %left 50 OALa U W4.9111i alfatfla We= tt• .. Ian . 600431 PI OttCNi slntaf.R 1149 Y."CU41404 MIN Fop 181%1 UNE &a.Ea CO K LI►Fi11 KIf1i1 W Itt ttl• .aDtf &MnOt WPO 1F\snr. :FLClf a01to N6NEl10T$ f1NNEIIT I11 11114cud Ai sffCfi71 r4K Kill ICK. t sub" tntal Sf"45-00Db P.11►►s w M K 010161611 t. r1L40 4/P10tlL Na&IUK ULC 04 IM f06 loss. 1K'C 41i !Il /a41*t115140t CWA*46tNEK Mtn"/O IK fSt11 Lwal t w11 Woo Otilaft clilwalb 15 t.Fa1.1 91001 4WilY1 WlEcI114• A ramty s'p crs tss=16114" ML IIKA Flt&16•tli W%Acmr we/Elft*sow I11N.1 ft#NM ltlalNI1O Ifr 1106 4`01 WIA.IL&lt WTIMIEt o"""AWS APO u. a lwf RYIl4 Is ax"coo jt/A.vwqu o f AAs OL4 0 0011 ttA*HAS 11081 OE3104W FOa IK tWIK 3111* WA,1 pg4llal o1 MKb4 I104KN/r s111111 61 Kt a 4 at"1110 so 0006011114 171 "WKS y t0F&CIOf p"Tis s11E16 LINE UNID a 0416L FIEFS Olt on NO11 Wattls. a6lMlalltm aK uff shall torofb Nal., ulrss dome 1T FAMS IM in tojmm V M IgA&Yr K DA 00 tf4V1f0 11 We ww" q aD,F4a Ls Itllf *Ills 04 (At=41I.i1 *hell U01CSS 09419 fifty WS MSI&- la ® I.OIaATLF IEas.IIG 4,41c+►Th7. 114 1Ff{IIs.N"CLKG CAS4 woso NEE IN"1i10411 Llano o I.a/asl. 4At4s t44,14 tab 1.4 W3Mla/►Oa L4` ftf Is loot 0"104 It tMllCisl is 9,d1a•IE7 Iy IbiE3 d C16t UICI1 O MARKS 111 WW28 4`o INECoaOflalt" 1 st %U41116 SPECIFIED Ild,FASAICsICA •4>EpE1111A If1QP SrKSKS NOT W" -AF6111C16M R/1116 too vwco.11/6 UIVMS IS FEWCMU1(L.111 Cid roamo:AtClt. 1LIN 1-5-14 /_ /? /2 7 /2 1.6-14 , 0106.5 74 Ptr w. Night 3-10-3 � 7-14 It• -e 149/ 1291 12 a 506/ tial'/ 514* t � + i i w N 6 N :w. 24" w b� Zf3 *+F ITa1 is It/ 6621 top 6021 660 t f W r w "650 20149 :1 aI: 13.5179 13.6179 yea see 3<a ifs � af+ F 20 PIF 7-0-0 rc-0 3-8-0 7-0-0 e2 a2 7 Ia• a M 1-a-� 1-a-o 8111 iNt II =,-e-o (1► r1I �lot BUILDING s s GUldirta C� (UMI 1991) a WIND SKED& 110"A MEAN ROOF NICHT: 15/ TRUSS WATION: (SO area W NFT WIND MESS= RASED ON OEM lOMi MM SELOY UPLIFT CONECTION REQUIRED: SQLt_ / AT EACH SUPPORT. SEE NOTES 10 AND 11 AWW. F M No trtlSSes: 1 Naalmum deflection occurred at bottom joint 03. y It11:111 a Live Load Deflection of .164' 13/16). Ifwe:-.262- (L/13701 Ha %aid tote) Load Deflection Of ,288' (5/16). Index-.274. IL/8751 �` s� REv• 3-23. 93 ,QILG(J N p /'tFMV 3-22-93 b.W►1\D fntiy I fC LU14" fRussr 2110 N-7 T-17 1116. • OLnfiF 01ViSIOt PLATE t1fYE: O.C. SaPnClt10 LOADING Irgil t A.PI1E 04111EEF" vtlnoucrs Inc 2x4 e2 Dm SP ells. FOR 7f" TAUSS INC - SOB l v.7.0 2-0-o u. TC 30 5+1 I/101 S. Gar P6Llff 1C LlaMEi1 IIIOJECt: CEMTEIL 3708 A 010E Fed 1997 CL iil110 wuIiL1E la 750'SI 7.0 Ill VC 7 2114 12 (>s SP l�l^OYt I0: $*64"1 / ' C 42141 "a-79aa u�ctf iwEw— -/1+t""-i LL OC 0 ».jy OL ac to �� 2314 as 5/11 .�a+ers !1 r I:Iss tt alt 11IsIIfvlE 101 AL f7 ( F.lfll i5 6a&v Of tGlilr Wit %04"SPL& 4o or " 1/479 IF Man mom""A.aAL; 43- OVIOCTpr%JTAS TMmLt am I041MA91111 5404WSZLMLLO 0 -w .a► 90411100 QWMG"L.Km Q13MM to a4 mnlo.aa.aa. /P 0- Iassic sas ween. W.Cui aaaat.l :104 M..1 m ~ICI, ale 140 11a✓IMM 109411Aa comma. M Imps 001 1.6 •04M eksom 6.Hoop Lr .no rt.4ma 114arwasl /m'•' a- WaSAAatlpl Ub 11"I am or TIC ISIMM mer-well. .0o at i 114104.ALL OMLS fTICU'144%X% -ta MAWS M" 4 ab oao wLtaa am#an/fl0tetgy so o=p Om01 M-wot 711 4.K1ai ataAotr 11"m K' •t foam• 94804W.MW @PACUS asdk"at 066 W 0R1p4KT M/w N ~14S1a1 AM fasEs,a 1.4 tame P111ot Aar he 0aa- a1ass;h-aN.t A 2011&&Dile l7t act LAWS!101.0 61.671416 1:1,000A IN A"Cbo 3-4:e7e:tiaa►.ALICATIC". ll4Ma/ artless%IN&~tNAILISr4s So TK a ol"M To 0-300 aW07.aL$Lbde ec t=ao FTa tO 7014 Val 111 y- eowmssoW bttO aMbla nwA4s to E arammamw.11 WNV UNIDO Carcr4a 14 tL~fv nl Cities.TReNlea• I Mp"I tla3plLl7 Assaclarlan Ref AKA rate E-125 4.ag6 Sir 611040 7✓4' ilr t 7t.1000 24AT..06 IJr' lenvo 1100 19141.7ts14 tttr(i1Wo am tySl/S 414 s u4s Q]tes K SILMIN as 4 M.1p1CC701 Ita/WS pt, m 1w$$ TOatsi WS am*anta D/P 1.4 6610106 301131111 wlR.l COMM" N acus/tarots.%meta 01 16' 0 I VW 110 Sasso.-An 7J1 IAJSSTS. Is C0/tCT4p1 statla SI3FS of ansa ps"o1 rams Cm, w hall a.a4lai us+rautlo+ tw La9 9"" aoaala thio. utES6.dnc 47aA1aa -w 10.8440 Cr ta4 WA4*A.K On P l.MW I ED to ala r.. ®0ar=q Putc Sle s ate CAAM MR -tOa1 YOIDES kDes rlhl MIS t4slia 1♦ ® 1101CA/93 EOPI.e.ISA112• 171 Sout/R w0d06 CA" 90"NE 141,81 Q$410 9tlu'11m AML e,laa4lw ULVi SL4ti MG TK 04rialsrlp.Cr Tse 0 Inco"Sign IS MRIC.M" la SroTM W" T AINEs ar OAC IC!"Cr W&AMS w no-sl IP.rct9ecomllpi -corlaxUlTut Mr,( 1VIECITIE0 of ISEPICANA 41E)EMIlit IEalEN L1wxwS IID# LASED. -A MISIGNIM Vt►11l-a FIM 1U#Q1116 WHIMS IS 1lSP MIDEL111 OF fAw"CA100. -TMIS TTYSS Is tCS SHM w r saw 1IE t."M 9001. Frolrlsial rtw TIE I'Atl'NIT101 OF focu61s61 9E "A" A1C 15 Tot U! PCSPOL6101t11'1 GF TIE TPA$FO PICAIP oN WLIRa_ AL" 4-7-4 4-4-9 5-4-0 4-4-6 4-7-4 PIaI 1-3-14 I-S-Ia 74 PI_i Mee )-bight 4-10-7 t 12 I Q a .774 2770 + a t2 t 3270 We N 9 p a a w '�J • loti t t1i0 1190 119• KF 1 Ws, 960/ 11 13.51399 17.5131:5 � frs yea 360 No 20 PIF F- N 9-0-0 3-0-0 0-0-0 AWILDING TTPEs trwlo9d It"Idsnttal OOOE: SIWWW'd Ruitd(t10 Cod. (==I 1991) 2� W MIND =PEED. 110 Wh NEAN [IOOP NIGKT: 159 TM= LOCATi0Y1 (Se) area YET YpD PRESSURE EASED 09 0�Ap GADS SHOW IlFlt%I W UPLIFT CONECTION REQUIRED: 731 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ASME. r M No trusses: t animus% deflection occurred .at o0ttoe joint 02. HasI61tas Live Load Oat lection of .069' 41/161. [ndaX•.OM 4./3682) 11a4blistar Total LOad Deflection Of .108' (2/161, "Ata-.103 (L/2333) t� A fit• 3-23' 9� 0/w N Q tiev o cult olrlsic .LAWE IV E: O-C. SPaCING LOADING VW) TC tt11E11 2110, H-9 T-IS-- OMB. • Ie ALPINE "IKEr1Eo P11Ga1CTS Isle v-ZOoo 2-0-0 2X0 #2 N Sr Del. FOIL TAM 11A/SS INC - 505 59 toot S. 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Fal KU0014 MUM$ IS PES'Q6)e1Llle Q FSJPICAVCP. FAN S-e-4 6-,1-12 1-t1-IZ 'S-b-4 N.01 414 N 1017 $*%en% 5-7-3 12 Q e 36e0 N 1z 379, 37e0 1 681 1390 1301 661 W es6F 0690 1.0.51x» f a.s17Pa vas �� 204 `- 3a4 20 RF BUILDING TYPE: Enoloeed Reefdantlat 1-4-0 { Cools Stenderd 6t,ltd)rl0 Code MMI 1991) Q W WIND SPEEDS 110 wh WAN ROOT NI6NTs 15, IRM LOCATION: (so) area NET WIND PRESSWE BASED ON OEAD Lacs SHOW BELOW W UPLI►T CONECTION MQUIREO: "2a"7 8 AT EACH R"ORT. SITE NOTES 10 AND 11 ABOVE. f.. I �n ND trmse9: a Maxie{le deflection occurred at bottom Joint f2. v Mwe w Lire Load 0911ectlon of .009' 11/16). Ir4e0w.099. 8./3652) Ma9ieua Total Load Deflection of .109' 12/16). Irlde11P.104. IL/23121 4 aev. ORw N �V 'a3 Win T Un 13 � CLARY D,V1510N PLATE FrPE: O.C. SPACING LOMIM VS" TC LOOMr 21'0' C011110H T-19 o11e. 0 �� ALPINE E►46/rEEnED PQ0MXTS Ise V-2000 2-0-0 LL 1C j0 2X4 /2 H SP EM. 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