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Permits 1481 Linkside Dr (vault folder) JOB ADDRESS PROPERTY OWNER LI� PERMIT NUMBER Z-76 Z/ DATE INSPECTIONS: FOOTING SLAB TIE BEAM LINTEL NAILINGISHEATHING FRAMING/COVER UP INSULATION FINAL BUILDING , CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT# 17 gqlo INSPECTIONS ROUGH FINAL MECHANICAL PERMIT# INSPECTIONS ROUGH FINAL PL UMBING PERMIT# INSPECTIONS ROUGHIUNDER SLAB TOPOUT WATERISEWER FINAL NOTES: i 4 qS �. mon c!� o 0 C�S��dl r ) � 1 r ADDRESS BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB FRAM I NG COVER-UP INSULATION FINAL BUILDING c ' CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH FINAL_ MECHANICAL PERMIT # PLUMBING PERMIT # �� +�-cf -7-5 NOTES: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 '! ;il �' INSPECTION EMAIL REQUEST: U Building-dept&oab.us Application Number . . . 07-00000961 Date 7/05/07 Property Address . . . . 1481 LINKSIDE DR Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1CU 1AHU ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ HUCKABY, RUTH DONOVAN HEATING & AIR 315 SIXTH AVENUE SOUTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-3785 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/01/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH MECHANICAL PERI UT APPLICATION Date: Properly Address: 1 Yk1 in U Cl-c b h Owner: j�u f4 /1c L Telephone#: ,2 V 2 _ 0?7/ Contractor. /Dcy) U AIc ,A-i,� Tetephaae#: a L,// - Contractor Address: 915r 6'� urs s' Fax#: 7 S` Contractor Signature: 1A i Ik incomadcubmatpermasiven zx4dWgGwvm&Ak domed age above we haft AS=in perform aa;d wudc in accacdom widr Ore atm pbm end which are put haeofand in=wrdm=wit#ffaty ofAd2uW Beach a*m=wdMmdw&of wed tom. Type of Heating Fuel: Mad w cam is being done on this binding Electric ax site,Iia the bmIding peonit member: ❑ OW LP Nil —CeuftW Utility ❑ OR ❑ Offier-specif EQUIPMENT TO BE INSTALLED NATt=OF WORK 1:7Heat _Space Recessed ��ntral __._Floor Resideud d Air Conditiotait —-Room 2bM ral El Dud Systems Mameirial Thi ❑ Commercial ❑ Refrigeaadn El New Building ❑ Cooling Tower:Caper ❑ Bum ❑ Fns Sprmidew Number of Hods ❑ Elevator – M=M Est labor (Number) 4f ReprW=as of F. mg Systan ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Via®. ❑ LPG Cams (Number) . (No system previaasty kLqWhxo ❑ Unfired Pressure Vessel ❑ Extension orAdd-an to Rusbog System ❑ Boilers ❑ Gas Piping ❑ Odker-Specify ❑ Other•–Specify LIST ALL AM COMMONIiNG,RMPR+vXRA.7"Eta&t ONDINSUR'S Apprmft NumberUbb Desmon Model# Manahctmee Tow s Agency ABATING—FUSNACJM BOU M FISMACBS do AHt HAN KXR'S Approving Number Units # MMMGK*M 8TII'9 Agency -(.-- TANKS Nomiiud cwaeq TM=Uquid Saul Appwving HOWMM Ions CaataiNd Mesar 140- Agmy 806 Seminole Road o Atlaetie Beach,Honda 32233-5145 phos-fOnAl'U" G-------------- ie w-cf N•ti j 5+rc -Qezd Ais�-o)+1-ir 9PFG 17,0 brEZ 2'x•I'8jz&21a a 1 112' 7--q- 'E •p gut. 6M', b s ' ►i rs tE �•N _ r-3 10S ' -, 2 rE 5'- m ?*TccI. Do not cut or after tna T= TR= wKW written pem mmil a' c MrioNs _1 HANGER'S from TruerruRs IE ce- C040 Fe1He ! 2 X 6-8 Z�amara��rw�: 9- b Z X 18 bran. 4 X AWwW 6r: .............. V i 18 0 6or rkH. Mal CUSTOMERG� � D �� 106 NAME 370?j- :� RUE TRUSS 641.0166 INFO TAUT-LDTF On WE►TIOR W t.ATOOT&TRAM,ALL FRMS +�1•�' a ARE dVXQTO Gll 1ROE TMM FOR fUIT{IER{rSTR11Ci{ONR tRfORE SETTInR or TROm. !op-t 08-05-1993 S I Z E ANA L Y S I S Page 1 of 1 11:25:42 TRUS JOIST MacMILLAN (KAS! si:-S1041) HART 1. ROSE (SOIOD) Project tame: CE1ITEt ICKES - FLAX 13708 1 i 8 Page title. GARIGE DOOR HEADER ------ TJSising" v3.40 ---- Isildisg Code tER ---------- Type of Sale Distribstion ----- 1193040417 ---------- 1pplication: Deflection Criteria (HR) Kember Use............... READER Roof (non-snow load, LDL) LL Deft TL Deft Kember Top Slope(in/ft)... 0.000 Stress Level............... 1331 Spas 1 L/240 L/180 Roof Slope(is/ft)......... 6.000 Live Load(psf)............. 30.0 Floor Decking............... 1/1 Dead Load(psf)............. 17.0 Repetitive Herber Ise....... 1/1 hrtitios Load(psf)......... 1.1 Reinforced Overhangs........ 1/1 SPECIAL LOADS: Live Load Stress Dead Load Vidth Starting Foist to End ldd/Rept 1 9111(plf) 360 x,331 230 11'- 0.00' 51- 6.00' fros Lt Repl 2 TRIAR(plf) 0/ 130 1331 0/ 80 51- 6.00' V- 0.00' fro& Lt Repl 3 CORC(lb) 1800 1331 1140 51- 6.00' from Lt Add 16" TJI(R)/96 JOIST 161- 6.00, ' ----------------------------------------------- S I Z E 1 I I L T S I S ---------------------------------------------- IXPORTAtT! The analysis presented below is output fros software developed by Tres Joist *acXillaD(TJII). Allowable product values shows are in accordance with current TJX saterials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others, have Kot been checked for conforsance with the design drawings of the building, and have not been reviewed by TJK Engineering. Design assumes adequate continuous support of the joist cospression flange. Veb stiffeners are required at bearing 1, 1; and special load 3 Kanas& Design plowable Control Shear(lb) 5435 5435 < 5985 1101 RIGHT end Span 1 under 1331 stress TOTAL Load Konst(ft-lb) 25033 25033 < 26215 1051 HID Span 1 under 1331 stress TOTAL Load Live Defl.(1s) 0.614 < 0.815 L/323 HID Span 1 ander Live Load criteria Total Defl.(in) 1.004 < 1.100 L/197 HID Span 1 under Total Load criteria Spas I 1u. Reaction Total(lb) 4573 5435 Live(lb) 2798 3319 Assumed Brg. Lemgth(ta) 3.00 3.00 1a:. Dmbraced Leagth(im) 46 Copyright (0) 1993 by Ins Joist Willis. a limited partnership, Boise, Idaho. TJI RI is a registered trademark of Ins Joist Kaclillan. TJSisiag*" is a trademark of Ins Joist lacKillas. 0 ..................... is .theses 88r Whpstment o gamed a pSs; 8?J0`da oep�►� Mid hee t wlttrdeptltlGat Staoturtse sg pl pl � prid �,0Ag 0bha4'1 pfor he ttVsg h re a 11stpavoid V-100a To Istsd beiVbCoo pe $hacl oomPorw10 , th � n Ater Z�H�Z�� attaoha cn thls In ulatlor atCot0$giOr %aeg P , 1 1 of .� e 1 1 Q 2 Of � ST T ,�,,�R E D..* MA SIMA K OF 1111 VSOVIM awsw vVAM m OMM M40 PLAIN•IML M 061*AA&svmmK1M c"v M M tMf K51016 is YN 9CAK9 TO UAIP VA,IMAMES OF 111 J* INOICAM tater WAC"NEW&* tau al.., '9Ci9s, w WAWA wishm 60wal. M am Vol 111~. PANTICAL&SWI S AM CO/It11MAT104, ti g MIALLATION AMP OtttOM er 144IN11t9. RM MP"I. -1e 1 W 00640 449%4^4 SIMM 11L1t>t "VIL1e9 1Mio 4 w 6OO MMM 08 MW PICP061011e 10 SC" /N Tia Tar Mort OWL M"If FA.t.T V11a10 911"M aT 1V0' SOMMM N 40ACIMe 1r06Lo PGANX-41w a 001610 Mi tulip M we LATt"$"1110 I TK IW "M%V 600K A 9911101"M WLIM. 101-.+ SKAM116 a aw"a et*wn HttO AAT vw e.g. 4~ vsMtaeiM Aw vevieN^ftICAT104. IIft%KSI1N OTA16M R1 U11LIe1tA N K K VAJj 31 FNM A/raOYOL W MM 1410 03M. IW M MI4 on SPAS. to huts eglM CWW16 to TIP- 1 Tri 099140 Y9C1rICA_ ?MST 000MVIS Aswemalt0l, lett WA FUJI t6-1M 141 714 01100 000 INK"R LAT90ALLV 01UM 1111414 Of 1106 POM WIAL PLAT{00KC/91 Mo 1049169 AND pts 00104 Is UWA M MAW MatCTN RARE 0L/. m wn 14611111 N►9 am=011110 to M%010116 vow 1/N 1014.1 WOW"01 OWNS Ifivals VAMO N 10'-0' tY No GUALITv STP�M VON T�• g7T a NODV ip t-ON NOV. G01"Vom PLAT"sing AIN"11111,M&"a O'seQ9 s6T. M Iwo Mwtw. TNVA1LATION AND Yet NWA 9000010 0.9 e11i1.1. Owsw04 ILATI-tuns Alt 61140 M me.alil p 0 Ka. win Mil Ka M. to as IIDICAI99"U6 LOCATION. "Is "a. M wig 1. >- -00d Mob Length Maximum deflection occurred at bottom joint I5, -CONFIGURATION 6 LOADING SPECIFIED OY FABRICATOR. )late turned 90 deg. Maximum Lire Load Deflection of .19% Index-.335. (./1072) -PLATE TOOTH VALUE REOUCEO.SY 15X, -TYP1Cal Panel Maximum Tote) Load Deflection of .261'. Index-„307, (L/781) -HORTZ. STRONGBACKS PER PCT-80 SECTION 800 AEo. Total quantity of trusses - 1 Ito l In in Sn to in In � 1 Ill In 14' In In M CD lD Tf 91 M T1 R !i R-1016 M R-1016 t (3.5) 13.51 1- PLF -z9.5 k HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left-to Right) OP -1275 -2950 -9850 -4033 -3489 -2209 0 EGS -1009 1529 -1322 820 -780 371 -333 -98 137 -559 595 -1041 1087 -11129 -104 T 0 2309 3680 4110 3926 3023 1359 • efit•t� of PLATT TY11E: O.C. 11PACIM LOMIwl owl IcLuNeeP►Z-4x2 •2 Os SP exoMIPTioa !6'fi-3/�4• GARAtIE }11:00410 N T110 V-2000 2-0-0 40 LLL c10 SC I-WKII 1-4x2 e2 Do SP two, romeTfMK TFkJp INC, Program11[916 1x2 e3 SP PPA.SCT: MASTER - AT�5 0( 1992 sc J'4 �� 0 LwQ low S6 OF M[vuvtw om m"$%am m COMMON Iola SMALL Sl MdTNA60 S""IMICALiY w « nus aaw TO nstICALLE TO 04"T"saw IMUUSS OF in i* POICA f tattrt aw"a some USA*I".) rut ct IM NAAtN1N OSS+ f afNleMl, a STAN Vol MIT JOINT. IDENTICAL tear AMA twislAkA11w. 14 ustatuna MO ERECTION OF The loom& Niftwo"T. ANO IS Y NIOp AX00^6 6 W&MI t AL TNLWS UM m lop OOM f i m$APE NM memoomm IN MOO# $0 TN Td O M SNAIL K LA19PAIAV MA!!e EtTNIR h 1,/M IfNN'NnIAY wmeloo Sm"11 K we IN AC[M6wK 1111w ran action 09"us an beLLAATEST NiTiel r Irt wa- e1KS11Y NOK A"Tim alalia I tla. MIN. wcATNINt w emalmA WiliaAr Wiliam$Few AT s'-0,e.g. Wood 1PT owl"0 e 99019Mµt1OATIOd. 1101"+0 aaw�tA1aA11af Teat aft er 106*AT law X Y-got Arr•""A TUNRT1e +ATC 61,44, rMA M 064 TIM =J IM Tog$KSIN OWW40 TS 0 1 off OPT OTatN 10IC010- FSRtsT PNICIRIS ASSfalallfM. +SSL eau nits a-NS 111 TNI NI TO"I1MW(MALL K LA10MUIT PIGS f1INA a► 1100 FOR OCTAL PLA/s=04CILs NofO MISS$AMA w TWIS CE61M If"MB IN CLAW Saw 9"' KART ONLY. M Mets MMWAS MUM OEE1Ma POA TNT LSASMbow ar" IIM ININ.1 MM►WtL DRACINt 001101111,PAC90 AT W'-o' 1A1A1TY SIAIYAIOS 1,011 1AlIS1TS. 71, cwcela rtAT611 alts/r1,040 M Allm F ONLY. am was O"lle. INIMLATIW ao UK 04MA towo1N1 0.9 0"1.1. so to Abus OF TIc tft"MAY K all so Nowltt IM AMI SAY. 4 aftecTON KA1E f17Et AAI alYel N see. AXIS oY o ago. Ntlw"US 01610" 171 ® INDICATES KARI$o LOG11CM. AXIS TWA. PY"anti 1. -Odd Web Length Maximum deflection occurred 5.72' from the left end Of bottom panel /4. -CONFIGURATION i LOADING SPECIFIED BY FABRICATOR. *-Plate turned 90 deg. Maximum Live Load Deflection of .234'. Index-.414. (L/871) -PLATE TOOTH VALUE REDUCED BY 15X. P-Typical Panel Maximum Total Load Deflection of .322'. Index-.379. (L/633) -HORIZ. STRONGBACKS PER PCT-80 SECTION 800 REO. Total quantity of trusses - 1 PEF X X C" to tmn 1 i In Irl Or MuT la w)>< x Nc x X x x x x x Tc t� x >c t0 N in N 111 N 0 N 11,1 N I[1 N to 14' to in 1x0 Y1 M 911 I n 1x0 in 8-1568 In N R-1568 13.51 (3.5) P IQ L HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left to Right) o' -2280..-2280 -3182 •5182 -6517 -6517 -6617 -6617 -5182 -5162 -2280 -2280 EBS -1533 2553 -249 -1975 1529 -219 -1088 645 -219 -218 -216 -219 645 -1088 -219 1529 -1975 ,1 -249 2653 -1533 OT O 3915 6083 6798 8083 3916 0 CLARY A Division or PLATS TYPE: D.C. SPACING LOADING ~J Tc L�02-4x2 02 Os SP OESMIPTION 1R� ALPDIE DOXH EKO PRODUCTS I;we V-2000 2-0-0 40 16'S S-3/4' GARAGE HEADER A loot S. CREAT sOUTNNIEST PMT. 5.Q LL TC10 TIC Lto1 02-4x2 02 09 JSP END. FSR GRANA PRAIUE. Tx seal OL Tc 0 TRUE TRUSS INC. Program (8141 "C-3040 LL �!VC mass 4x2 e3 SP i[c 9 MEMUR TOM PLATE INSTITUTE 1122 e I 33X TOT11s 5 EXCEPT AS NAY K NOTED �CT� MASTER — -v6 oCT 1992 u�r12 " TRUSS SPECIFICATIONS m FOR Centex 3708 A 'rho numbers lislod below are a list of hues spwi6afiom for the project named above. 11am spmfic ifioas are anarhod hemmtb and have been ptepmed ander&a respoasible Fharge of to Professional Engineer whose seal is affviced on this index sheet in accocdanm with Florida Statute Chapter 471 and hales of the Florida Department of Professional Regulation Chapter 21H-23. 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LL • Co"Cl 1a III Iia$INS SPC tlaMtl iA.IPA URg1a UtrS, NM OMI 66SIid I! a 14011143 KauM6 1001/:0 1� SNitlt%sled 90:#1- M401a"M4001 100166 240PI1a1 MK 411 ttrmr. {poli lS/a/ I11C Id WUWAI"h 4x'Tst S Iwra RSIYra4 I IS wif.A0 i 16 11IOa SPIT TRAWS• avW4 WA t uasirs on wSt,ION IMYOaa/MIl too 110-14 :/t 4 I E 'x 1ap111.'iMa r►a11W PCP-OiWX 46 igaflil;'3 15 as S#Cf6tetlllr Or i.ePI61011, -r1131r ONIGN COM& 11FOROx101 I Sas W aI-it•6(11 WI 4014KA i•acus-ai-i. t"E slulmm 90 La ft All f6P f#SMWU*##&W W 0CM It711 ICA". UK 1#4 wile rcP SUM an f0LSE=4 CMM. *10wu&w Kw 000 Omw FALSE aelrtp 4fi0 MISS of MPACW M/Tl IH TRIS.u1K FAW WJX%1 1 AS WO.C. Sara Mrac06. 03>t 3-7-0- 4-e-o 4-1-I4 4-2-t 9#-9x0 3-7-/ h1-12 KIM 1-5-t4 1-3-T4 "MIS low 40-1-1 74 PLf Ix I 'o e 7670- ✓�'`5 S151 .0-o. 3"0 4tu W ItN It y f l+ 2408 \ `.\ Z- 6 10 �" •S` 6 ss. wee I2S1 471! 1774 e6/ • 17131 w Is 51"7r :. 3<e 3wa —p30-• 43"6 A7 r PLr F. 12 N 7-0-0 4-0-0 0-6-0 e-6-40 0-41-6 /� rl1IlDIMG fYtEs Enclosed Reaidsntiat .I 1-H ld f-V OOOEt Ttssnd Ouildinp Cods (fRGCI-1901) 77-0-0 1-�0 Vivo SPEEDS 110 mph OD MEAN ROOF M 111'1 ISO IMM LOCATION: (S0) arras MET VIMD MIESSURE RASO OR 91- LOADS &1104140 BELOW W UPLIFT OMECTION REQUIRED: 103g 0 AT EACH UWPCRT. SEE NOTES 10 AND 11 AROVE- F- M 110 titiisses: f Naskous deflection occurred at 004to0 Point 03. Noxious Live loan Ostlection o1 .271' (4/161, It/16301 Na■lum Total Load Oellectlen at .ata' (7/16), Indea••.M It/1047) N Aa--U• 3-2 3 -93 04AI N A NEY -L --0-l3 L--APD CLAW DIVISION PLATE TVK. O.C. SPACING LDAOIM ~1 rC 1rt"BER N t� 3y'0' SaEC 1-9 OYB. 7 ALPINE Ea1iT1EFl1E0 PllomUcrs IIIc Vie 2-0-0 LL TC 2x4 0-2 N SP IPA. few TSA Miss Inc - 505 /5410 Sees S. QWPK%,V. DC a"Bek PlloJEcr: CENTER 37" A OAK. 25 Feb 1993 d CAMS PAAIi/4E rx 75MI 7.0 R TC 7 2x4 0-2 N SP U143 4ae-73l4te IRE UiCC-* AL' -ItrC-'fele-5 LL SIC 0 Ism lal'Ilbr M C 746 33 13 ML6C 10 294 e3 SP a00aE5S SCIS E: 0649mA Iftiss Pt-%* 104si1WI6 I 10 At 47 tatlrl AS w,0-. Of IlutaU 1/9 8 � .1 a40.4ca pats/ O MC 11/8."G OMIMA,tMp//ti k C411,90 40%RAlls Lt4A WE wlsvmtfo 5-61-tC.4a.M ttf as 106IOt OCA6 rCrL-0 AM"*N K 9O.1 1140111M •■ y 8.0141!1•1192M W.Ifi6 MhOEO IVC WON 09MIL MO%n-006400 00158.."came"". so OD.Nut 1.6 ~1 Nt.Cit 4-CtMs A,.O- A-AO ft--Q=SWA1MM W' N/ 106MOa1100 Oi 1af:11CM O W I.COts. IlfCwatt, ori 11 0•M/+rff ML wIlLf SCKW AOatsi qa w..s uOAD 6 IV Ocra 9LIC1!5 am MR IEtO.@IH.N mop /1/1! • .L .M4A •GP""*001006 S•OCIR K' .t "A" UWCPJP-OIIACx� 0000 11 &R O4[ M aat%tY"M■110. Ill!9911411 1"IWAso of 1..I'AWS1/7111x.Or IK w- WgIN.ONYX A O1 I90 40M amt Oct WCSS W"611"1150 cNP904 OPS 8.X18.41 46 86"48.7 PAK NA1144. 11CIUL"Was S100ax1 s Pa fi.O o.Its W11014t A I-aM 6041"Wal IaAICMEr %4C 27411 I.0 1431 aCOa SOK 111 At IriIORlS"M&4M KNOW &MA"IO III, t0A5wRap M. 8..I$RSta C09/056 8.4 WWON IPC CESnO gCCIIKA- 1 10051 t#itlCsf AISACNTmu ML %LCA 9 U lar 125 OMCl6 O.tSTWM 3^1 i.n.i ft -"A 111-CA1wW 1/I• II906/"JI 1(1// O-LAM isw&rvK.CCAS 1RSSES 806 a 142 OIs""Is aid"O aAx.CTAIECIOO a►ATiS Ot. 0 O IS MRASS rJS SEEP K514tO fa IN a(MIO t 2101104 low I ahttA a~06.1omm S.KCO " M' a T OM M SIYpOtp"A 11lsRS. f1 y Y•0Mtc1On RAS s12IS CII/alto W"In(ORES CN. 910 O.IS 0R41Ni 11610-.11.70.vi,Ibl 9W4 tas7a WAA. ~56 601M 09-CO SSW W M 064100 O M tory ON E Q11 a MODN KI M wM IYt.. tL .1 CiCrCMn.CA// SIAM 01°1 CAti am OAC1w 109110519•i GOS. MIM"S K3406 US ® NOlrA/t3 ILMp6 t-MA11]V 07. Ori/M wIR"a CAN INMAO/E sail"/Ch44 1440"0 us 0.tlilw tit Aft SNS! 1"Id J"COI&IM v IK 0 ldAIC S"SUN If. ICM! h bdW"IP Wr SOLGWS d VC:I Iia.0/ !ROIs us 010-41 fop gttudON11K -MVIDJUMP YC,t f a -/ao1T1II14 Ra1/1/A fa MUCIN.•. SPiSKS IS NIDPosleltlIf i fAMICA1401. -Aw itivaftG 16D12ro.4tt 110113t/1l %#WP MIL 1"- .4106' a�N r>r-21 r4-I' s-9-o s-t-♦ 6-1-iz + 1-s-u 1-5-6• IW thism 111-1-3 74 Ptf 12 1 I;q6 5x6 272c 4 L4 0 vgra s 107. "20 Daft 1128 Is11 6711 es. 171310 c� It11. 13.61 a1 13.614911 20 PtF f 3aD{ e 2 12 N 6-3-9 8-0-2 0-0-6 9-010 6-91-6 BUILDING TYPE: Emtosed R99identist 2 92 CODE: Stand"Sri ldire Cade (SBCCI 1991) 37-0-+ MIND SPEED: 110 spb NEAR ROOF NIGHT: 151 TRUSS LOCATION: (30) W" NET VIM PRESUM SAM ai DEAD LOADS SNOW BELCH W UPLIFT CONECTION REQUIRED: JOS 0 AT EACII SUPPORT- SEE NOTES 10 AND 11 ADM. F- M No trusser. 3 maximum de/lection occurred o1 bottom joint 13. "llusuAls Live toad O.Ilection os .366' (5/1W. InOex•.297. IL/12131 Nazismm Total Load OellectDon of .574' 19/16). Inde/•.31. 10./7741 r- 93 O/U4/ N 31-ZZ- 3 , M wJ PAW �--, QAtp 0111!5101• PLAfE TRP(:: O.C. 5"091108.: LOA0I416 eaSFi K 11U6ER pk16S 37'0' SPEC VAULTS 1-9 P aVItE Dalwt3>FD Pooclucis Im y�pOp 2-0-0 LL TC 30 2x4 12 N SP 1 Eli. f01t To" TFk?SS INC - SOS 15+1 til seat S. l PtlNs sc Llx� QIE IFC1: CEMEa 3709 A OA/E. 25 Feb 1993 d same PRAIRIE. Is 73 2x1 P2 0. SP 062 7.0 OL VC 7 L►Daut !O. cw 12tH 6841-3910 PILTE WgtA -1i1�.-F'Qi t LL MC 0 OKINS Q IEaeEw {sales Half 10OSVIKOW 5 i6 33.33 K 10 2x5 I3 SP amll5i SCALE. I 1014 47 EKEPT AS ttA♦ 0E 1801EL t %/a If Rift.S.L&06 ar 1K View as ft1lflom stf1111. Is CWIMW ft.%K SW t.t 06 MsfaatED s.rE 1fYI/fa.wf ft, .ta 1061111 OWNS,SCOSV S MSWM3 N K fw/r.ar - fr *- rKsess saiwla weaclw.seems, t1lr.If..1 N 9ctews we ies ML1taa.we"" CRIMP. .1F 9101 Ini/ be AMA 1IK16 M 1IaEw L1- Adw 1t,if011"","AWA on. tw 10118Ut.1/wf I.9.49"sa7,K Ift N16i 1.11w.Ma. no K 4 MW aseawYI awes 1041602 p. .4-CL,Ov 41 sw O .l a76 11%.141.11[IOf 1LCtdlem i.0=0 1101* &P.64" a MKML tt 1 /06r1i a.Q11 K ..' t t 101 0000040.GMCO&ErC&G 11=04 01 AMMAN'(also OAK*Itlt enam ONE KL 9f M1 4L41/milafl a I.t aw- ormck-IM'r/E a DOIa.09M S%t 1w yt Css fneze wvfw tlK I.~* v1 WWII&/s INC1101 ftMICI1106. /latyt Gts191 SM/6401016 PUR1141 N 1/E wilMO4 ti 9.30"lFMaraa W.001J6 tit 9343 FN I.=1014 11111 11, W er.11ESi/fi11ltr6.adba f4/1a(6 N 4 4ta11.O,w 4f bog MIM U#Gvmi K e/•iM IM fESIln Xvvj1IFJ- f ETAS/PIER,VIS AXVAI1111/ qaL Iw'J rlt.06.13! WQL b Ilht.r/aw WIN 3 r1.1rXa 14J610t74 1IJ' 1106 ton/f NL ft lie QptEMta 10"60kaws no a 1107►awe"IS"M at.Y life awar P/USES 4t, 1 has 11165 alts 11110,411111 laws rpm fit to ml as 9401010 1p)1f 1 a wast►W.xd.lii 0tlw06 wam q K• L 1inglta 1/H*1PAa Pox 11tA1Et Q. Y t91ECKP ILANZ SIAS 1/e 0631011 04104 W30M N, 96 INK wE1Mi NSIw..tI110M if6 111 9U+I Enrow tur, uLfss sur111•a,Bxill 0&. 1w fB4E1 v SK Matic 104.w rill U wwwrce w sw w,. t! Gim"a rtr ii iH w1 MI CAAAC a*tlil■ .&Okm%OF% L)ht Ms WIWI I& 1%OIU/ES KAPILw,twAll? tin 9tZ/M "Oct"ilfi l4LeY w1 4010104AM Map. II1111S i/d me a, ape 1.L11�ls.aan 1.. iPlaM1.111s U6 1 L 1.1%1[s11w IS Nr►ICM10 f 10*001spar r ullim V is OR.11a IF 1A1w1 111 w11r11•1•rcauwcj*Anma -AMWIGLAAMPTO10 no tMAZIN6 wwjcw$FA at -I00112094 ga1NG rip MYRIifi IR65ES,Is FRISP IS1elt/)r Q FralgtJi[>•_ -11115 TPt1SS 11 9E7,I4M map top IK toads sal rwr1i1011a1 Ilf FOWAJ I HN OF PUONi vuSf K Mlet m0 IS NOT r1E •ESMCII7 7itL I t I U nE /VISIT Fawlellup A 1taAI. -RII{CLPa/[L 1tnt.L1N11► 1AIGEMI V[Ela test'.tO18� .Ia4' • 3-5-1] 1-6-0 2"11-11 fYa-. 6-4-4 5-6-3 S-4-1/ S-/1-3 Itel f3..t2 It 12 •2 /2 I2 I2 1-'5-1• Mas TI•Ipht 1-10•3 14 FU 12 � �6 1721'7/ *s sus .70• QIe• N is 3311 . .ae0 N > w a v 1Ie1 E s 1250 1270 744• less 0120 504, 9740 1 Tae 5414 314U4 sea 342 sat% 2e N F � -+a 12 m h1-6 MH F4-. 1-0-0 hf 11 e-7-0 Ala Is •2 e2 12 WILDING TM: Eftctmsmd NmsidwAlet of 1-4♦ »� I-4-e 4 COOEt stands*Building Code (SNCCI 191.1) OD WIND SPEEDS 110 sph MEAN NODE NIGHTS 150 TRUSS LOCATION: ISO am W NEW WIND ff"ORE NASO ON D�E�AN �OARS SNM SELOU I1PLIfT OONECTION NEA(IIREDz .,��N AT EACH SUPPORT. SEE NOTES If AID 11 ADM. h No trusses: 1 1gslmum deflection occurred at bottom joint 03. M Maximum live t.oso Deflection of .347• 16/161. Index-.28/. IL/12WI Maximus Tota! load Defleciton of "544' (9/16). Index•.294. I1-/8161 N Em. -3-z3-13 /)*V NREV A-Z -1013 w' o fr1UQ aun 11t1rISIw RaIE twE: C. SPattwl: tO.O1N6 PSE) Tf%AM 3 O' 1131-19 SPEC 7-10 �- "led c"61WEnEO Pmomcts uis 43000 2-0-0 LL IC 7c L1114E11 2x0 s2 05 SP ' 04. fore Tawe IattSS IIIc - SOS 154-hr, sea$ S. SSW PMvt+ Dc t1�Em 2x1 12 DL Sp •fK,;CI: CEMTEX 3700 A t OAIE: F cn.ro atRA IPIE. In 630,,11 7 0 0. Ic 7 251 FebFIN 1993 a /2147 aeo-".o Wave .air.-- -,wear -Fe"viL It. � 0 L.r%�t,I .Q /b /9 Q ; sw 33 33 a IN: 10 .413 2114 •3 SP avows& t1EfwEp EauISS gliE 1.611 IV1E 1014 t7 1/6 ExfE•1 a5 wa• !E 1.UfE0 f . N w auaco swim Or.Or ur 9ryM 1c1 �rsrr fR % Y Nutt tt stallof& 16yUaa / tes srl.w/ .N y. At ►1.61•J4 00004 NOMA$OMA"10 K COWIVU.4. ►l. *' SOMOCA S W .► MNK fftatMIWM 911/WWJ Wtw'L n,0 la tWttu/tals"Ad.tOOMP44 :/tKM bw ML AUN MtRG S.r1w.4i aA- MN N.ML 04co"l.4 IIF- /« 6MULI*41400 0%04,MW Or 1.0 IW4;31 F.MrbM. R If 4"w4t0•Au4Yfta 9MtM 014!1111 W w.as 601 • QF CnW&ORIQS 6K Irl MC004tM&10 tv" OHIO IP.rMa i 4/•6:/H&18r00K SPACES 96' f t ftt: 100cootoof aAA/b spa"S9 2N0 W&CA""09 Olin �{ FCA 491400 ads"SM 4""t►MEL awl low O/ 1.(.tt- GOMM-AOO.t 6 WAKIN MGM iR1/Z. :/LESS WACO 69-dMI6E 00900 411 wwtltllr as Ow"las FeaL000106. 11CAtt asap AaOl10s wr/s"M l.a wArll.tn A #.Ww MOIWIAL KMEP% VOC~. 9.0 1.70 pews 90c 1/1 V CD6Wr$I43/Co"M WAACM 49YJK IS K Kitwlt AMAk 01% INS rails!.COMMaa K CJOWn 1P6 WSM s9MIKA- S biiw 9gritls M4:d1A11at 1M. SOCA FItT OFIle SLAW.0.9116"114• W.: 6% tc "Al-wb Va' PIM Fos/O/X Okaw MINUTES POLO Ift"S as a 11d1 OISM9 1S ISMS OD UAWW CWtCOTa NJ.MS W. M TKIS(WAS SKS NWO C"HWA FO.IN LGAOtt•14W faoo I OAip►A a 4011I6-ws 46jam WOMP 61 $a'•t *"at.SU olhoAM flog Itast4l A 71 Cast Wt Plates San's fR ARM&M usm IWAS wa. an WS MAMA "GosuallOt as VH Sri► (Mov" AGR. 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SEE ROTES 10 AND /1 ABOVE. F ND trussw.. 1 Maximum deflection OCCUrrCd at bottoa Taint e3. a IISA1M Lave Lead Deflection of .331' 15/16), laden-.264k 6/13411 Oft aim Total Load Deflection of .519' 18/161. ImUm•,291. 64/8551 N �► Q�lf• 3 -Z3- Q3 ftU NAmy -22"q3 tmono in uj-3 Muc-. � ctAtty olvlsroM 98,61E Tref: D.C. sPAce►1c LOAorf16 OTIsFT Tc LlaMa taus& 37.0 "W-17 SPEC T-l f one_ 0 /LPI E ENGSWE7IE7D PoWnWTf Inc 2X1 12 O6 SP 00. FOR 7FAC TF►F55 Inc - SOS S 1901 S. 6961 r- W r � Z'®-0 La Tc 37 L►Seel 2x4 12 Os SP Paa.ACt_ CEIf1EX 3708 A OAIE: 25 Feb 1993 �� Bn17M Pa4ER1C (a 75051 7.O 0. TC 7 12:41 GM-39M r;irE"6sEIL- -eiiL -FtlfrLL eC O LAN7wT IR or "Emma in►/BS R• 544 33.33 CL eC 10 .9115 2x4 #3 SP AGOWSS: ?F IwSl1ISAE SCALV. IO9A1 47 EO('f•1 AL Mar OE MlIrO f/a U ttf"A 0,a0% OL w " A.SCV110 Newlin"OWNS. V C260"N"WAIFS 34094 t "GIAUG&Sa&&lO1C^A.ON Hr MA 1063(0 C"3M QUaW/88/s0 TO/[CON Yid. .lr 0- /.eluent•••wkm & !Mi•far1t CU4 r4a i Items we top r v f411, 111P9 Comm". .00 FAN UW IK JOI.r1 &*&at•.E7NE1 ever 000 01.1oO1 05A1.J.q Ve' .a ~ALLArlOn wL 65=1060 V I0( VRAX.f--%O4K. tai. M i/•06,110 461"A is"NIM.wrt AIA 011.4116 000 A. ICI Edi peens tat 061 tEWowli N acna ean, so-&" V 50.4"4 IAfOon9 40'•310 K' •L A.$.. HANKMtO.10P.C"0 So"&t Ora! W A[.T/Ad"loin rq fit Ars9i,09 01011011 aO ItE 1J1CST M/li tf 1K 40- &Mc%.same A ASI Ifo*do*•A ISE Jt49S swap i/KlbliC uowa4 1N wlacpo Oi M/cll.7a I.t IC0IIO6. y&140 9/11400 STIIfrM"♦Ae111.01n %a witom L /r f-aCe/A►WOvw 8"MCM LC 774. 1"A Ta ASIA "M 10i all caw"I'LSJA.OIKlS Mem ISO,Ks w t CarworAOJA O. 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I1f/4I44P.M.tii bQAG O1 009 M/CCOrA94 W%$ 4 $Or On1m,yr NEO a W IITtS1 41t1{Hr, 1.4 4.t- Gvveck•441I4M I OOTIOI Do4G SPL I...E -A"U 40,510 L4.CAISt WMA "I GOACNrG AS IKL14410 rifto" 04r_ TIO..&CtS14,S4aW40OI R4a IS.M N 60 VA91GOWL I. T-WA AN'NO.A OLOMIM LOC 7Sa I-A 1.7 0064 SOM IN K1 C9Wt36104 O96 Ids"m/11A16,4O at Cmq iWAI 4% I"S ClUss,CI r4fts K V10ItlA In 41719.l4CIIw- f1 $am$t MOUS AsSX&A114" 7757. OOC&rILE I!-IM WLiL Y•91 Mn 1W- r301 AOi4D"ANN 104 4/Y OR"094 IVAL ft&=ow4rLb 1 m"MAN"JOAN IL i WS atCN,.isµ:O p0 CAW CWIKVW Rs►ts OL. • 16r91 COWS 4YS Ofd CFSIa"few 0-4 ►GO O-IS*�om IW.1 VIAW-A,O.BI14LNi IOA[Ai So"=N W •C No&74 r Wo4bom 1 FOD 01"s. 1t ta*ImrCp"Its sins"9 GASB CM A►I4L FORMS Ora. :04 AAS OWpi. NiI4Wtii.At Iso WALL tQfOb 4x407• Vl(S6 44NB 11WWASt 141 SO 46AI9.to 94 IUM 1H4 K OM ON NIMVIO M NO W•. . MSIPCIO4 well slits 09 CARS.GUI 1104. trCOM%om ms.1.15 OCsas4 4a ® NOICAIK$ "m 443cA1101 III 10"Ift NOCLOO t719 94"a GS 110,31 06443015 90110110 I.UW1. to ma OLW* MC:l4l 01104101#1 10.Y T.( • TMS Offsm"IS.0IICJ►4 1I SHO"SA s+w IMAKS O 1r4C91.7 O MATS R41 NM S/fW 11L000CIYIiis -mFFWWI1Oe m1D Ldw011f,WCIFWG -/ODIr1DML rlAI af.FtP Una NIC II16E1 IL 0KS0SI619101♦Q/ f4MUCA101. -VIAS IP.#A IS OESIUKO OILY Fall 109 ►GIS SIAM4. MP47IIS104 FGA 14E MEWAII01 QF POOMIG NMI EE WOE IMI IS 101 M OES9if41llLiTt W IME IRKS f"IEAMP 90 CLAW. -&Q1tCirAIm"0111104181. 41 001600 SIMON 190x0 SIUO- .1W f e �Ir }10.133-"6-0-3 ?-3-e $6'O "-a 5-7-E/ dM 1-5-14 12 92 02 t2 i-S-If 74 Psi MGG MG1f11t G-tO-3 1 12 Q e 7540 3014 7040 ]t!t 3', ]621 (n hS L3 9,x04. � •- ]961 sill 1970 w rill i �� . •\� in# ISMO 1300 174U two H sal 1nzl W r 4 17119 Ia.11 a» w 1 x0 619 317 7 • l].6149i >41D 3vi1 ^ Ii li tlf 02 t2 412 02 27-o-0 1 a-O WILDING TTPE: Emlo"d Reeldentlel D,► CWES staNSOM 101011414110 CC& til 1491) vim SPEM1 110 mph REAM am NIMITt 151 W TAM LOCATION: (SO we& NET Mlle PRESIVK MR93 ON OEM IMS SNM 6ELOY tPLIET CONECTIoN KwIsm lQg4 r AT EACR UWMT. �. SEE NOTES 1E AND It ADM. NO trusses: 1 MaEi/1um deflection Occurred at bottom joint 113. HOAIAWO Lilo Load 0e01411Ction of .337' (9/16). 111069•.271 0./13181 11axsmlln Iota1 Load Deflection of .528' 19/061, lndo+l-.285. (L/6411 Ni �Y 7-2 3 `�3 04W I 1 -M. -q'a W 1 v+© CLAW DIVISION 9LAIE Im* D.C. SPACIM LOMING PSF) K LF1dW-w - TAL*M 37*0, "V-1 -t3 0116. AI.P19E 0419E0JES 9603DUGtSI ICU V-fie 2-9-e LL IC 30 2x41 /2 as SP EM. FOFt TME /BUSS Inc - SOS �Jrg Q 7001 S. car fraNls 7.O Q 0,c 7 iC CLOWA r"DAC1: CEISTEX 3708 a DAIS: 2S Far 1993 GANG P&A Ir1C. IS 7W59 2x41 92 OS SP .3oF ,C Q 421.41 am-SSM WOE AMA.'-- 'fi1C--FMt-S/l LL YC O 04M EAH1U1 10 542 ]] 33 OL k i0 2%t I) SP AEMWSS 9CtLE ' .04BEw f.Y15g fA aE INSI I IUIf 70911. s F.fFP4 as Na♦ 1V- .01410 1,*8 N ttI0/Y1 f.l6•R OF N 6646!las m/mI1A/I SRrOC[ f M-ccrom rUHi fent Of r6I6tSIA SAlEr6q[At<•at 10I ALL 806101 0a%04"Wos/6RraO N R Dor RAMM• 14 y 11M CAMS a#Ialui al.0066.4049� 1190 m10.1 VOYIa'L r0 is WARM IO uwc cm~. en V" %*I W JD11w pYpt f•111-ca#or *am Il.M="Afar.& I?- rY Ila,ra l7fo rd.PgZ/1J a Us 104M owftwe.t. 1300 r4 6a p Niru At-U ►a$MPon VOLMA Ua #Jews%mm % Ile Dam a►lax HO 009 swvave cm is doa p sort tsr-A6ta aA pr►1#s WMISS 90,6130 K' S s qp� 1NaaYM.Umts6 1006 Q a" 111 accocruQ NIm 801 VCLIW MR 6438 us be LA"1!1111711 p tel ow SIMM-Awa a 4011.T1 D cm W1 Ice. tai CSS Pon*mAmem 0ARl11 W w1t"s M6 lacclol1A P30 IJ1114. 1 6041!VI>TJI<<IS A30"7C !1 WIM If.O M %9 66/11846 >r p5t OW&II ng 06.026 r '.00 i7w M t4 7016 SACC 111 AU=WKS5100 WMAZA V•CIVICS3 ice' %ft "-"M gigto At coo *4f g* f/Li IC L VAA Is Comm Iia um w4cm mks"am VA_ s.111"Ws"I1 is 9822 COW a^U cumc SM ft AIVS Q!l# 6 MK MOSS,WS an"c6sa l0 60%"a6ylKab! ftW I fPnRt Ii.~936 RUOM 9Ki1 r1 K' 1 1 GO"N ! #Soma"E3m takal . LL f CA/trlP I1ATEX SINS 04 01"m 30/ilA falai OL• on WS O7dtui p4mft"1101.4G Vol 9WA i08b1o1 IM/l. 4S4S3 WI4s IR.~-A W 16 6AlaEw Co aM.1166 us.a W M jdawlaa M ow■6._ r illatls Blit SMS am tat$,ao a16M 1600"lasts; N41 r4L 045146 171 1#fiJT16KP06mO 1MPf101 1I! SMAC l4 +Was N6 CAI[46059 M tArp"W srMeapNO ••tams. tops 1511, me 14 m w-fm or IA • NyS MStor R MMtit/6a N 1panto 1p" mom of ® eM.-IM W MARKS III mW91 AOA R00904101067a so -AMSIOwt f%0VG CEP,IW43LM WASM is MIS804tefallf of FA MICf106, -Nets fftm IS M310M fen/ POP 1K 1,0066 LAI$. MVilSlat fM out va UES11101 v games 16151 sf"Ja all IS WA pt PEi'OUGISRft7 1r IK tlem FINIIUS30 a CW►►. -NnICIVATts KWKI t/L I1s16[4N SAM%/4131L 400 - .711' 3.6-13 t-14-N 2-10-0 AN 2-tl-n a-s-s s-9-o 5-11-o r•-s ♦�-s Er7t 7�hat 1-16.41 at 03 12 92 9t Moa MAIr►t S-lo-] 1 1: Q 6 2790 3151 4190 3140 2680 1 1 17 �� 394 3I4 776E (j) 6 v S� sir 222E • N . 11W1 \ 1 two 1448 1434 1138 1468 11154P 1 5� 1 1^ 17128 w 4 1 0 17151 13 0040 W �i 730 3306 304 sxs 319 b1, 12 Za Vol b]-6 f-F9 13.6.0 9-7.6 6•-8-d l-p-O N I2 42 92 02 12 M t'a o 1^a-O 37-0-* .t WILDING TMs-Eflclodoi ResidemOM CON& Standoifd NaIidip Cods (BOCCI 1991) VIID SPUDS 110 q* MEAN ROOT NIGPI 154 IRMS LOar1ON& (Se) area W NEI WIND PRESSURE NASD 09 DEAD LOAD$ SHM KL011 mm COIIECTIOM REDl11RED: ic3A f AT Emu affmi. F SEE NOTES 10 AND 11 ADONE. M No trusses: 1 Maximm defleClfon occurrea at b0ttos joint ia. Nagillum Liao Loss Oeflection of .4017' 47/461, Index-.31 IL/10911 M36i is Total Load 06fleCtlon Of .630' 110/161. index-.34& IL/6963 N A R&V- 3-23-93 VIWJ N Q RF-V -22-93 ij rm O tMw S AltA, _ CLOW o17tstom RATE TVM; O.C. SPACING LOADING 9PV1 TC jog" 151115M 37'0- ESV-91 SPEC T-14 OuQ� ALPINE ENBi4EE:lED P1llflutIS Inc2x6 92 09 SP ENG. FOR 760E IFN SS INC - SM GAJ tool S. Gs" Ea1r11 V �Z000 2-0-0 Lt TC 3D BE LINEA PSIDJECr: CEhTEx 37011 A 6 DATE: 25 Fes 1990 Q SAA110 MiAtR[f_ 1d T5&5$ 7.6 OL VC, 7 2x6 92 09 SP 660-3040 WATE 12awrOut 1R jq� . !� Q 64) -AAMEk— "rMf_FQ _5T L 17t SIC O '5" 33.33 at aC to des 2x4 63 SP /o06e.% : SCAI IF: 1q/gt RASE 1.511141E 101u 17 f■C1Pf AS MAW M M31EP 110 h w 66aa[A a64et Is of M9 bft't NI uls/Mll GOMM w CONOCV00 ALAIfs WALL K II1111allw TAaslfllCAA f M tai ata 01961CA 000 llamas 85aza0 is K Coo rrw A., 63. 7` oldw-a is•anoft omtiwo rassEft 4604 MM_f w4cm rA 11r AVFMAs a"W"t7dosl. an rim%of Lf AWI 11a1I16 s•110,416 Ifs' mow f owas 04orrlas l"* oa /tNsaafgos aa:11141:IIJ1 R Li 100119 F~GM- as as V wra ov Aa 70441ta s10c1/f1I[a ass "WWI fiefs • ffI orrn►sa lfes Av am oftmosawli 9s encs San 106a40LA an NuclwG Mlf910i SPACED K' •f 41afa. repolouP•no-cum mai as Offs an McCraw"=Now. ~ rob scaliw A!sails 00 1.9 tam MTTan p rd 6s- 991lc4t0 Maes(a Metal OAaG Vtow likess tw o 41,048151 lVfQfl MI Mac Ns AR awes Im ALM lummo. flbwt Ks/r umewas ptftn' s M Sle wsIgow" 4 f-7Cs1 lMWAA rPJ6CA -AC 4�300 IN HA 10t4 SM 0ii ALL t'OMPrlS5i1i0 1MCM 19WZM aa1U6s N! COdM OlA n Lap LtsTAO{W1010 K Ns1M IM KNVI 30"IfI"- I JOtsT Vehat"amarlsrrO1 VMS. 4W./IfU *&-%a* SPAM tr 111.190 WS' wa i ft nlCAV!l61-04 IR' ITOA fill OCTAL ALAR C4="$"SSI"maws M6 A e OOS U~1s AP"a asM 4004111=104RT1 1 JS os •• IMC$ IWAS"AS Kill,ap9sa901%h s6 4s.1111110,MED uM N I OsvQ Y L HCC/f wKwas SPAK41M RA / .0 fa's e m W UN0parAK1. IL 1Y cOa9lrP ftAm 0M,Asn MSTO Ob anal 60K13/af sl BMs OrAftMr tMPhAalrA Yt.1d WAIA DO 01110 4011. Ua ISS 60:10 sIWF%R% as f0 MOMM W We 14$O.IT Oft CO MOULD in Most Iwo. i Awadi S surf SILTS Alm calls DA er611 vacm 1J41h NM r66s tlslol fA INoI{alls 4s0N6 SMASH" III 101cip 6Mf1LbNe tiAe}Ole K twill I11,043,0 barium Us of 0tmall uaaw*,,A* ai LE awpoons some p 1K s own 1CSl Mw IS aatalCA<t Is 7lQIa spas "MAC'S OF ® CRE0100 M w4iAS STf Ns-11 fO0 lta1ff36AOIMS lazing -AGO11104011.rLAND6#Ol Maaw.Woma s IS rie alsteltil/W F/404T1O. -1:115 Int% Is fas/Lies"t:4111 be W406 MOW. fnwilloo NCP W w4wI6110f K rTa61Is 061 K RIM pO If IW /IE pes t1f619MIT"I fi lot MISS 9ASAICACI0l a t7U0111. -Af licirmigs notalasoL/A6lwT 109ca lelal two - .320' f[dl 3'd-11 /3-i-3 5-2-2 9-3.11 5-3-14 S-2 t 7-1-41 31-7-0 � 74!TF 1..y_1/ ra rz n 1-1-1• w.++rkpt 1-10-3 t2 Q e 39df »eI 39lf Me Siff f ► / / 1 la \ 24" � e p s�' of• � ;,,y, � X goa7 ►521 i,or 1461 IIOA ebr l 4 ' n 594 17176 W • 1 led W 3s4 Sal SINS 304 Std '•)4 17 617�t la_31 Sol$ p 20 lir h>i 7-Ie-10 5-3-11 '3-3-1• 5-2-2 12 02 102 12 M I-N t-1-0 BUILDING TYPE: Enclosed Reeldmt►st �J1 ouou =cdsd•rd Bultdiro Cade (:BOC/ 1091) W WIW MID& 110 "A MEAN ROOF NIG11T1 154 TRUSS LOCATION: (So) area W MET UJUD PRESSURE BASED ON OEM I. 510010 BELOW bPLIFT OONECTION REQUIRED: 1()3� t AT EACH SUPPORT. SEE NOTES 10 AM 11 Af1m. M No tP//fsra: 1 Kanlwull deflectiolt OCClrred at o0tt0w 101nt N. Maeirnl Lave Lead Defleckwo Of .494' falls), Ineee•.♦ 09/8991 Kaatff A total axed Defletaton of .773' 112/15). 10411k■•./1Q 4L/5741 11ECOMIEWED sweep .42- A/� 3-t;'93 O N N 1, RE 3-?-Z-11 t_..i." m I ANTI01vISION PL4IE FVMI O.C. SPACTA4 tOAetNS Plias tnl= 37'0 11V-9 C 1-15 TC 13ee1Ql ALPINE fN MENEO PINMX" Inc y_OOO 2-0-0 LL To: 2x1 62 Ib SP V". Fant 1" TOM ENC - SOS feel AI 5. 4151: E. i eC L1w4MR, PROJECT; CEnTEX 3706 a • dA1E: 25 Fee 1993 fitAfD Pf1Alq[, la 750§1 7.0 ON. TG 7 201 /2 Ds SP LAYWT IR 12/ti 04141-S9AO 'VME7w x-- lift fall L Lt OC O IEe6 Q aE68Ew TRUSS Plalf Irf511rWg 594 �. at 11C 10 2X1 13 SP Atl0pti5.fi 160 at 47 fatEPl AS aA1 wE 0101f0 00a ft s• • o, y ,ems3 o -0 o' o W ►••' Sr10' L �t 11 ,a AS ' QN ai,°" 10V%z yo t(}fa1 art s�sytt►S a to 10t• vtri-- �► ��,s ''" ,eSQI Ir i�„ ' C 40 so lks go rte' �Ro� a•t�,�+ 100 AS nt:► •C& �dt "St � v . to ��rr`¢ 4ptZ Y9►� ► t�M{tri 1.,L ftp.--- I - vpu1V .o -pt 0. V / � -S� ,*fit ,.o" °I Js► .s< � - .N►��,ab r rr��r ,,i soojbera W E66r psi r * �11 ►or Q 9 " • r,"�js* VolOb Quits Ifla Vol tcr► A m toll OM x p.o-tt /Q�rOtA "� !tom"' go o& • ,, ��ti�a►u�� 't�sv s, tr A { v � iN a N 1� vas •4) s � �s S Us i i, f �,eo�ss , . gyp►Q� z�t�)�e � "'z � 4 4 �` t��tipol��vo� •t►yt y,,a 4 D , �f ' 9' rod ry cr b�.t ►� sYt too o tT t Or A 1 Otto .65 Viet Otto tox" rx.9 rot Otis Npry �,.s� $stt d�tL L t• x�A � Otl'�' �ytt rt n�Op x Orlt r it9► for i K R �'Ot1D� its rW ►qs { rsid ' ip»'a' i "� -sema t OVA.011' » 31P �p f(•► iii!~pjM. pt ; 'i ii �4,✓'�ts�aIs Sr+spa r ,ve:r r,�+p=.w %JS • VL '11100- c+'"v,o+ g►I's�tt+,uric+' pool t to 'PS .,�q� M►a► tIs 3'lookOp�s,00t stat 'ivw 'rp �• �s SS00� „ �t •` '� ,� 94 30''"s ,t+ w`sttoo, yq Sa.r, p "crI&iK�`sty'w�"' atr ti PO UOV 'i� _tea+" ,mo D _ .{t V• M aa�OBa IPM ONE aO 8K SKCe M0 441ANCM t UM% >• COwp lbi Nates.rata at 1r6481aC0 S..1Q1.ICal.Os aq as t06Wa Cta7C7 gaMwS AWA"we M OMIGt/.a►• re y /tNcAns tattays OwCAtt ad'A" fri4 0UP-1 swC91i aro 1!"Al t1At wNsw%se CONVID/. OP soma ft" 160 Dlwt VOCIM 0•aIs-410 aw .10" PLftow swaltntal t/•' 640 lllaltal Ic"Am~19:0 O he tatllf ft"wetl. M& ■t I1 a/@on"Iat:OAftr Sense son" au faatf YfEO 4 f4 OOO SPL fats am 401 fevoodho i N Gwv Elea O..aaa CN M*4jM IdWdI t MaCEA K"•a @AA IOlCONW.WACIM Wt6• GUO W ACCCAww*.111141 FM$gUing AM MUO CIA Ut L&lZn 4M/Wt OF 114 A1- ytOCN�aay.9 a M"Of Dow o w0a. :r.CSs&ORD N.NV7st Cawprr we sluctfE 06 mcf4-wr a-AL IzAIHa6. t °11OM wits" 411ot it Sfer�iS."M 19 1401410006 1. 7-arAO AI NWAIL UJISM UK AMM EN fee[SIC 7SCC tai Ka CDI/tl.S61N.OgQM VOW,&as5taifa.141 M CS1111SaA.M C1t/ MS MSWt MW~n 4LM+{ pf«SIs.1],*CjV ta. RS a FOfwoaRn 15s;X10#14A ITEC MGA Fltr 14.140 VYCM if 41%40 afr 01.11153wI IN-) SAA1w6 NIfr 1104 FCS IcfA.Rate MWCCISA Inu•MANs Apo a SMS{[Slaw IS sage!at CCAw cmac"o AAIFS OIL. 41 Will 9VAS NCS NUN CUI~AM ftC aWlri 90M wo t 004LALL M 40A<.Oi 1100070 1Fam AI A. s A 41UY/10 HI40Yti 991 I NAACS 31 9044CIsa PLATES Lis AAF O.tsffi as aa1AL(OWES OC. th Olde Wi110. 1161ALA a PID*A-9 LR AUeA 00f0ft "40. teams 141M OT16i1f4F W tO 66tsts M we swim up.K an a warr"m 4 A,OAV. 4 OVISt1M q.AIE SIRS AFS M%M 4A 0014 tKPM 6094 111•.IAS KSIit 16 fjI.OICITLS KIAI ,IWATIQ1. 111 SE;CIAL 911IQ1wO COG t.4YoM /ear CUSIOW 1wtwoo as a O."MI. Ya &[lift! rfL I.a atMIA1t0/O IM • 1./5 OEs494 Is a/Ot 94110,0910ICAMN tO 9� SPAN INLOWS O Mullen aF IAWsi tte a11F73 F!I[OOO[mmiu'6 -wfr16wrrGls NG I.&KOK si"IflemI Y51011cava 41EPEIIIIK 0117241011 SETES'fEs IOt -Am -swiflafm ft"GAS#(a 1W41r* "Ums IS KwU60fiLtlf CO F"WICAICi. itltF34-4 ]-7-e 3-M 3- O -S-0 313-7-e RAPSw 9114S.IS 1-y.14 1t It 12 t2 {'S-EA 74 74 Ri Na11 ,,,Tont 3.10-3 129E 6190 I: Q a SON" one 9050 1t N p rl1l, N P1i1 2atN 1231 IT.SF � ,� �. 6x12, E9p tie2. Ei6t H t t wl w 210650 20631 W ♦ 1� 94.6173{ i�.6179s 3194 744 a U1 Sao acs 10 45 26 Pti � •s as 7 -o ta- 6644 Stu tt /� NUILOIN6 TYPES Enetesad Iteoldtntlol [v COU9 stendeM Ikilldine Caft CUMI 1901) Q2 U1w S/E®t 110 mph MEAN ROOT NIGUT: 154 TOM LWATIM (Se) area W NET MIND "MM NASED (N OEAO tOADS SMO BELOW UPLIFT OONECTION REQUIRED: Sat - N AT EACH SUPPORT. F- SEE MIES 10 AND 11 ANON, 0) NO trusses: 1 ltaatous deflection occurred at bottom lotnt 03. 0 VaRsmue lire toad Deflection of .los' 13116). In4eO-.262- IL/1370) Nexto ws focal toad Deflection Of .280' 15/16), index-.274• (L/87N s� QEv. 3-23. 93 ,0*0 N j I CIAW OIYTSIDt PLATE VWC O.c. SPACim t-QwiEl6 rsn fc lttlelfll tfall5S 21'o N-7 7-17 Uwe- s I ALPE14E CMTwCEMD PRCOUCfS V-"" 2-0-0 IA TC 2X4 02 Ds SP 106. FOR 7i� If1�S INC - .SOS l IL 46101 S. Gdlf PtCeT )-a OC LtbdMM POCACl: CEISTEX 3706 A OarE 25 Fed 1993 OF �1 ORt04/PNATwt1E. f s 750lt fX !G 7 2X4 02 Els SP Ls1rOY1 lot 7 Q 42441 060-7.940 OC"C-AFW - -PdC`-r CL OC o �1 332 i 33.33 OL eC 110 �� 21[6 03 sP a[4HESS .E 6x90 A f f#RSy A a r t 1.51)tvl E SCK6 + to Aa a7I c.crDa as "AV of tt;lr4 CITY OF ATLANTIC BEACH RECEIVED PERMIT APPLICATION REMODEL, ADDITIONS, OR3' PUMM NS M'OYING,.DEMOLITIONS Ci'.y of Atlantic f3cach uif ing and Zonin owner(s) : G f� Ll i �tC G/ Job Address 1�0� h!n/1 k SI(;�B D) Phone: 4 °`f - 7-4 - O g.Z!!l Lot # e,3 Block or unit # L Subdivision: �G�1e t rAAS' G Contractor: 61fefi6it ��;c,,, �t�v+ST��cFv� State License # Address• t54,61 �jy�{. Phone No: gyzl -2-Z/ '1ZL5�1.r City: A Clcs�n cJ' G State �L Zip Code -252,Z 2-3 Describe work to be done: G✓'G eh eAcfjr7s e- d SP°► t — Present use of building: r[s. cl cr valuation of Proposed Construction: Proposed use: is this an addition? %,,e If yes, what are the dimensions of the added space: /(p ft. X t.' Will the added area be heated and cooled? 410 New electrical (or increase) ? New plumbing fixtures?Ae? New fireplace?-fv New Heat/AC? ij/9 SuMaT 21wi lr B (CC>i►-d"kCZ1L) TWO (RSSIDzKTrAL) CC>IPzr= SZ'Z'S or PS,WO, n==XM SITS rx", SiT"M XaMar GODS 71CSM0, M'TXCZ or cownry3wrl , AND oM>'7A'VCONTRACTOR ArrnAV r, Zr o>onvaR rs COMM SCTOR. Signature OWN*: � Date: Signature CONTRACTDate: 1 AS TO OWNER: sworn to and subscribefgi�e me this y of 29M �hPY Plje JENNIFER i Gn ConnnnlsslON#CC 655715 a EXPIRES JUN 15,2001 BONDED THRU NOTARY P it U AS TO C�Bj C$TmSqIC BONDING CO..INC. Sworn to and subscribed before me this day of � ti;{��. Robin Semer NOTARY PUBLIC *. � * My commission C=5158 •, a` Expires January 22.2009 'j- or rs�• CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION �:_.:: .___ LOCATIONINFORMATION - j Permit Number: 17896 Address: 1481 LINKSIDE DRIVE Permit Type: ELECTRICAL j ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SELVA LINKSIDE Est. Value: Parcel Number: 'Improv. Cost: OWNER INFORMATION Date Issued: 3/10/1999 I — Name: JONES Total Fees: 25.00 j Address: 1481 LINKSIDE DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 3/10/1999 Phone: (000)000-0000 Work Desc: INSTALL OUTLET AND RECEPTACLE WIRE FOR AC CONTRACTOR(S) APPLICATION FEES A PLUS ELECTRICAL PERMIT 25.00 ' I j Inspections Required �I ROUGH ELECTRIC I FINAL ELECTRIC i I t I NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION 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 VIOLATION OF APPLICABLE PROVISIONS OF LAW. i i $25.8014 Date: 3/11/99 81 Receipt: 8846334 — CHECKS 4612 j ATLANTIC BEACH BUILDING DEPT. 08180083221000 I i CITY OF ATLANTIC BEACH, FLORIDA A►vvorHrr APPLICATION FOR LLICTRICAL eARMIT I TO THE CHIEF ELECTRICAL INSPECTOi.: IMPORTANT NOTICE: i IN CONSIDERATION OF PERMIY 31VEN FOR UOINU 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. ELECT 121. MOM: NAME -� a of S ADDRESS: 1 q% l A/A""' S/ L� R RFD BOX BLOO.SIZE BETWEEN; REL �`AJ'T.( ) COMM-( j PUBLIC( I INDUS.( ) NEW 1 I OLD 1 I AEW. f 1 ADDITION ( 1 TRAILER ( 1 TEMP.I ) SIGNS ( 1 SQ FT. URVICEI NEW( j INCREASR I I REPAIR ( j FEE _ 1 o 1EAKEn PH VOL [X Z O d P Y FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL 3 RECEPTACLAS 1 CONCEALED .� Harr. OPEN � ' SWITCH[• o.so TOTAL• A INC/WDgSCENT . PLUOR"mcliNT o M.V. APPLI^NCR• AIRN.P•RATING 113ELL TRANSF. CONOITIONINO COMP,MOTOR H.P.IRATING OTHER MOTORS AMPS EIL HEAT: KW-HEAT MOTORS �1 ".P. VOLTAGE PHSNO. 1 vill VOLTAGE PHS MkitLLANE v TRA FORMER : UNDER 800 V .. 0 ERI V I"% W%,F a PSR 3&44 * 17,621 C3EPARTMEN Otw B Jl NG CITY 05 ATLANTICA�H .. :` - ._—-'�` LATIOINFORATIONPIR T BFCRtAT , e mi Number: 17621 A ir :,_1481 LIR SIDE DRIVE .. rLC RIIA Z233Permit Type;SCREEN ENCLOSURE , ATLANTIC BAC , (lass o Work*NEWOAL DESCRIPTION 4 1 T p 8 OaD FRE Sl vkl: Lot". 83 Twp-. 0 . ga r Sect i on: 0 subd:0 Rng: 0 IweIlings 1 Subdivi ston:SMA :LINKSIDE #2 Est Value: 0.003 Improv, Cost s 11,700 . O' Total Fees 145,00 count Rajd:; Date P-a 999 Ides i ED'',Zl LOSURE PER PLANS, .` Y{� ► t ADPL I CAS'I ON FEES CUP 1,05:.00 del^< I� T ATER IMPACTFIE 40 .00 ATL ; ORIDA 3223 , 576" D �: ,, 4X1971 Feet °aa m .BCIPE, ONST VC ON dd ]0 5 ? +1 DOSE SOUL _. M.. 1aI c 4 ESP NOTES: i I t trtQTt E`- 1NSpECTtONS,t1AUST.BE REQUeSTEI0 ATL ►ST 24 HOURS PRIOR TO w-spEOTtON r BUI MATERIAL,RUBBISH ANIS pESRIS PRt7M THIS WOF K MUST NOT BE PLACED IN PUBLIC SPADE,A�Ip-MUST BE CL UP`#�Nb iAULED AWAY BY EITHER CONTRAt�TOR OR OV�1#� I TOCC3M,PLY WITH T.H ,NIE MANIGS' TL1E1� LAW CAN RE U .T !N P ERTY C)1 I/ ER PING T ICV. F � 8�l�LDIi�Q'i-MPRC)VEM�� , C{"AR�ING TO APPROVES PLANS WHICH;ARE PART OIr THIS PERmrt AND SUBJECT TO REVOCATION ,FOR APPLICABLE PROVISIONS OF LAW. BUILDING DEP/1RTLI€NT .ctix4aa w, .. ,_u. eos'. .gym .`.aK. .:a na. ,. ,»,e e> va'IdE,fkSu''Vu.-.Y ' ,. A'•' �... ._ ..,_ ��....____.` @Y:...i.€ CITiY� OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 1 Va /��Nc.[S f�D �` �f�- �c�2f_r�✓ r9/LC rt Date f y 0S per sg tt = Heated Square Footage rd�,, Garage/Shed $ Per sq - - _ Carport/Porcr _Pe- sq Deck D_(a = per s,:a t = S PaCZO d per ? ft j Q60 TOTAL VALUATION : Tot 1D a-70 Lia Don 1st $ Remaining Value Ste` per thousand or portion taereot TOTAL BUILDING FEE S + 1/ I Filina Fee S �— ( ) Fireplaces @ $15 . 00 S -- BUILDING PERMIT FEE S WATER IMPACT FEE $,__ � 0 SEWER IMPACT FEE S WATER METER/TAP CAPITAL IMPROVEMENT SEWER TaP S 1 RADON ( HRS ) 0050 S SECTION H 'PAVING ( $` HYDRAULIC SHARES S CROSS CONNECTION $ ( ) SURCHARGE . 0050 S OTHER S GRAND TOTAL DUE 7 _ ADDITIONAL PERMITS OR FEES : Mechanical Plumbina _ Eiectric/New Electric/Temp, : SwimminaPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE• WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET. LAVATORY & BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) _DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) __KITCHEN SINK (2) DENTAL LAVATORY (1) 3 t KITCHEbi SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) —GRIMDEY (3) _ URINAL STALL, WASHOUT (4) BIDET (2) I FLUSHING M SINK ($) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL. PEDESTAL. SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) --tURINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS $20.00 EACH $ JOB INFORMATION / y� �-(AJ 6< .S 12/4 i t ...... ....t. ...........».... ....:.._........t........ .� ....... �........ . ........ .. ..: RECEI, E .......... ............ .............. .......... .._............ 13... Ec- 4 1tTV .............<. .. .............. ..... aa �Ity Qyf Ailantic 0 0 0 v m w m f�ih`t�7 G ��G�o,Z c.✓C re 6„ 0 0 z � 1� Kvo( P� rf�G ale 4t a W J W Q ...... ..... a fi SG�c�c fv 6G Jud , 0,3 c ,n N N M tCL N.. �-scP dower 'o� tO _. _. CL ( T J^ s �st: � SPR . . T. cpv, •, surlier,, L d p: 0 , aiLO Z� =� voi3 —13.5 .� L SYN .► ... a c cn °1 . : ........� .... ....,.... ..... .............;............_.....,..�_..,.._._,..........e.... ,...i...... ...�............ ....a ..... .... ... ..... ,... ... ... .... ..... .... .. .... ...... ... .. ........_...R.......... i.. ..:...................T....... ...... ...... ......(...... ............R.El -C El I .... ... .... .. ...._ .. ..... ... ...... .. 1 � [ : 1�/' D.- ..... I (?y� �jy, q^ i /�j9A W 0 0 o pityof AtIlant'Ic...Beacf�.....; . Budding..and..;Zoning.:...:;.. .. v } m /� o m :.. �rL (� to C,�tt„_ z 5 W K-Ofalea j'i•+S ' W J W Q .. �j QKrF+ ; ; '; ; ...... .. N _ CLNN 117' � sf�P don .. N �MaLnc` p� CJ Q m ✓H��4__ L. o C �0ON _ re T b e rl-�J o ... .....w . , N OZm D oc�n3� N ....... •� �N i. Q� ^ a c i i .......... ... . . ... .... ... .. ... ..... . i won MAP SHOWING BOUNDARY SURVEY OF LOT A3 BLOCK - AS SHOWN ON MAP OF _ slEJc VA 4 eNf..S1bJc_ awI T 2 AS RECUIinm IN PIAT 8004K_ WT_ CX THE CURRENT PU8U(. nmgRRs OF bUYAL CX), n FOR; CENT?X .Hf1MES �agPu,�e4rfav ROTE BeARMtGS Sh1c14VN HFJi N ARE BA&Eu C7N THE RBpy moacm-in PLAT. G/Nks/'op q,q/VE ar ,qtr GNr-DF- ev.1>• i bi•g' A �L of 44 '9b ti 4 ? e f•STMY .nlCro' ��•' �s no h/ �. MF.Nil w "r.4VE5 SPA v ��1 w�rro•:� ,c W W/ W ` a , t5lp - � $Lrt�i/� Cnc�aSul'e 3DSI - -- f �. N ,6uKMaY caar.�NG LM!on//.Ya rbc{� O�kMr n(/ry� Y 00 j �� e ep Cls-Ire _S'�p • v �•- ..Atir�ASFw of 1wro* y —erAS AdFfvr �R' J �rJrNria,ii rlA e Acs' ;55 i'oK M,41'vTENA 10E— ki i • r zo` E�s�rr�'/rr •W /// fOR l�A/NAGE- w�i ti I HEREBY GERMY Tioi Im e'tm v.m&p-7HMku umm F.FY RE PONSIB1.E oueecma,mgm TME Lw4m M III;I NI TFl>"rAI RTMJ nAnDS MILANO SUMEY0115IN A4L'WWo.uu+Lt WIN U WIFti 1TNH-%ftA ADONSMATIYE CODE (R/RSUANTTC%,*jrm7N477A9T,MAWMASTAMM).AND MMEiCUiflF lw ImbNkANkW)V%wLkkNc;muA;;-w• ■ c'"" '�'c"�'� MENTI UPON TM!MAJECT Pk'rFRTY pla.00a AR SOMM CIN Ti 15 EUIIYCY. • Tn eu•uau•-�•A�� FLAB CER_TIF•ICATE: tw-LGT u+oww►F+pnw is iN n ronin ut wrawo RuIr mm uwe AS *K~nN Tw n nrw)vm#ANCf BATF Cl_ARSON Am ASSOCIATES, INC. t ocw•,y,Awe MAV,L%AtMUmw tA" N5 imws- (x6_2 C ,OATIM 1.170. INO NNAO AVL.IAOKiWUX FLA"101 " �w■r ..�ANiUlf1 F W. a■No MIA1■2 P.C. P"ff K CURVA"m SURVEYED Au64W rc, 10 +`: _ /sC/ F.T. pow.•T"GiNc. . w OUfI"C1V�NQ AN&J,ILA. PAA. PowaIIiltoFMCOrINC SrAI I' ! t G JOSE .4 H/�C ra-0. roar.or fe, 0-1.7, P$.44 FIELD 50M stp F'O. -M MAP SHOWING BOUNDARY SURVEY OF LOT d3 . BLOCK AS SHOWN ON MAP OF S.F6 I/-/ 4 INAUZO ' LlN1 T AS RECUImm IN PLAT EtOaK_ •IT^ PA0E5 ds dsB cx THE CURRENT PU&U(- nrr.ORE%S OF DUVAL CA), n A FOA: CENT?-X ,Ht7MBS Cd4PU,�trrON . NO BEAAMfGti SHtLvvri HtRcvN ARE BASE q ON THE A80VE m PLAT. tFHT-DF• w.4,) N,ff,": W 4 CH.50.GV r• ra+c Ap r.R.c. $ 44 7A go H•A�In I[µ�&ew7,lw y 01 V /- D/YELLAVG at +. tit►.MaE w Iz"C4VE's SPA ► lk •+ Int •rrro•:E s�r�r� �nc(osure ' 30s� rr f �_ ,_� �SC.GQyrY G'6aKlMr LM ONLY � ' • �nclosufl° ' � �' •� r�> s K e of iwnw —04si MFNY AOR ,Ly fi MAI Vl3N ACC ;%55 r'PA M,I/NTENR ' di r It EASd'MEN7" X' W fOR L•vgrllNAGE- M�i � S t • h 1 tiEA MY Clem"THAI that 11vm7,pu"Imw UNDR MY Pf5pQ vKJE twa cTOK Mm 1w 4IRWNtw 1 t t tl NI l- TF+`itfwA ATAN WMZ fOtt LAND SWIYEYOrS r4 NA*NNV4LA,W11N L*WIbK 21MN-%KA AMM$rPATIVE C�7V . (Al..—%O (FL4MANTT0,%FCTnNa77m7,rtbAIDAS MM).ANDPJ 7HQSCfJSMIRAI II�a�AucN)v"LhkNuiura.- • .n wuuraM•..�at�� 1ASS4tT'Si UpcN T+1!$UBJECT WW4*TY F1C:S PT AA 111141AM ON TIES WYMY. o yr 7sT�o,•a:na FL DAD CJ3K FIGATE- me LcjT SHOWN N-AwIw is IN n nnrt S11. Nab"AMIN MM I" Yt .X- u SHo%N rw vw n nre rd�Iftwr.MTF CLAIMN ANr ASSOCIATES, INC. c 0"w",Aww IIIII MAY.�TJNI►N1 M PA1M tit' 17MTS• q!n e ,DATM 1.1740. 1040 NAtAO AME•�AMQWA"FIJI N107 w I • uc,.arurs � ta a .r.1.M2 , rr. rear or R SURYEYE1V640j tL, si• P.T. • ae.TAN48u OUflrCtb�IQ■iGt,ttA. rL.G mm K K'VOSIS Olrht SRAt r• ` 0JOsE A.H/IL ►o o. roar or �'. i•P* wNP N fa. 937, f1.it HELD twat s/O 1"O. 44 _ 1099 CITY OF ATLANTIC #R 1F ,M_ TIMo 'T iT ain+M Mil_+M'M +M M+w wk.'AN tM+Pb,4n LOC MI n ++�'�4: �In�4 1Ma! 10_99a Addr��« 1 81 " INKSID ,E3RI�E Ferl i t > }R I C ATLAN' I G BEACH, 1 hIark AY�TI t 'IC ,.: .. � ALS DESCRIP ICS Cons t r x T 'pe: WC#Q}J R Lit « I 1 c,c gicti on ptopgoged Use-. SCREEN `t�LOSCJRE TtWuship; Ft p#: 0 Eta ►ted V u $14t1��4fl Trrspray. Ct: "t :' $4 ,tJt Total Fees.. $30' 00 A 00 A ! 9: 14ork Ike I I� i PORCH PER PLANS .... Rt7Cl'�A PRI T; $30.40 Ad #3I1w}E IDRIVEMAT I�� IMPACT ��`EE 0 .00 ,. 6 - 14 '` r1Z U44 y ., . Rit CAS- ,R S. 0.:00 RADON CAE % � $0.,00 N e R R. CAPITAL IMPROVE. 0 40: CRC9S1$ + OPINI TION � ,pit Type Sr'C w;IM ACT FEE 0 .00 00 ' NOTICE--AL:L.CQiFt i�t�RII�SAND FOOTINGS MUST Ir1SPECTEI < Ef�OIE:PQUNMIC�i L. Y. F'ERMlT VOID SIX MONTHS AFTEF}"I A e b0 Issue: �3UrLDINCi MATERIAL, RUB ISN ASI€?DEBRIS,,FROM THIS WORK MUST"rVt3T 8E PIt�CED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND,HAULED AWAY"sY EITHER CONTRACTOR OR OWNER. t ITR THEA C l ► LAW C 'S ,R DIN IMPROWMENTS 3: #SlE ?1+CCORD11�G'TC APPA6 Eb PLAN$WHICH AFiE PART CF THIS F�I�RMIT ANC7 SI�BJECT Tt)F�E�4£,ATrt7N f=C?R r l IOLATI©N CJI="APt?'LIC 181.E PRC)VI"$IONS EJF.LAW. t�# TIC BEACH BUILCdINCaEPA� NT T 77 CITY OF ATLANTIC BEACH PERMIT CALC/U'LATION SHEET Address Y /Lyy S 10 f- Date / ( - 6 Heated Square Footage @ $ per sq ft = $ . Garage/Shed @ $ per sq ft = $ Carpor orc - /OF @ $ /'-5.Oa per sq ft = $ q0 c"/ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : $ l qo Total Val ation 1st Remaining Value per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ f ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE WATER IMPACT FEE S _ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT S _ SEWER TAP $ ( ) RADON (HRS) .0050 S SECTION H PAVING ( HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ �� ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: r e CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS c (� OLITIONS / I Owner(s) : Jei + l� Address : `t l5I Cif n(Co iCIL D( Phone: Lot # OJ Block or Unit # Subdivision: 6, Lind L"_ Contractor: 0.��-ate State License # Address: Phone No:- cq A. =.4o� � Describe work to be done: u S Qrcene- Present use of building: S( A Valuation of Proposed Construction: Proposed use: 2QAi0 �¢- r -Is this an addition? If yes, what are the dimensions of the added space: �_ft . X 9 ft. Will the added area be heated and cooled? New electrical (or increase)? t'�c3 New plumbing fixtures? ±f New fireplace? _ New Heat/AC? y SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NqTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER S CONTRACT R.' Signature OWNE Date: Signature CONTRACT ONTRAC R: Date: License Supplied: Liability Insurance: SEP A' 49; Worker' s Compensation Insurance: Buildfg� and 1995 Zoning i City of Atlantic Bch. U'_4 UI i 411 F'iJ1 MAP SHOWVING BOUNDARY SURVEY OF L4T 8� BLOCK AS SHOWN ON MAP O s��vet �7 -- � OF THE CURRENT PUBLIC RECORDS OF pUVAL CO-, FLA. AS RECOpOtiD 4N PLAT BOOK PAGES FOR: CENTEX HOMFS GoRP4RAT/o/u NS SHOWN HFA N ARE BASED ON THE ABOVE MEHTIONEO PLTE. AT. e L/Nk'S/DE oRmw ( so,R/6NT- oF- wAY) • y, Q•I'-Ii=Ili" A'SD.D/ RC. 9y 74' 6410 h t4 otic*,44 q'ry b a ° N6 f$•00 :.:. v�.wN � M 'ql /iN/JN f[°pR![IM17rory/l.e/ �. (op .s' �nr�Inew[�mes� vew�,rA[ h 4�► It m D I �• SroRY .srvcro Al .�, -�'wAll o 4V /Z"EA i/ws w h it ,.. :,. ,.�' � ` o �`►a '.' 14 ham':: 1 All?'I* % w ' to°` SURYdY CLOSING LAW On/LY 2 ' AR A4N14 td EAS ME/VT how DETEiv rloAl A%V15 ACC t5 ACA M,A/N7'FA/, E .F_ � o EO EASEMENT � � W foR DRA/NAGE w t•-'- _ -- _ .......-.---- 1 R AI A September 171995 Dear mr. Grunewald : In reference to your letter dated August 23, 19959 1 thought the building permit for my screened porch had been issued during the construction of my house. I spoke to Scott Dockery from Centex. this week and he said construction was delayed on a,,y home because of a permit to put footers in the patio cement slab in order to build my porch. He said I riisunderstood the purpose of the permit and the contractor who built the porch should have filed for a permit at City Hall. I have left numerous messages with Randall Fuller in reference 0 to this situation and to no avail he has not bothered to rectify the situation. I have owned five homes in Atlantic Beach since 1980 and I am well aware of building codes and permits and did not realize I was in violation when my screened porch was built in Jan. 95. I thought since I paid Centex extra during pre-construction for the permit that I was covered. My Mistakel Do I need to hire another contractor to complete this transaction? I do not want my porch torn down so please advise me accordingly. Since ely, in,, ely? _4 _ , V, Sherry R4 ITuckaby W 1481 Liahside Drivrie , A Atlantic Beach, Florida SEP 71995 #247-0971 Building and Zoning Fi`y y2 NOTICE OF 1'V *1E'NCE1'V� Z T 5 MIN. ET �RN �F'' 91x2 (REQUIRED IN DUPLICATE) pg: 2aOO PHONE# 6�= Doc# 99007960 Filed & Recorded The undersigned here7informs all concerned that improvements will be made 01/12/99 to certain real property, and in accordance with section 713-13 of the Florida Statutes 09:42:41 A.M. HENS�'� (Revised 1-1-92), the following information is stated: CLEfTMif, Fq - v COUNTY, FL REG. $ 6.00 Legal Description of Property: 4 D ? 3 1 tAh General Description of Improvements:SGC-_ee-^ W Arc! p 6 Book 9182 Pg 2ao Owner Name, (printed):T Address: 14-0 w k s t.�e �r �ti ,s u u (e PL L 2 3 Owner's interest in Property. Fee Simple Title holder(if other than Owner) Name (printed): Address: Contractor (printed): Address: l oq 5 0 ' (7 SPA j csS . ✓M Y /Z 7– i I Surety (if any) (printed): Amount of bond $ Address: Person or Lender making a loan f r istruction of Improvements: Name (printed): j Address: i WARNING: OWNER CONSULT LENDER OR ATTOR" BEFORE RECORDING THIS NOTICE OF COMMENCEMENT. Person within the State of Florida designated by Owner upon whom Pftticce or other documents may be served: Name: VA— I 1 Address: ( In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 (2) (B), Florida Statutes (Fill In at Owner's option). Name (printed): IAddress: Owner Signature Date Signed ner blame (printed) ~ In County Named Of State QnA_,� 1 am a Notary Public of the State of Florida,and my Commission expires: 1 �� THE FOREEGOING !NSTPUMENT was acknowledged before me an ._ '� 5 by _ ►c-- �-'►�"� who is personally known to me or who has MAP SHOWING BOUNDARY SURVEY OF OT �9J BLOCK _ AS SHOWN ON MAP OF 5,911 VA L/IVilc'54AE L/N/T AS RECORDED IN PLAT BOOK ' PAGES _&YA-6 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: CENrEX NOM 75 CORPQRAT/OCL! N S SOWN HER N ARE 8ASED ON THE ABOVE Mg'aORU PLAT, L IAIA'.S/ve oRlVw Coo,R/6!/T• OF- ov-4Y� " A-/!Pg=,1" 4'so.of r. Nc's�-oo ry RC' cwlSD.O ' R• /,47r.70 + awl!Q' rt. v0.97 74 f. `4 h :p�,c♦,d4 h� q iL N6 - fs•vo •odAMM y i t A0' 'N i,,usN «aat tclrwf.wJ�s.a �3.� 4°4 (,v PAw1 IFoofrc WAfkAf sraey srvcro ° Al i' !S'•o�'W § �• vw'&zZN6 rkr y � lr.4" /y.a' S � $ ' ' SvRYFY CtoS/,V� L.w MAY A15%ss'.!4-)Vt7VA CW BAA19 td M t Ole 4rsR N EAS MZ-/VT fOR +• AerEA/T/0A/ ' AN15 s ACC v�55 ,CdA M. ,4/N 7'FAlA C� L7jeE#4sEm"amr AOR DRA/NfifsE y N 2 $O. D D � v - �"AV inti 41995 � :~ 4 Tatt-firate of MccupancU (nitu of Atlantic +N=4 -- 31oriba 19 partmut of Nuilf ing Jnopertion i 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 t1 i Ali '' e »_CiC°Cr Bldg. Permit No. J Group Type Construction � Fire District -,1'anI i-t= becl- 615'20 Owner of Building _T,t "" R% i S t,,pr Address � C' I Ju . ..3 -.x .c.__. .. L—;.. Builydjng Address t' 3. -,i L s L V Locality 0-i a n li Building Official Date: POST IN A CONSPICUOUS PLACE Of A� of o tic ST 1:01k Sp C! a IDate 'lceet�g6 r ( G°ntia�tor P� �t G 'Lon, Pe I h bite '---• I s clFt1C.P�' P°u��t Pie Fab PM -109 Roo9�"�`en9 gewel Zeop a Fr�da9 me FInat A il�SPeel%oN lbucs �a �oi�n9 grab �~ntet REA PN,. Re tnsu Pp°�tin9 Vdgd' P�� tnsPg tai°�' nab e ° i f ettt�cate �/— SUes Datg tnsPecton CITY OF Office of Building Official YREQUEST FAR INSPECTION Date_ ~ Permit No. _ Time / A Received {' lZi Job ress 1� Locality Owner's Name Contractor C13:UILDI ' � CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring Rough Air Cond. & Re Roofing Slab Temp Pole Top Out Heating Insulation Lintel = Final Sewer _ Fire Place Pre Fab READY F-Ok INSPECTION A.M, Mon. Tues. Jed. s. Friday P.M. A.M. Inspection.Made _ �`i v _ P.M. Final Inspection _ -L y Certificate of Occupancy Date OF 40041 01o �pfi A"o. �?me ved ( C°nuact°� p�VM6\N �e e place 1 Nl,tn9 Sewer Job w nets C,,A�� r Sena r Otk F[iday' Nam t�\h'G SaG 9 % O FpA 1Nsp��C1 FKamin9t.n9 Ne}, p.M \nSPeCt°^ ruPancy /, k;o / Fina Qc� e°ti0n�aae lnsP � r_Pe.cto` r Of e ge0\01A R�QU�. P�,. `QGatdy ..• Oate r , e !fir/ of°r M Hea< 9 Ge pte Fa d T�eGQ��ed Gautra Ftte?� ¢ {ess _ fA�GA� ou put PM. 30b�dj �E�EC t1n9 suet f M WneC's V �� ell ONGR1ert N �K'day i 0 �Q�`:y' O�p�l,Ng4�C1\0 .�rucs V UnleN REP M. lnsuiati0 � GOO\Gate tinsPeC��°�dada = yy�tt. ,. f CITY OF AYaKtic &auk - 1tlsvz& ,A4,." t�� MO SIMUNOLE ROAD ATLANTIC WATCH.FLORIDA 32D3•SU5 TELEMIONE(964)247-SMB FAX(914)247-SM NOTICE TO: hater Department FROM: Building oDepartment DATE: /Q2- . � 1� 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 -$ince 11, 1 Building Department F ^ dt`xeo` N 01 0159 °°ap�y pN\GpL f o PM. 1 °ugh O P Game ed ��\Gp� Cl Poepc� Joa Pdd� �°Jgr P ' N s GGNGgem- F\\'ov-f-o e g C P�O PM sPeG��or c.Pa�cy C, NBU\gyp\NG SvIleA V1ea' Foe` \cake°t Gc G F�aR"oot�a9 � P� ai�or .ices• 2. J A eci`O(\ ade M ectot \�sP / THE ! {1/V/ zMAL INSPECTIONtS> HAVE BEEN MADE AND ARE SATIS, 0/�� '�` i 70? ------ ------ Gtrr l�� ------_�------------------------------ --------------- L----------------- ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY. BUILDING INSPECTION DIVISION cc:FILE TRANSMITTAL DOCUMENT FOR JEA DATE: // /- 9 '/" The following permits have passed "rough" inspection: Permit No. Address k- gxs�a�edaeacsoaassxsa�c�ooa�peLxoa6cxlsbsumi7b®c. Please update your records accordingly. Thanky u { A-i EVJI LD NG CLERK CITY OF ATLANTIC BEACH /vcb CITY OF ATLANTIC BEACH, FLORIDA APPlawdbY APPLICATION FOR ELECTRICAL -PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:.., ��- 19-1 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. .a ELECTRICAL FIRM: A4 A qTeA ELECTRICIAN i NAME.. CY u�Ex ADDRESS:..;' `s' U VIP\_)ck_: RFD BOX BLDG.SIZE �+-�� 1.1� ____.,___,_,_BETWEEN: RES.ON APT.{ ! COMM.( ! PUBLIC,( ) INDUS.i 1 NEW OLD( I REW.{ 1 ADDITION( 1 TRAILER{ 1 TEMP.1 ) SIGNS ( 1 SO.FT. SERVICE: NEW IYJ INCREASE( i REPAIR ( I FEE CONDUCTOR SIZE ` /0 AMPS `D COPPER I I ALUM.0N q5 WTC11 OR BREAKER \150 AMPS PH 3 W 2-4W0 AY EXIST.SERV.SIZE AMPS PH • W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.30 AMPS. 21.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT a1 M.V. FIXED 0.100 AMPS. OV6q APPLIANCES BELL TRANSF. AIR N.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT O.lOVER MOTORS N.P. VOLTAGE PNS NO. 11I.P. VOLTAGE PHS rp f�a CITY OF /fieri-dr7&u ay � G Office of Building Official 9 D REQUEST FOR INSPECTION Date—' �� Permit No. Timew A.M. Received /_5 P.M. Job Address Locality j Na owner's Na me �-._ C� _ Contractor ' � CONCRETE <=ELECT_____ PLUTvF�TRr � GF LAICAL Framing Footing = Rough Wiring 0G Rough Air Con Re Roofing Slab Temp Pose Top Out Heating Insulation Lintei Final Sewer _ Fire Place Pre Fab BEADY FOR INSPECTION A.M. � Mon. Tues. Wed. Thurs. Frid y RM. A.M. Inspection Made Final Inspection C Certificate of Occupancy E� Date _ A$t.3844 9249 DEPARTMENT OF BUILDlNd, CITY DPATLANTIC BEACH PERMIT INFORMATION -- -_w---- O �T N � �� N ~P rm t Nuraber�_ 2�49 ddre sx � ASK "" _�_-_ Permit Type* MECHANICAL ATLANTIC BEA'"H. FLORIDA 32233 LEGAL DESCRIPTION - 1 "� o work: NEN ,.,,..._----- 1"ofi tr. Type WOOD FRP,1�II ot. 0 Block. Section; "Proposed D,se SINGLE FAMILY Townsh'ip'. RNC: we I ing n Code 4 Q ubdiv"isican t SEL,UA LINKSIDE #2 E--t teat+ d value- Improv. lue:Improv. Cost : 4D Total F . S37 .00 A aunt 37 .Ot TION APPLICATION PEES N. «. .. PERMIT $37 .,00 Add E DRIVE p1AT MPAC'P�EI? C .,C FLORID '17T P 0loCL0 ho RADON O,AS-H.R.S. $0 .00 C A O AT ICJ* . -- RADON 'CAB S $0.00 Klime NANDA 1 HEAT & AI �,�, � CAP TTAL-IMPR. E. -, $0 00 B� OAp SZWR TAP $0 ,00 AC LE PL 3225 CROSS CONRECTION� E ,� tJ La a 2 .w Type SEC H IMPACT' .FEE ", rats If 1i . nu..' "F"fib+m&C.1aw wy,yy��;M'f REA B CHjx Lgr fid. 1 I t NOTICE-ALL CONCRETEFORMS Anka FOOTINGS MUST BEiNSPECTED BEFORE POURING - 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 CLEANED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER 66F ILURE TMJ COMPLY WITH THE MECHANICS" LIEN LAW CAN RESULT IN THE PROP=ERTY OWNER PAYING TWICE FOR",BUILDING ' x ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS'PERMIT AND SUBJECT TO REVOCATION FOR ViOL/0.T1ON QF APPLICABLY PROVISIONS.QF LAW, ATLANTIC BEAN BUILDING pE ARTMENTI I '' I �'�,�., . --- BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH. FLORIDA 33433 APPLICATION FOR MECHANICAL- PERMIT CAL:-1N'NUmsi R IMPORTANT -- Applicant to complete all items in sections I, 11..111, and IV, I• 1481 LINKSIDE DRIVE LOCATION Straat Addr�u OF . inl.r,..tias streets: solusen SIMMOLE ROAD And ATLANTIC BLVD EUILDING Sub•dir;s;on SELVA LINKS IDE LOT 83 ll. IDENTIFICATION -- To be completed by all applicants In cons;derat;on of per1n;1 given for doing Ike work as do"ribed in the obcvo statement we heieby agfee to Fe -n said .o•. •• a::: :a :e .;th the tttscljd plans and spec;f;cal;ons which aro a part hereof and in occordanco wile the C;ty of Jaclso��X# aid;-aces a-J of good practice listed therain. Nano of Llechanical Contractors Coa/ractor (hint) MANDARIN HEAT & AIR hl.a., CACA12623 Nam@ of Properly Owner 3 S4,tsture of 0-mor Signature of w Arth4wim4l Agent I CENTEX HOMES Arehit.et or Engineer Iia. GENS AL INFORMATION A. Type of bating fuel: B• IS OTHER CONSTRUCTION BEING DONE ON ❑ Electric THIS WILDING OR SITE YFS ❑ Gas—❑ tP ❑ Natural ❑ Control Utility IF YES, GIVE NUTASER OF CONSTRUCTION 9029 ❑ Oi PERMIT ❑ Olbr — specify r IV. MICK4NNICAL EOUIN.IWT TO EE INSTALLED NATURE OF WORK IFro+ido complete list of compo"Isk on beck of this fonts) CJ Residential or (1 Commercial ❑ Heat ❑ Space ❑ Assessed O Control O Flow ❑ New Building ❑ Air Coadr6coings ❑ Room ❑ Coatrel ❑ Existing Building ❑ 'Dsact Syaterat Material Tlslckaeso ❑ Replacement of existing system Masimum capacity 1200 CJJA, O New Installation(No system previously installed) ❑ Ref*ig%raf;oss ❑ Extension or add-on to existing system ❑ Cooiip vw~: Cepecity ❑ Other — Specliy ❑ F;m sprinUars: Number of It"� -- ❑ 8e.•esor ❑ Maaiih ❑ EmAlOor (cumber) THIS SPACE FOR OFFICE USA ONLY ❑ Geaotiee pumps (number) (R•ed) ❑ Tads— (aumboe) Rer"As ❑ LFG t:aatai (rwmbe►) ❑ UeProd pnassln vetaM ❑ Were Fonnit Approved by pate ❑ ewer — spwgy term;?Fee LIST ALL EQUIPMENT AIA CONDITIONING AND REFRIGERATION EQUIPMENT Number Mats DaecripUoas Modal Number Manufacturer jr ASD _ UULs�T CSF ADDITIONS • CO " • NS ! • NOT REMOVE Galt L ,77";,,1y,.'' /,•4.;.: . ./'%..� :' .%X.:';fir" , �'"' ..+" THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections sholl be mode before the job will be accepted 14 r'`/�'�/'�,�',�/•�"'tri„ ,/'�"`�%�-si!ty�/�""- .�-"�r� -.41 �1•rte, ,,'�r!! '''�,,��',�rF��`�=„�! r .�_` �i�•+cr S"'t.,r�, It is unlawful for any Carpenter. Contractor. 90der, or other persons. to cover or cause to be covered. any port of the work with flooring, loth, earth or other material, until the grope, inspector hos had ample time to approve the tnstoitotton, After additions or corrections hers been made, utf%1 _trbvildinq Department for on inspection. Feld Inspectors are in the office from t0 Monday through fndey. :,,NBNv ELK Opp CITY OF 41 $4 / Office of Bluilding Official REQUEST FOR INSPECTION Date —__ Z,-< l/ Per --- Time Received ` --_P.M. Job Address Locality Owner's Name CCntraCtOr BUILDING CONCRETE ELECTRICAL PLWASING MECHANICAL Framing - Fo—°i'nnc Rough Wiring Rough _ Air Cond. & Re Roofing Temp Pole Top Out _ Heating Insulation _ Lime; C Final Sewer Fire Place Pre Fab READY FOR HNISPECTIOi A.M. Mon, Tues Wed. Thurs. Friday RM. inspection Made I Fina!Inspection Gertlficate of Occupancy a 9128 1 PARTOAENT OF BUILCIING CITY Of ATLANTIC:N A FI +.... PE I ' i �,i ..rwr++.+.. :r wr irwrw+rw r++K LOW+R'R��6 'Vk'f: NFORMATI N , ----- ......e: »fit Number: 5128 Addre t Y '14$1 ,LINK16IDE DRIVE Fe>~rca t 'TPLUMBING' AT iT I C BEACH, FLOX DA Cl a-ss of Work: NES . w ._.,,� o» LEGAL DE'SCRI'PTION - Co Etr. -Typ ; NOOO PRME L a S3 BI Set c »t ,Pro'posed Use> SINGLE, FAMILY Towims hip 'RNC; bttwijl inns : I Code. Subd�v%as�can� SIILVA LINKSIHE # ma tit'ii ted value, Improv. Cost : Total Fees : 0 ' I'a�uzlt ">"ESD Bad .b /2`6/94 I t3MBj,NG IN 14EW RES I DZX:X Y R 77' 1.i VL7 -74,7' to F r A P#L I CAT I O FEES Ne r PERMIT . $42 .00 dd w= DRIVE'S �1ATR, IMPACT FEE Q £' N. FOR DA X22 S YMPAC � FLE �& s4 oQ TAR,,Ph � TXN $0 .:00 Name;: R LUMBI'149A, dAP'ITAL IMPROVE .CD dd ;e s2 14DING k&VP' jk S�Re " F. ,. . 21 } 0, COBS 'CONNECTION $0.00 L CFC Type 4 It IMPACTFEE $0,00 CONST, URCxAR a k 9 SCAIGEC ATL t` r ' M , .. SI h.8nns'b..a+*ax"wah'Poewma.wupq(tif&s'unv gymp ronsx. w.avc M ,gyrtc+mw .� : 3,s NOTICE—ALL CONCRETE FORMSANO FOOTINGS NIUST"8E.04SPECTED BEFORE POURING s PERMIT VOD.SIX MONTHS AFTER DATE OF ISSUE BUII, ING MATERIAL,RUBBISH AND DEBRIS FRflM.THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE..ANf?MUST BE CLE"ARSE}UP AND HAUL LED AWAY BY EITHER CONTRACTOR 00 OWNER #1.1J E TO CtY MPLY ITT THE:MIIECHAN CS' LIEN LAW CAN AESULT I TPROPERTY 3WNBR SAYING TWICE FOR BUILDING JIMPROVEMENTS." i 1 ;3l,1E0 ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND S ISJECT TO R>rVOCATtbN POR V ION OPAPPLICABLE PROVISIONS OF LAW. :ATTIC CH BUILDING DEP °RTME T Q{1 a CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: PLUMBING CONTRACTOR:-DON HARRIS PLUMBING CO. ------�:6-Ba��4668--------------- . LICENSE NUMBERS:...... _JACKSONVL L_ELL_3 F ]a-___________ C-E C-019 1 14 (904) 772-0900 OWNER:-------- ------ ------- - ----- - ------ -------------- ----- BUILDING CONTRACTOR: _________________________________ TYPE OF BUILDING:------- �- =`� -- --Is/ - -�.------------------------- ----- SINKS ---------- SHOWERS LAVATORY __________WATER HEATERS ___BATH TUBS __DISHWASHERS __URINALS DISPOSALS _____Z_--CLOSETS WASHING MACHINE __________FLOOR DRAINS OTHER TOTAL FIXTURE .COUNT --- ----------------------------- -- -- — --------------- INSTALLATION OF PLUMBING AND FIXTUREIS •MUST BE 'IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMHBING CODE::;: a 09029 s 'Im �61&ttf r DtjtY PA #IASNT. FAwik 1utJNG ' 3'C6 t3fl� ATC:AN 1`I ' ".a I LO AT I ON Z NFORMAT I CYAN .. PERMIT INFOF HTIO0"~ ------ . .. «.� �.... , r it Lumber'" Addre,t : 1481: LIN SIDE DRIVE Permit Type: BUILDING ATLANTIC iBEACH . ?FLORIDA 3 � �a 1of 1t x`l NEW'Po LEGAL LIEaCRIPTYC?�T _� i nst-t. '*pe: WOOD FRAME Lot* � 81� �< Sec tion ». P-roposed Use: SINGLE FAKIL'Y RNG: +� VveI'ling's I Code, I sula+ ivision: $ELVA LINK IDE # yr T ' Improv. Cost. $0 ,0,0 Total Fees » x2934. S2814. 47 �r 4 I,+ iE SINGLE ILS' RESIEfi13E 14 '` 164 7 APPLICATION FEES BTA' E a 00 .�� PERMIT` r .3 . b CT LR`1 I? ' WATERhiPx" 4YTFEE $430.00 F'ltJ.RI tL?A R 1Nl�;'x��'� PEES 9b h ' she . 9 r w. w 1' EQR AT t - RADON CAB % $9 . 4L Name* ESTATE, bt SAP IT ►L LMk' 3Ota , x µ00 I THP01NT �.,w.,,,e. m.,m , SEER 'I'AP r� A IL E " L 32 6 CROSS CONNECTION n CRCO .. 5-34. Type* 54 SEC H IMPACT FEE � �D f ^ ., NOTICE°-ALL CONCRETE FORMS AND FOOTINQS MUST 69 INSPECTED SLFORE POURING PERMIT VOID SIX MONTHS AFTER D'ATE OF ISSUE n. SUIL,DING MATERIAL,RUBBISH AND'DEBRIS FROM THIS WORK MUST NOT-BE PLACE D;IN PUBLIC SPACE,AND MUST " CLEARED UP AND HAULED AWAY BY"EITHER CONTRACTOR.OA OWNER `* `FAILURE TOCOMPLY WITH THE MEGHlCS' .IEN LAW CAN RESULT IN, THE PROPERTY'OWNER PAYING TWICE FOR 0UILDINGIMPROV'EMENTS, ED ACCORDING TO'APPROVED PLANS WHICH ARE PART,Of THIS PERMIT AND SUBJECT TO REVOCATION FOR" ' Xpt~j1ON OFAPP'LICABLE PROVISIONS CIF LAW, ' AiL4Nii6"BFACH BUILDINGDEPART NT Y" 70 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET . s s ` L !w�C.i 1 Q f:. (Z —T Sr.;li,,re Footagebl y @ $ --per sq ft - $ 3q 2- @ $ p` per sq ft - per sq ft = S a, @ $ per sq ft = $ pp _• = - ,� � ••/ @ $ I�, � � per sq ft = $ � U z71 �� TOTAL VALUATION : $ 7,97-3 �X60. 00 s �bO.00 �a: Valuation lot $ O c'0cj � = � y7� 9 r-3 s o Femaining Value $ per thousand o �portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ 2Z ( 1) Fireplaces @ $15 .00 $�T 0 BUILDING PERMIT FEE $ &q 3 e) Cj WATER IMPACT FEE S (7� SEWER IMPACT FEE $ WATER METER/TAP $ X ) �0C) CAPITAL IMPROVEMENT O O SEWER TAP S V07-) RADON (HRS) .0050 $ 77- Y-1 SECTION H PAVING ( ) $ HYDRAULIC SHARES $ _ CROSS CONNECTION $ � 00 SURCHARGE .0050 -OTHER $ GRAND TOTAL DUE $ A:DITIONAL PERMITS OR FEES: Mechanical Plumbing :. . ect.ric/New Electric/Temp ;SwimmingPool e -. c TanK_ Well Sign Finish Floor Elevation other _AL:'_'.CATIONS and/or NOTES: RINANCIA\DRINIING C>~ ri N N roa��ce aF �ammQncemen� (� trttrAxt IN owLieArcl ai To whom it may concern; > 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 OF COMMENCEMENT, U h Description of property _La:t______ 4 -.--.s Q .:. �. r e .......... ` ------------------------------------------------- o According to plat thereof recorded in plat book q� pages �5--( .� of the current public records of Duval County Florida. NGeneral description of improvements ...................................................................... W Construction of` Single Family Residence with Garage on concrete slab ..................................................... +� Centex Real Estate Corporation Attn: Arthur Day Owner ----------------------------•--------------.._....------------------------......------------..... .. 004 6620 Southpoint Dr . S . Suite 400 Jacksonville Florida 32216 4 Address ....................................•------•----......--.....-----------.......... ......... 0 Owner's interest in site of the improvement ._„Feey`Simple .__r__r..................................... to o Fee Simple Title holder (li other than owner)- -------------------------------------------------- ............ N t0 Name .............................................•--._.........---------•---------•----------------........ G Address -------------------------•-•---........_...---._-------_.._------------------------------------- x sine as owner Contractor -----------------------------------------------,...._....--------------------------------------- hAddress ------------------------------------------------------------------------------------------------. Surety (if any) -------------------------------------------------------------------------------------------- Addiess ----------------------------------.._-__-------------------_.-.-_-Amount of bond $-------------- Name and address of any person making a loan for the construction of the improvements, Name --------------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------ Name of person within the State of Florida, other than himself, designated by owner upon whom notice or other documents may be served) Metropolitan Title & Guaranty Co Name .............................=....................................................r.................. 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address ................................................................... In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.08 (2) (b), Florida Statutes, (Fill in at Owner's option), Name .................................--------,..................--------n-= -- ------- ----------------..... AAArnv.t ------------'__ f ` ?RCPKRTY DESCRIPTION CITY OF Arm rtrie. Fead, d") EAN BOU EVAAU -ot ........Section 1994 U60CP.O.RUX 2.5 2 ATLAPMCBIEACII,FLOVDA 22231 ;ubdivisalons se, and Z o "i TUFPHONE(9;J4;24?2-.9L 'troet flainq 3 ;r AddreemDESCRIPTION Or WORK HA It in a FLOOD ZARD *food Zone;---:x---------area complete page 3. Brief Dowarlptlons , Cla" of Works I NOW/RomodelfAddl t ion) _(-v :OILING INFORMATION • Type of Conwtruoticns__ :oning Proposed sletrict I------�__Uffos--------------------- Estimated Vilue :xceptions or ariances, Grantods Solid or -------------------------------------- Filled Grounds--—-------- (�6 OWNER INFORMATION kothod of Nesting: PropertyP h o n a v "ailing cc Add rose- 11 14_e_* -—------------------ Zit 31da. ------ CONTRACTOR INFORMATION L ---------e----------- Phone I Contractor "ailing ------------- 2IPS32L ----- Expiration License Number I --------------------- Date$ I Mt#911V CERTIFY THAT I MATZ *CAD AND tXA"IMCO THIS APPLICATION AND KNOW THC SANE To CC T0,JE AND COft*tCT. ALL PROVISIONS GOP THE LAWS AND O*DIUA*C9S GOVERNING THIS TYPE Of Womr. WILL CC CONPLIC0 WITH. WMCTNXX SPECIFIED HIM6111 OR NOT. TUC OMANTING Of A PERMIT DOES NOT PPE=-J-C v) OlVt AUTHORITY TO VIOLATS 00 CAMCCL THC PROVISIONS Or ANY FEDERAL. STATC On LOCAL HCOULATIONS, ORDXKA ` Pis 00 LAWS 10 ANY HV " UDSWO Tilt GOVERNING Or CONSTRUCTION O-t T"t "Ii OR:Cc CC 0`911FORMARCS OF CONSTRUCTION OF Tilf PS J9 RSTAND THAT 7H9 ISSUANCC Of THIS PtnXIT Z: COXTIUOXMT upon THIS Alsove 141,01111AT11411111 a NO Ut A 6CT AND THAT THE PLANS AND SUPPONfING DATA HAV8 seen On SMALL as PROVI.. 0 ECOOQUIlt'0. Ovner Signatute ------- ---Date------------ Controctor Signature_ CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. _BATHROOM GROUP CONSISTING OF _SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) �RINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) —Z—LAVATORY (1) COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) POT, SCULLERY SINK (4) _DISHWASHER (2) _WASH SINK EACH SET OF J FAUCETS (2) KITCHEN SINK (2) _DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE _Y—,---�DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) _URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) _.COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) / LAVATORY, SURGEONS (2) JACUZZI (2) / URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS �_y� @ $20.00 EACH $ JOB INFORMATION FLOODPLAIN DEVELOPMENT INFORMATION a - Type of Development I__P A)L_..___-------------------r.._..._.._----- Flood Zonv� Required Lowest Floor Elevation$ Ii building is located within a flood hazard zone, a survey must be made AFTER THE BLAB RAS BMM POURED, certifying that the LOWEST FLOOR ELEVATZOM 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 •tile with the Building Department. COMMENTS i Applicant Acknowledgements Z understand that the issuance of this permit is coantIngent upon the . above information being correct and that the plans and supporting data have been or shall be provided as requited. I agree to comply with all applicable provisions of Ordinance No. 23-7-11 and all other laws or ordinances affecting the proposed development. Date-------------Applicant's Signature_......................... -------------------------------------------r--------- Department Use R4quired Lowest Floor Elevation ,M___________ Ael Built Lowest Floor Elevation Survey Filed with Building Department ___________ Building Departaaent RvpresQntative ' page 3 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 83 SL 2 BUILDER: CENTEX AND ADDRESS: 1481 LINKSIDE DRIVE PERMITTING CLIMATE JACKSONVILLE, FL 322 OFFICE: ATLANTIC BEA ZONE: 11_1 2I_1 31, OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 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. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7 . Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 186.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 183.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 1228.60sgft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11.00, 169.90sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1753.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.93 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97 .87 a. Total As-Built points 19a. 29458.62 b. Total Base points 19b. 30099.65 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE:_S---'qL/-9!z 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. �Q OWNER/AGENT (' BUILDING OF ICIAL: ' CI� DATE:- �-a Ll -9 y DATE: ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97 .9 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- i HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.93 I ------------X-------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- 1 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address:&/ SQc,c p e Signature: Date: /4.01 • S City/Zip 3 a,;) Florida En gy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 83 SL 2 BUILDER: CENTEX AND ADDRESS: 1481 LINKSIDE DRIVE PERMITTING CLIMATE JACKSONVILLE, FL 322 OFFICE: ATLANTIC BEA ZONE: 11_1 21_I 3k OWNER: CENTEX PERMIT N0. JURISDICTION NO.261100 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. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7 . Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 186.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 183.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 1228.60sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 169.90sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 11a.R=30.00 , 1753.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.93 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97 .87 a. Total As-Built points 19a. 29458. 62 b. Total Base points 19b. 30099.65 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed /�� p this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: V_ Q4_1 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: C�� fc�7,�-c� BUILDING OFFICIAL: DATE:- &__14L/_9y DATE: Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 83 SL 2 BUILDER: CENTEX AND ADDRESS: 1481 LINKSIDE DRIVE PERMITTING CLIMATE JACKSONVILLE, FL 322 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 3 OWNER: CENTEX PERMIT N0. JURISDICTION NO.261100 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. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7. Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 186.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 183.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 1228.60sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 169.90sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1753.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15 . Type: Electric EF: 0.93 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97 .87 a. Total As-Built points 19a. 29458.62 b. Total Base points 19b. 30099.65 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: C � compliance in accordance with Section DATE: 1�- .94 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: 6Q,A1C9_P V0C.y BUILDING OFFICIAL: DATE:- DATE: SUMMER CALCULATIONS ******************************************************************************* BASE ___ ( __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 98.00 65.8 6448 .4 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 18.0 38. 3 .94 648.0 DBL CLR N 18.0 38. 3 .94 648.0 DBL CLR N 4 .0 38.3 .94 144 .0 DBL CLR N 4 .0 38.3 .94 144.0 E 10.00 65.8 658.0 DBL CLR E 10.0 79.7 .95 757. 1 S 24 .00 65 .8 1579.2 DBL CLR S 24 .0 66 .2 .91 1445.8 W 54 .00 65.8 3553.2 DBL CLR W 12 .0 79.7 .95 908.6 DBL CLR W 12 .0 79.7 .95 908.6 DBL CLR W 15.0 79.7 .95 1135.7 DBL CLR W 15.0 79.7 .95 1135.7 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 1,647 .00 186. 00 1.328 12,238.80 16,255.89 1 9,819.76 -------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1228. 6 .9 1105.7 Ext Wood Frame 11.0 1228.6 1.70 2088.6 Adj 169.9 .7 118.9 Adj Wood Frame 11.0 169.9 .70 118.9 DOORS---------------- Ext 21 .0 6. 1 128. 1 Ext Insulated 21.0 4 . 10 86. 1 Adj 18. 8 2 .4 45. 1 Adj Wood 18.8 2 .40 45. 1 CEILINGS------------- UA 1753.0 .6 1051. 8 Under Attic 30.0 1753.0 .60 1051.8 FLOORS--------------- Slb 183.0 -37 . 0 -6771.0 Slab-on-Grade .0 183.0 -41.20 -7539.6 INFILTRATION--------- 1647 . 0 8.0 13176.0 Practice #2 1647 .0 8.00 13176.0 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- TOTAL SUMMER POINTS 25, 110.58 18,846.73 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 25, 110.58 . 37 9,290.92 1 18, 846.73 1.00 1. 100 .340 . 860 6,061.86 WINTER CALCULATIONS ******************************************************************************* BASE ___ ( __= AS-BUILT GLASS--------- ORIEN AREA x BWPM = POINTS I TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 98.00 -10.6 -1038.8 DBL CLR N 18.0 7 .3 1.09 143.2 DBL CLR N 18.0 7 .3 1.09 143.2 DBL CLR N 18.0 7 .3 1 .09 143.2 DBL CLR N 18.0 7 .3 1.09 143.2 DBL CLR N 18.0 7 .3 1.09 143.2 DBL CLR N 4 .0 7 .3 1.09 31.8 DBL CLR N 4 .0 7 .3 1.09 31.8 E 10 .00 -10. 6 -106.0 DBL CLR E 10.0 -9.2 .85 -78.2 S 24 .00 -10.6 -254 .4 DBL CLR S 24 .0 -28 .4 .96 -654.3 W 54 .00 -10.6 -572 .4 DBL CLR W 12 .0 -9.2 .85 -93.8 DBL CLR W 12 .0 -9.2 .85 -93.8 DBL CLR W 15.0 -9.2 .85 -117.3 DBL CLR W 15.0 -9.2 .85 -117 .3 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1, 647 .00 186.00 1.328 -1,971.60 -2,618.73 -375.03 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1228.6 2 .2 2702 .9 Ext Wood Frame 11.0 1228.6 3.70 4545.8 Adj 169.9 3 .6 611 .6 Adj Wood Frame 11.0 169 .9 3.60 611.6 DOORS---------------- Ext 21 .0 12 .3 258.3 Ext Insulated 21 .0 8.40 176.4 Adj 18. 8 11.5 216.2 Adj Wood 18.8 11 .50 216.2 CEILINGS------------- UA 1753.0 1.2 2103.6 Under Attic 30.0 1753.0 1.20 2103.6 FLOORS--------------- Slb 183.0 8.9 1628.7 Slab-on-Grade .0 183.0 18.80 3440.4 INFILTRATION--------- 1647 .0 7 .4 12187 .8 Practice #2 1647 .0 7 .40 12187 .8 TOTAL WINTER POINTS 17,090.43 22,906.83 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS ( COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 17,090.43 .55 9, 399.74 1 22,906.83 1.00 1. 100 .500 1.000 12,598.76 ******************************************************************************* WATER HEATING ******************************************************************************* BASE __= I =_= AS-BUILT NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409.00 ( 40 .93 1.000 3599.3 1.00 10,798.00 ******************************************************************************* SUMMARY ******************************************************************************* BASE ___ __= AS-BUILT COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 9290.9 9399.7 11409 .0 30,099.65 6061.9 12598.8 10798.0 29,458.62 ***************** * EPI = 97 .87 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97 .9 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- � INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 11.0 ( --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- ) HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12.0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.93 1 ------------X-------- 1 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 1 --------------------- 1 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME :83 SL 2 ADDRESS : 1481 LINKSIDE DRIVE CITY :JACKSONVILLE, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1647 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62.3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 25404. 98 STRUCTURE SENSIBLE 12917. 19 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 17097 . 19 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1270 .25 DUCT GAIN 2009.72 TOTAL LOSS/BTUH 26675.23 TOTAL SENSIBLE 22106.91 TOTAL LATENT 12557. 11 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 5335.05 20% SENS.OVRSZE FTR: 4421.38 ACTUAL + 20% OVERSIZE: 32010.28 ISENS. + 20% OVERSIZE: 26528.29 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- South Double Clr Drapes/Blinds 1 24 .00 696.00 600.00 East Double Clr Drapes/Blinds 1 10.00 290.00 460.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 West Double Clr Drapes/Blinds 1 12 .00 348.00 552.00 West Double Clr Drapes/Blinds 1 12.00 348.00 552 .00 West Double Clr Drapes/Blinds 1 15.00 435 .00 690.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 4 .00 116.00 64 .00 North Double Clr Drapes/Blinds 1 4 .00 116.00 64 .00 Infiltration : Winter Htm ( 26.48 ) x 186.00 4925.28 Infiltration : Summer Htm ( 6.43 ) x 186.00 1195.98 --------- --------- --------- Window Frame : Metal SUBTOTALS: 186.00 10319.28 6307 .98 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 1228.60 4422 .96 3071.50 Wood Stud - Adj . 11 169.90 611.64 288.83 --------- --------- --------- SUBTOTALS: 1398.50 5034 .60 3360.33 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21.00 371.70 109.20 Solid Core/Wood - Adj . 0 18.80 417 .36 78.96 Infiltration :Winter Htm( 26.48 ) x 39.80 1053.9 Infiltration :Summer Htm( 6.43 ) x 39.80 255.91 --------- --------- --------- SUBTOTALS: 39.80 1842 .96 444 .07 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1753.00 2278.90 2804 .80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 183.00 Lin.Ft. 5929.20 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 25404 .98 20097. 19 ------------------------------------------------------------------------------- IOJ319-7 J 5PV— P ./S 1ek(57'•0 q-7 j ILIi 1 11 11137 f{-I! PFG _ Ocy 11-1i i120 ,J.�g 2'x-te g�Rlae, T- �E 0 uc 5r o 7= 1 37r•d' 4P�G i� -S � to IEIVI 09-1412 -- 3 CE ,i5'O� .ra• �c I. Oo not cut or liter trusses TRUE TRV SS ~writIll permission 1 — from True Trm a' M�tou� HANGERS Trusses will be built in le ?f• Ca�J FtAt4t 2 X 6-8 Z spa,cto►e,tfte*O this I') Ie? �' f�- b 2 X 18 Choat. -t, AWwad Or .............. 4X18 Rdor CUSTOMER Glff � Lin �5 108 NAME 370$- ill 1 y �f-0% '•""OOLOMO►1 8 9A o _12&_9/ RUE TRUSS 641.0166 1 IMFDRTAUT'll?TE OR RECEPTION OF LAYGVT 1 TRUSSES, ALL FRANW FOR ��/�� - FURTNERrt9STRKTIONS WON SETTTTIIN W TR glf.411 a..+o..r.r. V r $ S 08-05-1943 S I Z E ANA L Y S I S Page 1 of 1 11:25:42 TRUS JOIST MacMILLAN (MDS!—ill-S1001) MART! I. ROSE (SO10D) Project Hale: CEITS1 IOXES - ?LAI 13108 1 i 8 Page title: GARAGE DOOR HEADER ---------- TJSi:ingt" v3.40 ---- Ieildiag Code IHR ---------- Type of Sale Distribetion ----- 1193040411 ---------- Applicatioo: Deflection Criteria (MR) Member Use............... HEADER Roof (non-Scor load, LDL) LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Stress Level............... 1331 Span 1 L/240 L/180 Roof Slope(is/ft)......... 6.000 Live Load(psf)............. 30.0 Floor Decking............... 1/1 Dead Load(psf)............. 11.0 Repetitive Member Use....... 1/1 lhrtitioi Load(psf)......... 1.0 leieforced Overhangs........ 1/1 SPECIAL LOADS: Live Load Stress Dead Load iiidth Starting Point to End Add/Reel 1 UIIF(plf) 360 X331 230 Il'- 0.00' 51- 6.00' from Lt Repl 2 T111I(plf) 0/ 130 1331 0/ 80 5'- 6.00' i'- 0.00' from Lt Repl 3 COIC(lb) 1100 1331 1140 51- 6.00' from Lt Add 16" TJI(R)/96 JOIST 16'- 6.006 ----------------------------------------------- S I S H A I A L Y S I S ---------------------------------------------- IXPORTANTI The analysis presented below is output from software developed by Trus Joist 'acSillan(TJX). Allowable product values shore are is accordance with current TJX materials and code accepted design valves. 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 TJM Engineering. Design assumes adequate continuous support of the joist compression flange. Yeb stiffeners are required at bearing 1, 2; and special load 3 gallium Design Illovable Control Shear(lb) 5435 5435 < 5985 1101 RIGHT end Span I ander 1331 stress TOTAL Load Moment(ft-lb) 25033 25033 t 26215 1051 MID Span 1 under 1331 stress TOTAL Load Live Defl.(in) 0.6I4 < 0.825 L/323 MID Span I under Live Load criteria total Defl.(la) 1.004 t 1.100 L/191 MID Span I ander Total Load criteria Spas 1 I". Reaction Total(lb) 4513 5435 Live(lb) IM 3319 Assured Brg. Leagth(im) 3.00 3.00 Mal. Uabraced Length(lo) 46 Copyright v°v 1993 by ins Joist Macliilam, a limited partnership, Boise, Idaho. TJIt"' is a registered trademark of Iris Joist MacMillan. TJStsing*" is a trademark of Tres Joist MacMillan. U SS SPECIFICAT'Ot4S FOR ove. The$e SPect [cattonsare fthe roject named ab ( er whose seat is p uses of the Florida Department of truss specification onslbte charge of the p�rofesstonal Eng list of ter 471 and The numbers listed below area re ared under ' resp attached herewith and have been pr9l ce with Florida Statute Chap affixed on thls indexatlo eChapter 21 H•23. professional Reg 1 1 1 of 2 10 110 2of2 10 .gyp '' 4.` 0 41 ST www MAA K OI%a VIC311Q1*0611506"Am m {86/6/40"LAM Ilk"0O WIA.t6O sv"41RICALty 06 is I"is On1M Is A►KICAKC TO 0400198 s►Rl IMAM$OF IM 0, "IcAln Wcaft""IM Mmuft Its mt... K01c6 lust WAINA M spilt molt"T. M"OM"aw 1w~. 10014TICA.LOAs114s AM gQW40 YTIOM. t71 p1lALAA1106 AO CK01016 OF U1 11"66, 09ftwt+.T, 00 is Y IIIKo AiLs01AR,6 MOM TALVM Y W"45 on r iM ad"OILICOO On IQf IAtamem S►t0 4=0 IN lot top CM0A1&6kL K LATOAW.N OnAAYO 9110t1A Ov 501' 0460311-As OAMCIM in*"K Opt IN MCO►WKi YII.I !On gnaw An OATH M 109 4.41112f 401110"I TK RM "Rw%V AOOY9 a ow"Il""wtice. sN11.� WATMIM Olt owl*64WA1M f►AW AT 31-0'O.Q. C~ IFI SAAeT14s 00 VC010 RILICA11Pt, 116004.OW06 OM STAP"M LUhtO w 04 RATIO" 71 O-no AATMOArAL tum" IMC 034 no IO NIA. No WAS]. to TM15 KQIM COW~IO DAWNI I►t 1145110 vtCIFICA• /00961►KOUPTS ASMIATiM. 1Mt &WA silt O/•/iO 10 Ili OO1t0s 06006 MALL K LA1CSALY INAKO 9111141 eI TIDY FOR ICTAL PLATS CMUIU 0000 1^4"6 AM 11415 00106 is 6090 M M&W 60144MOR KAIq Olt[. 0 M10"WAS MAS OISM 099300 IMM COMM f1AM Its'MIM.I On'IMALL an VAC194 19016016 VARO AT WW DUALITY Palcu 00 Ips FROM. 00"046 ALAtq 61115 AK*"a M YS&sAlas OKI'. M%as aMUIMi. WMAL{ATIOM AM UK OWA woom 0,C Ow.). to M mod"O bt Ift"NO K M On"00311901 IM Aw MAY. Cs"goon AtA/0L 62295 AM OI1QM M W.AM 0►O 0[O. will use 095106. SIT ® 1101CAT""IM LOUIS*", "is It". M 06"2 1. )--= -Odd Web Length Maximum deflection occurred at bottom joint 05. -CONFIGURATION 9 LOADING SPECIFIED Br FABRICATOR. plate turned 90 deg. Maxl w Live Load Deflection of W. Index-.335. 31./1072) -PLATE TOOTH VALUE REOUCEO.BT 15X, -Typical Panel Maxlesm Total Load Deflection of .261`. Index-,307. (L/781) -HORIZ. STRONGBACKS PER PCT-80 SECTION 800 REO. Total quantity of trusses - i Ito L I . to w Ih X to n ta T i In In n In 14' T_ h on Tr1 f*I to 'sf m X M ti M v X R-1016 T►xT R01016 (3.5) 13.51 ME P-29.5 L HIS TRUSS ANALYZED WITH PPSA3 OACES (left-to Aignt) OP -1275 -2930 -33050 -4093 -3469 -2209 0 ESS -1009 1329 -1322 820 -790 371 -333 -98 137 -559 595 -1041 1087 -1529 -104 OT 0 2309 3560 4110 3926 3023 1359 1 1tivlOten OfUs �r Q.C. lACT►ID LOAQ!0 OW) [c 02-4x2 A/2 Da SP OEetyIIPT)CM 16'11-3/4" GARAGE HEADER 4Kh 2-d-p it MID eC1 I~"0!- Tc0 1-4XZ u2 Os SP 04. roRTpU[ TAMTHC.was 4x2 e3 SP Program MASTER - T4(Tt nrir faae u t4A4s[�41MLL K r et>rawsm,soma YMWL N sP14ClOs tilts @H"s4 DOT""SwttpCALLY SM N Tois QUOS h AMLICAsI[ is 14011111 SPANrs{wYp OF IN t/40tCATb UTCMK MIG/4S 4s/�ts tlY•SIr.) w"1% Ale TwµAls4 sslsltM 0 M SMOO TWT IME.101 11. MINIMAL tM01M Am GW IM/MtIW. NI {w4STALLAf100 MO pnKil/o r lot IFIL Offt 14rw, rD Is M 01:004114 ALLSMgt 0u4Ie 11014411% AA TOLifs 440 N 14►411401111 rL14:1 Mit MM MOSOOGM TO SCOP /N 106 100'410110 MKL AS LAIIIYLLT IMCE9 91TMq Of IN* TI4410M1011 SIMe109 640"K sols I0 AtIlwooR oil" FOM 11CS1411 ME MKS IMM LAKSI 9M"M r 144 M►- GIFU%v AMA A SOTTO 41400'0 S LICO. MIN,)t 4EAT01M M I wlw team S►ACL9 At 1*41 e.g. CMMpY IM SIMCIM Mr EKCTIM WRICATIOPI1. TIONK DISIM ITM4DM40S►ISLte"W ONE MATISonI Fg tl IFpN A4SYll MOKPO use#3A /oL M TOOK un OIAP.) 14 Voll 0E3101 coww"Is OSOtMI Opt 69I160 SFCCIFICA. rOKST A14I04R16 AssOC1A1100. 1101. SSG FILI 06-140 111 Twt 401100 CID%/SMALL K IAIIAAIAT MKtO EI/MR ST slow FCA MEAL ALAte ca"Cits 0000 IaOKI AIO N US$KSIrw IS SA=E M CLAM COSIM M KAKS ONLY. M Tots MISS 1409 sun O"sew S no"a 4.010110 640W 1/r MI004 "TV"N UTACINS Now"S►ACL9 AT 40'-0' SUALIIY/IYpMps ran SOAKS. 71 CGAECT011 KATts EIlIS 64111 SAM M A10K V*,LT. 40 1149 41400140. 1MSTALLATI00 AID MK ON"Co ou 0.0 say.). IN /A MMES or TK TWA"MAY It CLI!an 4toutis IM IMI WY. 4 W"CTUI PLATE stt[s ASE SIYSII 40 no. "is 1Y O 010. 0110 uus KSiw IAT ® IIDICATn KPAI I LOGTIOI. AXIS TWA. 910 wall 1. -Odd Web Length Maximum deflection occurred 6.72` from the left and of bottom panel 04. -CONFIGURATION 6 LOADING SPECIFIED BY FASSICATOA. -Plate turned 90 deg. Maximum Live Load Deflection of .234% Index-.414. 0./8711 -PLATE TOOTH VALUE AEOUCEO BY 15%. P-Typical Panel Maximum Total Load Deflection of .322% Index-.379. (L/633) -HORIZ, STRONGBACKS PER PCT-80 SECTION 000 AEO. Total quantity of trusses - i 175 PLF rn T i IIc� li X I"n v7 Ii X w t tlxo� a 01 KX 10 N 1n N I1 CU In N In N 1 41 Cu to 14 7 o1 LO ID t` 1n IxD M M In 1x0 Vf A-1568 n in R-1568 13.51 13.51 rP-31 t HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left to Right) OP -2280.--2280 -3182 -5182 -6617 -6617 -6517 -6617 -5182 -5182 -2280 -2280 EBS -1533 2633 -249 -1975 1529 -219 -1088 645 -219 -218 -218 -219 645 -1088 -219 1529 -1975% -249 2653 -1533 OT 0 3915 6083 6798 6083 3915 0 CLARY A Division OF PLATS TYPO O.C. SPACING LOADING 9°901 TC LuNeEN2 ALPINE EA1a114"A w PACOM" 1we V-2000 40 -4x2 /2 Oa SP oESCRtPTEDN 16.11-3/4• GARAGE HEADER A r 1601 S. eNEAT souT1MEST SKW. 1f.0 2-�-� LL TC10 SC IiMM[N J GIIANO PIIAIRIE. Tx NOS Ol. Te 2-4x2 02 Os SP Ela. raft *141 ee0-10940 LL � 0 ,rte 4x2 13 SP TRUE TRUSS INC. Proyra■ - MhM II TNUSs PLATE INlT1nm 1122 at 33% TOTAL 5 PRQECT; MASTER - I- OCT 1992 �Y�ft EXCEPT As NAY K NOTED " TRUSS SPECIFICATIONS m FOR Centex 3708 A The numbers listed below are a list of trios spoci6caaons for the project named above. 'Mew specifications aro attacbod herewith and have been prepared ander the responsible Fharge of the Professional Engineer whom seal is affixed on Ibis index sheet in accordamm with Florida Statute Chapter 471 and Rules of the Florida Departmeat of Professional Regulation Chapter 21 H-23. u _ Ma t►Ai�. N15416 N15416 ] 15416 9 16 F' IS416 5012 fty.2 3123M W 15416 W19 Royj 15416 79fig gew.z mum 15416 6019 R 13416 901 ev 2 15416 10019 Acy.2 3zz3mM " IM16 11019 RM.2 MOM as 15416 12of19 Rw OD -13416 Mf 19 gey.Z M23M utlWllJp 16 140 pp 15416 15a,19 Roy.2 3MAMSCF ,•�,t'.:. �l W 01 .• ,f ] 15416 17atI9 gay.2 3MI i- 15416 16o,i9 Rtv 23 _ Q r . 6 19 i M N rr�Uno N i d ' d W+ "� �*t►� �•A►wb I�s Asa.^w I 'VII �if too ♦ to rtt �' as tt O� �wo. ��r�i� t a•u„ °• ~ 'r,��w 4y,� .�a -go• •�' ♦ � �""°'of 1.0 110 Na ywu e1 AaoA°a+ o ry�� sac+ 7,00 •�NI• v �ISO AataICA �' ►4 K vFN�tWs .a'" "` +"''' M '`°♦" '''� 1t0 tS a`w6"101' �'calt` �f'•� tr'i'o 154 y O� ,pa• y�.as�w ,, t*a ! sr p�tS t tt1�'f tt► iM� q� ��` 01M .� :50�'0-00 amv i t %"p�itt'tfiw✓ 'rj0"ev' . 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M4 ltf+..A"RA WA9115fw tammd 40 2 C Ittaf l.1 AIM ON""N t ru" .W At"so ftc&m 9tfAMlol tow AL1 lailms.slol ANAL 4•4cll.A. it O uMvcN AA;4t4tf 1;t10411111 Itt.tl. +Ka mtW%MW 4 I4F StAK.W%IMs IR vim Ncmmt f M tW_p Wait OMafts,z t Soix":.tAKA4 WWW N,'r a 419 kuogpt}.ONiRlift trf4a0 K"so M....- toa atim MC*A"ALR rt4 tow"40MVt 117 "ML. 6lRYf1>AwAAt A oolr{rt*AM S t&-t :tl.rt4 WAM 0t47tlit 034831 ALM/af4Y14i We UNL�- .MW P.JR1cliJO0g. 1I11iM cfsifM srwiam 4Nt is"61 48 TMT POOL !. I-A46 ArrPo4r1L 411,90161, :aC rsda r tt no 111f4 Mm tit ata CLOM'CIS4104'm 40m0c <ASft"N 1111 ami H4tAit 4%. &on r4SI01 Cb41111i V.S•A1AInT tII 11MOt fKCKKA^ CSWIA 011111"I'l ISIMISIM" 12q M.►I4t t!-1141 OUM N.cltdi 2Ar RR., 04-V""6106044 1.Y 1pa,Ips%Ctp fLAil ClOrtC10%WX^14,301 s A40 # "as onf1M 1x INAWIt a;,.AM cz rtz"A 14 W%OIL p Galt VAAi1S WS ad 1t31tt b Ili,IK 4441PI/4 S.[A. MH.N L"40 •VUKD1/Son*$llPAQW Of W I: 40009 if.St NtlWO►♦fit MMMT V CW#9 f4P ANAffs Het aft Aft=04 solm 0`01WIS Rio. ;M NMS tYtaait6. ud68A $1:1.AK,k"t..wt 'WrC7ft itn, UWA.Cito RI.Ef+ISc ALM tot Otomb U }4 Not"mm#K CIA P 41"llm 1R A10 0" 40 tolt"104 AAII tons 4m tat got.2A VWAA MAW It a1M Ir41%Ustax 4. � ii W:A ttG t[sA R.:t1:AliJ, 11. SKCIN awAS lrt ZAq "AR 44 14Zb OAUJ&SAWWR at NAIKftf 4t+041 bill: AI( Rt Jtlrhf4riA1 OF t.t s t."Clsf:n it A1fRItlttt $0%,tWCs W—F^AS 1 40 "ZIS:a.or t1UMS $0 ttlo•it f47 4kc44�OMA114a jK AA tt�fsl0_ HAAOItAt t 1010I11L AtJtG We#t#3411 i garttith afLiFiN?'.u1G 00 IWICAIif+ -9011SClua 111tatNti 04A WMA" /NN48E1 IS OCUU46111PULftt OF fAR1CAIOt -this IP46S IS OCSI01,an t 4/40 we orfs Sgaw OW00101 Up GE F14'A"900 e< F"RIS 11141 ALE U" " AL3 Sail II[F3FQ1WGIt110 OF Iff TOW*Ism"CAloa co"Sao 4ASE fallow coo 1t4'i71wTr11►I FA St ON 21-"totIFI KW SPICUNS.4-0.0 WE UtULA /OF 2aa Ntall OW rASrDMA Jr*AM 001 Coll WPUC LS. SfE 334 illi{. rto KART M 4ALOL ear 006. 0atlon 000 SUM rKSE IMM CHMe WAI K SRKXD WIT" Ifo ooaf. "MAK 4WU0#1 14'0.c- W"SPACOC 8 4 1-4-0 Alli 5-0-i0 4-5-2 4-4-14 4-68-14 4-5-2 3`7-9 AM 74 il# 1-S-t4 1-5-14 ttsx lltt9llt 5-7-3 t :l a uF2IiJ/ 317/ 7UI14 7!!3r reef N e 3a4 a+ �1xo4 24"C3 0 ,�.� $234 tTty Y/y ,i t41A 'Y S !!SI !aJ !1e 94 11311 a" Lott I;W t Itrtf }" i ¢ I71te t3.bld W `t 51r7 No ?111 3x0 !].511911 v t 20 KI: l-o-o 10 i-0 1-5-t 4-6-11 4 b-1♦ 4-$^7 7.0»0 02 02 42 92 42 12 BUILDING TYPE; tattooed Raalidm0al AL1 Cl1DEx Stollkref•oltdire Colb tW=I 1991) talo weal 110 Wh WJW mr NiGNTS 151 IRM LOCATHIN: (So) or" NET MINS! PRESSM USED ON DEAD LOONS SNOW SELOV 41PLIFT COKCiION REWIRED; 1223 / RI EACS SUPPORT. SEE NOTES 16 AND It ADM. N1a trlAsses 1 rtax)NlO "flection occurred at Slottes joint •4. Mar/wue L1r0 L0o6 DsflOCtton 011 .957" t9/161. 1naex•.436. IL/8271 Nes &a Total Load Delletttaa of .642' 113/151. 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'sal .oe• V N F. e p t 11.• ti gas/ D e +� s- ss• yrs. 727. 7!t• se, Ayr► a i Axa sO \; ni11A w `\I (3-63 1T4 Ia.Ms W E� q t yse rt4 11.4'1111 U4 ]47 {Y ae!V 12 a-7-11 M i= 11: •t rr ,2 MLOINC TVPE: Emtomw RMsldentlet of ,-.♦ I-.� A CM, Stenches Autld11w Cadir (UMI 1M) a MIND SKIT 110 mph Im NEAN hoof NIOMS 150 VwM LOCATI M: Ovil area NEN VIND VAESME MSM ON DEnN.,�BADS SMM BELOU W UPLIFT WRECTION KaUIRM'. IM–— 8 AT EACH St1PMV. SEE OOUS 10 AM 11 ASME. F- NO trusses: t Wxlttir deflection OCcllrre0 at bottoll joint 13. M SOXIMM LIYe Lass; Deflection of .3,)' 16/16). lama-.281. IL/1280) Koalai^ Tole) to" Oef)eEtI011 of .544' (9/161. fr4ax-.294, IL/8161 h Qe�• -3-23- 93 IREV 3—K-'M tali t QAA1T OTYtSlall /LA1E TYPE: O.C. SPACING lOAp1t1G PSst TC LVAN A lta162 9 a NV-19 SKc T-EO 0104 • ALPINE EMagwfmo VI10ettti ICs y o 2-0-0 4646 fc 30 2X4 12 STs SP 1 Do. raft TFI* FMJSS i1IC - MS /$� (v 11101 S. 6517 whir tic thief^ 2x4 12 as SIMro"cl. CE14TEx 3708 a at "IE: 2$ Felt 11993 or MA►O PRASSI E Ir >sofs/ 7 O TL Tt 7 a 12110 low-39411 'Y 7o'Te , �ffr-s 7� 4t sic ot.,tx,T M 1r� r5 382 OL sic t0 deS 2x1 !3 SSP A�� SCALE., 1►E41BER 7R$•S PLATE ia611iVt[ 33 33 lot& 41 ExfEnt as waY at MKIM, I/8 M t"wa S-At.CE.or I.6 9E Ew"M owdtio 9t.elj Y tO.eCJo..a011%?Yak.M 1.61ttCa Sane9610"•O. 0"9 AA 19.619.OaP6 t669Jo sotAdo 00 K C"W&Aj t. air y nowA9f9 t1CCAft em"Im A91&9•w 4114 x16.1 M SOCCR'L No 10""ifta9 NNS9d9C cdo"pa. J tial I..N 1.4 JOW OaKtZ L•CIVIC&AA- 401.4 .t 01"01"wat.0 17- tM walt.11109 0%E.C:III or I.e 10%4% "W^N&wv. R Ii.7 019.x7 I.S00001 UMTS /NAIL t► ~11S YEif A h7 QOi YIIQ!AP16 Maw 04It.7o i..NL.t9 0011110 Wo 9P•a..t i.epwfl G t.eOK 9♦AQi K' ♦. W: IN CPAP-MLN.►0046 K 9Ne W.CCMiCMOZ 911n sat 99Slaw PC Vw%M a we►SRL"flow 0 w.t Nt- GAMM•MVR•WAICIV ChAm 1R1Q. W&CSS MAE6 69.a9bist flaw&* 119 91NCN6 as AICZ91.i1 769LIUIIO6. I/Cwo MIND SIAGINOL PM 1!O M be AMMON& 11 *0 am ANIMI L WhIME R VW 0%0- 1-0 1Ca YRI 102 awl al CC60'IK95I4110 44J4.e8r9OA A1RAalr M K CMw9tA1M 4% INS gSSO•COeR16A0 K PIOfn1 W9 SCSTli WUit KA' 1 foam 9610.t1s XWAIA1W0 rM ACA 9111/9i-IM MMCCG 9.114167 vs. Mtw: M ftam 99x1..46 1.?' 1;Do COI 16 NE ft"C EYNG in am"7,6YS n146 a I10S 01191/0 IS 11"M A4 111.01•CI NCook N.ANS m, a ►.NS/trig 91"Own QMIQw*NDt 9.4 two$%*SEA" WIN 1 COMMA a 9w.G4c 0009we SAACYD AT K'a t e11N 110 SIPOIA 6 6/1 Iia@1 111 O CDIfe KA ST ftAtES SI S ISO SAM IN 40W.L♦9WAS OS, fl►fats GRAIN& 1.618 Alicia MWNL a9Mµ1 Rnav" MAI&. 1449 Not"oti6Yl9E W /O.16940 d 196 10,06 w.EE M O @1011/110 N IID 1Y•. {L O CD/&Cto1 9tAT/ s1AS MC tALSL UA 91614 MOM SANS, 9IT9 iw1S C"101 9D ® 9111011:1191 Yrw44 tacoll71 In 9KCtt....aaw CI11C fYA6 r 120"0006 suAYT,.XG s.Clio% 14LM6 91411. Me SR.amonaT1M co Ire t Iw1S e9s9M.1S rIR{CAWA TO sromap!6.P4sss O a I4 AO.a, awmi Til..I►11 gap 9(,COAetOltlai 1 M l -4ulfIQ4IL 1t.414ia.1191 MNCLNi taliaEi 115 F414 61aR119 DI i11PitAtol- -gNl% NAM IS DESIAMIX fall 100 11(tcon seal FMCISO04 rep We: Rft\fMFIGN OF FOOSI:MAI 0.111101 AM 12 M91 1111 IESP01116161tnl DR Iw IR6S FOSAICA14 CA OJAI. -M1TICIPAIM 91011110/TSL 111711maw amp IWAL t610- .276' 3-0-1) 1�1 Z-•9-11 5-11•-a 3-�•& 5-0-0 S-o-) a-h11 5-)-7 � 1-1-14 I2 12 12 12 It 12 1-5-14 74 ilf Now welam e-I0-1 12 vs 5630 31" rjjt� 119`X$ 7661 Mot Net `t 35" N • v le,. tlml ' V _ �� • 16" 1571 u41 1441 721 1740213 y 21 �- /7190 13.616 W 1 o O 1)-0"x119 1 TO h& SAG 744 SN7 yell -2 as nF E-- 12 h1-0 10-11.0 5-0-0 1-" 7-7-6 mial 02 111 12 12 CODES =twWhwd Sul f10 Coda(SWO 1991) t1 1-♦e 37-0-0 1-� �.a�► WAND SPEED; 110 mph OD NEAN 0001 NICHITt 151 TALKS LOCATION: (Se) arms NET WIND PAESSUE BASED ON DEAD LOADS SNOW KLOY W UPLIFT CONECIION awiR®z A0398 AT EACN 9"ORT. SEE MMS 10 AND 11 ARM. M No trusser. I Mexlmw deflection occurred at bottom joint t3. Maxlllull Live Lead Oe/lection e1 .331" (5/16). Inde■+.268, IL/13411 Maximus Total Load Oeflectlon of .519' 18/161, Index-.281. (1/8551 N ®, W1. 3-Z3- 43 agu N A rEv z-z7.ni tru1P10 Intwp maj c-, CLAM 37'1 tw-17 SPEC T-11 0116- 0 ADIVISION 8111E TvvE: O.C. SPACtM6 LOAD/136 WWI /C LuIeER TRU 11LPUE EMIKERM PRORICT9 IIA V-12000 LL TIC 30 2X4 12 05 SP EK. FOtt TIME MISS INC - SOS $ goal S. S5v PA%V OC LISMA w1p1EcE: CEJiTEx 3706 A OATS: 25 Fee &993 GRAND PRAIRIE ix 7'5051 7-0 OL lC 7 2X6 02 ESS SP 111941 0f;0-3911 ��K7rE I&iEll" -111CriDF� LL oc O LA7w1 1R ,t / f Q w{9 ,n Rwlss RAIf INSTIVIVIC 544 31.33 OL oc to 2114 03 SP AGOWSS: SCALE: TOIAS 47 E=CCPR AS NAV M N31E0 1/6 It L6AYA S.UI t or " ip"Ir1A t1111ua 401001k w =011al/o I"res 3f..44 01 Mat41/D S•6A41M c.#"-0 11. A4 fwbt46 4"m.l.dwO sm mm tr t COWN&AVA6. fl♦ f'' 10NurtS 1811m,A1 411.t!160 011,0101 941410"1 w4cNs we 6M fts,- M Iankow WADI. ,7.1 F.W wW M(.Cwn taN416•.tot M1 a.r "" fL.A>�stA?J.p VY 641 40"Atlatlaw ML islcf144.V we 044S.ac0a6..A0A. as H J wfb1M M.L1Ar."Illm 6.44/16 Ala an*"two 6 /t/•0.0-6 .t i stCp Alt ON MFCitiN W OaN CC" Sam fw. L :D wk:"a wO0S sp-cm K, a s w. kgvom i.•ap"Itti Sll"6 a 640 Y.NSI.""011e f/6 Nuam AR NArA an 1.1 t/lov OD"u.M he W- 6M1Cob> 80001,A sal No nwAp.'Js Ict JLcp.Oils W.lNrlit ArrOA in specoo r1.w4=Ila1 P.41,1091464. ligna"INN 11400.+444/t SiMmi0 64 Mt1110fq 1. 4-TtM A"130 111AM0 x rSO. rwl la sat/ 30M Ili til CbORtYSM oAo lltAaM 15ftats IS N 01141 IUel4tl 0% k4%•tW4Iv c101r~K CflaM In 41159 IrCtffte► IOIcSi tro06Cts&$meet " Tl6L mrs rot K-110 SIAM•r Clwp.Y•• 4gtIJ W4"9Z011KA44" l.T IMJi was 69111 Nal.cwwdc Wt mom 114.101(3 as r so NOS 4019841 Is 10a m iw CLAM CrArg" l A1lfs ss• 0 "Its INIts WS R'p C4sii4m 04M/K 140"FIS Tr.46 4114P I dMYLL 40 VIAL"14MM W&CM N M' a t gaunt so"000 16 rim,TA AMM ^ s v.4cr1A waits stars ON wave at A.i.L taus aa• oA IaIS W"IL11_ Osf4Lla4404 SAG UK SO&& CAsiUd awl, L/41I96 game a~sr 1w to taste a as oft"o.Ir an of 071v111•f Iw Ott_ LL Y .Atttfc0.r►AM STIES p10 CALIZ QUI NGsI 0144.4 0.•016 r11n r.IS CEs14v to ® 1664:AMS sl09JO LWA11a. 011 OCC144 rroL"a cog seal 104 16010 opus 104440410 Met h L&MO. t1L.Q4 saps. N6 he MtpftfWt or r•E 6 %.is c4st06$1 0%It4tL.E fs*dmcp IVAN edit%I sactl.76• famems 1,R 4010.00 IS.KO m"mflls• AU. 82111, tat M L -OWI I IUUA PlAl"#010 HOUNG 1111IEtES 15 fS9O6160.i 1 t W F ISPICA lTaO. -IaIS TAM IS/ESIQ1w Q&1 roll " LOAOL 1/10111 PPOCIS10/1141 Tia PWVUW l011 or P0011ti MW aE MMI[ NO 15 4401 106 tEPONSISIL If( cr r46 Ilalas rAmm"Tow OIL CLAIM. -AMtICIPAIED Ue1111OMAL"Mien Wage IWAL tMG- .344' 2-'5-12 IMa1 Z-0-1I 1-1-/ 4-4-4 43-0 4;-O 610 6-2-0 hal 1-0-101 IZ •2 12 12 12 a2 /2 1-5-11 !.Far was fti4IH )-10-3 12 ve ate. u» .112, »,. its S,cs xrzi ti` .lot z6" IZ 6 � w 6 � ^ y _ �a tier 2229 a rd t Aa I irl 111601 Itlr F2E ^ 0121 nIw n.al•! W :` 2104 �a ala w 3017 4 yA11 12 s 20 aF F- s-a-a 0-8-8 M 1-4-01,z " 12 n WILDING TVfti Enclosed Residents& 16 fj� 0VOEt Stalider+d Witdlry Cads (WIXI 001) OD VINO SKED1 110 wh HEA& Rm NIGNTI 151 IRM LOUT10N: (Se) ares NET VOW PRESSURE WMED ON DEAD LOW$ SNOW NELW W UPLIFT COIIECTIOI REQUIPM JaiB /AT EACH AVMT. D SEE NOTES t0 AID 11 A104E. F- me truss*$: 1 Hosts" d4rlactlon occurred at tiottow point 13. M N41Ns/O Liver LOON Deflection of .347' (6/161, Index-.201. (L/1280) Qi iWri.il m Total Lead 06/IOCt1on OI .543' (9/161, Indva-.294. IL/616) ti 2Ell• 3 - z 3 . 93 04W N RLY 3 ZZ-41:3 l.IXnp %1403 CLARY VIVISIO" RATE TWE. O.C. SPACING COMING 005Ft VC LtaHa } roam 37'0' NV-25 SPEC �1-12 Me. F a ALPNIE ENSItIEEMM Paaol4Crs Int Y-,-0" 2-0-0 LL X 2x4 12 05 SP i Do. iota. TIME TPUSS INC - SOS 5414 tact S. 6" PNMT' 7.0 at LIMKft Pae.1ECT: CENTEl1 3700 A 9ATE: 25 Feb 1993 OL LL TIC 0 �� GRAND P1A1aJIL IS 75MI TC 7 2K1 02 O4 SP LwlrOu! It a 02fN E.BO-2911► TM:; '"1w1:"w: -TitC—rdr37L Q '514 73 3) OL TIC 10 {� 2%4 13 SP •OdiESS SCALE: 1t041[II lltp`S PL 4/F lr4tilWE 101AL 41 . pfCEPI 4S 044V GE 14080 . 1/9 M k4A4"/1.1aL 1t o1 164 srclsNis oomm.10,40434 S. to Cla.EStoo.v IIS I""111 osui.ts.-•.E1-1C.al.r 1% wa 10K29.CKIAC *.VW.0 .WWI"10 11 ITS 2I'' 1.0/G1cs took- a a-cr`M.OF&o.?4-W., rl SPECIES YO tft NMYa/.k*mft E E4t.11H1. .Vb 9J}.nu► t.E jow oft"t it.E11.4-I.1.' 01.1 w"wo 9C►T.I.G .rs- ..I 005AA as M- 4i aE:►1.71! 1.4 1t..i7. .SA1.IQ.1. ..6 IS a M+iA wao-.uo SI1ESi widR .►. .r.ES u® i W OOR 914'sam.1E.N A cjw*vt" ►*[LCA W7t A1..r.aa -W-CLIA.edition W.20.0- . •.a.. t!./V..M-O-Etw&a&*K 04E M omcm..=3rn. too"MIO MI YS[E a.Mt 1 CR51 01111.1,7 I'd M- Gamft- As" •ECTTUA QdM W%" VSs 10190-.4tN.ISI OMM M/MCAS ri 1890400►.a.14114f. foomm cesit1.$804x.1.6S 14-4101,150RA M "-NIG-q 1. '►-MSA AWW.la @KOM#& JC 73.0 1-0 I79,UN !Q 1a At CitESlf IM CHGM 9113,41111141 1.7ld46 10 O CSM lta4.1t11 40. w%aalr.towalba/s 9134tE Ih l311..>yQNt". a 101131 FoXhCIS ASSMS0101, mL OX&ME d!^119 410t.46 F f/pA IW' rt.►i d1..C.m seolk./. 1/Y MIS dp.3471 I%AM 0416r NO 1IKIA 11kSM MO E, vW%WSW,IS MK9 010 CLW UWCCS11t RIES M. • ICES PUNS WAS SEEN CASIa"CA 11.4 a4446ti>►OA. "a 1 0A.d1►L W 10104§46■O.IE116 a►.om N K' •a 11114111.Fnaopol,1071"cams, V IO1tEC1.7 1►ATES NOS K 4am ae AiCIK OPWAS Ol. :I/ aids auxtro. 1.01/y,1/3.rL%flr Ity111 cargo a". ;#4AU Item 1 aced? t 111 .a Ci94iA a3 14 INK"Iu.K am P/4VI40 M Art+W.. 1F Ca1KION A1tf SINS WE EMIR 11131 VICE- i-OPM SOM H1..I-15 0ESI1n 1a ® "Ic-wl wjpt o 1OJ 11d #4 '10"M IWCL /r COW 94M&G id 14IM OAANG Sdf*Lht AMC N tVW" 940,46<aMF AK-2.4 WIMI.►104 Y 119 It I-ti,Es1a1 CS.fA1Eq►9 IS S.101"u,Wa iftAo]O ,d4Nltd1 O wsKS = wwS1.o►CEO0UE0ftJA & -Wt 1I 1 WIG LWIN&IRCIFFIG V fW9W(A -Aa11f011L R71p41,FO•MAIMING IPUSWl 16 01wa6f51L111 C, VaRCAMEL -1111% VFRJ* IS OES/491W Ott.,POP 119►GAGS 9040. PF041SIQ4.VI 1►E -"All("OF POOI►i"I if NEW Atta IS I431 M SESPUISIBII.IfI u A1C IRAs FAWILAMP to u.A111. -AullclPOt®IOIttRn,L o1elpEtq vafw 109AL 66010.- ,W2' RUIt 33-103 r♦S }i i S'!-0 1-8-9 }� 5-4-8 1 6-14 112 12 a2 112 1-3-11 74 Ptf Halt t1t1%1t 6-m-3 1 12 . �i 154E 741E x111 ]i!f ]621 N S ]w 1oi1 5,-g tt N i p ]... , to .� 1141 ,CCAS 170 1rti. F- A si. 1071:1 I1J 1 .. 107311 17.516? ,31 700 6oi 3Y7 I o (5.61/1n yp 31Y X11 „-2 12 ai Rf N 4-3-lt i-W O-b-O Mi-o It�O-o K .Z F2 02 02 '3 1-" 67-" 1-1-0 /1 WILDWO TYPES Enotosed ReoldeMist CD CODES StWWWd 01AW1111 Cade (SUCCI 1991) vim RPEIRDt 110 60 NEAM ROOF NIGNTS 150 1111= LOCATIONS (30) Kia W NEW WO PRESSURE WISER ON DEM GADS $NOLw 6ELOW Ea11 twLIfT OONECTION Rt11W1 ,�k r AT EACH army. F SEE NOTES 1$ AND it ADM. No trusses: 1 /taa►ao detleCtOon Occurred at COLLO. joint 13. 14411a1ta L►ri LO" pfliCtlon it .337' {5/16). In49a-.271 tLp/13181 W/KIOUG total Load � & 114CLfon 01 .5W' 18/661. Indi+l-.M. /6411 N I 1 A CILAw. otrtSHIN .UCSF nrE: C-C. SPACING LOMING1 1tsF) K L04WJD _ Al 37rQs-N-1 -103 Q1 ALP3►E E►talt owe 411141130w1! Inc Q y-RiN 2-0-0 u 1C 30 2x2 12 as SP ENG. FCR Tf" TR1SS INC - SOS J5�}teal S. Gs1 wan 1.9 et: LUMER VIK AECI: t�.ITEN 3708 a pwlE: ,26 Fab 1993 Ot1A,o p"Itelc. 1■ 75061 arc 7 tad 82 Os SP Q 12141 WA-3940 1%Of .1110:'-- 1iec -Faw-sic- LL oc 0 L+•ow to 3oP/C 542 33 33 OL t1C f0 �� 2Ka 119 SP 4t,owss- SCALE: -*UwA1 $ftn% f%off Iib/1fulf fit AL 4T p.CFP1 �S ...♦ tit Npt.O i/B I1 H a&MKIN*.WaL S[ OF N W%CwM nM•Y•4111tMOM 0 t> "Was hLEs'ML to 46.04364 S.MEfNCM►.an Iq t►► 106101 04"dire[INS,.INuEO N SC WN U40M v .1. � /r0144S 1.01.4► W S*f:IM M6 tub a" 101sN/L Co~. M RA1 MST bw alw SPACES S-ribG N!A' MM! OLIall 04.101-4 100' /Y i10.tua410/16 S10441/110 a M FWM pdloMtat. AVG IS IS wI&"N►Av0►1 SPWf 1.Mas NL 0044/%MM ob au 0-06 Mims NAM 101 R'OOwvL6 l/4113:1,10M.fi O.-L04► r Ma►'Mx a44En%SPSCM K' ■/ M1. 1t.Abl-.T11Cbi L1OAi t SMC IN 1t-101CrYlx I11Y ffP t.61b1 am W ME L"M LlIT51Y O T.4 111- Nt•LR-ASO&1 fol Taft OCir.10117. %"954 IOtm T.1.g/1.lfi v~4 W Ol1000 116 1/94r.IiJ Milk IZATIQA_ I hilt Cason SUSCAL %Milk IS"of N MII14Iva A P-aw*YHVIR"AMU* LOC aw Ar 10 7044 1/Q 111 N! l6MRi310p 6dfi 101110 'cam c to 44 CUA 010.045 w!. Nod IXSHN CY401i it VASOM FOS 011a1 WIC NK1- • /Ptst reamtT N61Cl/I901 19as OOC1 ME so-tab 01/x6 W.Clots)IA• Wei /4,."..6 STEA .Y6 ►.1' .IIANS 090 011.101,/%AIS CWCC.R Noes N►SEV AM s..IMT K's"NI Is Slam a CLAD.- Cleo RAll$O►L. A THIS I^M-141 am"aslo"001 u• t0/4t/6 945. •Ata 7 411SgA O:w0c UfS,saxwm w8w .1 K• .I t1uM s1.SIaK►a s 071 t1iews. 4,L 7► CascrIV RAtEs sins NAE aoxm p 1ITN P01Qs aa. 94,.bas OPa1I16 04PO L1IIM-O m1 90" CDF-0l6 4"e. OLESS 141la QKfifl-A W as atalNl O 1.a OUs/w.v 000 in Semite M m-W. 41 ..114C#M RITZ$VMS SO Cala$aA SWM bQOWS Sill$ NM 0141%MS14M to ® MOi:LTEs Ktt-b0 10[11101 *V- WILCIN -WI*be CASE 90u)N WEST sU1f0 Somer Awe we►11-10 klli'alfr 116►.4 OPUM.TM#Cr 014 IN his anifi f is./F►IC.&I IS f"Map rr WANTS or OC:1K01 r MRAKS IN Md0-N f4CA M1D11.1WINNO -ccwI*AATltM Sic N.Selars VECIFIED so0`04161cagap -AMSIOKa q►ING FOR NvAC NG ISLOM 1S PIMP041e14,111 OF F&MICATOM. -Mils tpws "CESIb•7 coke FSP 19 %-1110-?An. owdslaI FON hag FKVMIIM W PO4YC.MAI SE 44,417E NO Is 4161 Illi NESMSTIORM of 114 flan FAIPITa1J1 TP C►1Wf. -AMICIP11E0 IIOMIA.1tL 00100" 090 NTIL 4,0411 - .111' Wi 301-12 2-9-11 4-0-11 l-le-1 5-9-4 6-41-0 2-10-0 4-4-0 7-4 111/ 74 RF f-'0.41 62 I2 0 62 F2 e2 f? 1.3-14 Has Hot$" 5-le3 1 I2 cls Y»6 21'39 4199 3146 Ti?6 1 394 2"0 ]e26 N •v j/s a1• �`� �.cs tae. '� L ` w 213 7� �� 1 1081 IMF 1430 1170 1160 NSO w � w b?t I717H w I 17150 12 6147 3a6 304 6d ails 017 4 13.514= 12 2a ME F- 6-3-e 5-7-0 5-8-11 N Ca et e2 62 #a t-4-41 37-4-o WILDING TTPET-Enctaaed Nooldoatiat CMT. standw4 BvIIdkq code (NMI VIND VMS 110 q* MEAN ROOT NIGNIT 154 /Rus- LOCATIO s (so) area W NEI VINs PRESSURE BASED oN SM LOADS LMMM 06101 UPLIFT CONECTION REWIRED: 1216 f AT EACM SIffMI. F SEE NOTES 10 AND 11 ASM. M No trusses: 1 "ank W1 dvfloction Occurreo at bottoa loillt 14. Na6iaua Liwv lose Ovflactioo Of .407' (7/161. 3ndox-.3A IL/10911 Itaxl&u* Total Load OvflaCtlOn Of .630' 110/161, index-.345, IL/6967 ti Q 2&v• 3.23-q3 O�w N L�,i1nC� MwS CLAW aIVISTON PLATE TYPE. O.C_ SPACING LOADING IPWI IC LUNg" Tram 37.0' MY-11 SPEC 1-14 OYQ ALPINE EMSI►&FJOD PFKAM WS Inc 2x4 02 09 SP EMS. fak TRk* TRUSS IMM - 506 60+161 � seat 6- GS" PKM/l Y � 2-0-0 LL VC 30 Q, MAKIN PRA1R/E. TA 73051 7 D OL Tc 7 OC LII�EA 2X4 P2 Os SP P1Io,1Ecr: 0010.10.04 3700 w • 0110.: 25 Fab IM lgcw, Q 12IQ 660-"410 -�1T(-AnEE- fldC-FOM-ST LL YC a IwTOUt I& 584 33 33 OL NG to 2!x4 a3 SP AQ0F.4f56: Scot V: 10.••!0.6 I.ir;-S PLATE 1-.SilTY1E IOIA► 11 ELLE PI aS w• IIE IVIEi/ 4,/a 1� P. L-P![n xaat a 0 %a lavM we""*am SPAOM Y COfECIM%-alas 114Rl r unisteco S-atlfICARA r W 14i am t1i414"OOO aetif4as AsuaO to fC PafMA,ta14-• -> 6$OWc 11S tartar 4W"446 WOODEN tl/d a46_t !- 1PECK7 00 will aur tw aw"t+"t ft=w .71 Plat am$ I-,6 JDfM stacks•.111,61b low artw a4na®star-t.0 4/,' tr N&*AG&A1t011 AWL!4211:/1 sr 114 141t! A/-4t-400_ Ate IS V d4."I443"ABLA SIPCO rate! AA Pttf.S tap 4h IV OOIf AIMS Mt IW owco106 10 417C+> 41R fPwtMa 111 MaCIK If1 Ims Oa41 K" t• EMas. velamw-46-[41 lraa off Wag W ACWOWCC Won "i f01 Of31ii oft,6aSED CA K tASCS0 p/1tO1 Co M w- GIINMIt-""a Worm.7f045 1RI-J %aa116 Ir^EO 61,404011[ CML"on 4111091110 06 two am P,+at iciowoo. //"1111 tifl'M 34SWAMS PJLf&Co of UNE40111t-t 11 1-X4,6 UP07tY tRAOM LMC 030 PN Its SO11 Ma tt1 ALL C0WRSSK-CoCM 60MM AS1/4[f 10 6t COMYIYM N GIS C,6HOI CM#CMS K C1/fx11f IPI KUW S C*KA- t 60131 walam"s as1xiall 1 Real. OOq FILL W-In e►am f-111,411 zAr two i PLMZCO 111,641.104 IAf- ISO*"S KIAL KAS1 LOR"MA IO(/pt6XS AK, ^ f1 tMa as""CS&mum a CLaM OD,fLM"AWS Oa- • OILS Tat""As fila-CI SIS!"real I-f tL01a6�- ab-1 CF-10"Or.OW"IfM[AS IP4af Of K• 6 t am*&114$%$$CA eL PIA IatRM'f. 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O6CItt/1 O watts as r►al nrSIZE "17 _19DaMALARM 11ces ItcoaOSMlIOi -CL x l H r FASKINICA "1111K IaeEIR SYMMS NOT USED -Arb111G•4 0T 1TUi 0111 ov#"I/Ii nwdws IS/CSAU61MIL/1 s co rin►1CATCrI. 1 RH ?-i-O 3-H 3-6-0 3-e-0 i-H 1-7-• Tt14 1-5-14 11 E2 02 12 I�S-14 7� 166.5 74 ftr Moa "alight 3-10-3 1 7 -0 la•--O 1290 6290 12 Q a S/6! W20 5450 n N a prN 2461 2409 Q) w b� �5 •+r 1nr 4051 6620 Ise E420 66f � t t w w 20151 Zeiss 3194 406 3A4 317 20 i5 20 rcF 7-0-0 ?40-0 x-6-0 7-6-0 IZ 7 0 691• -0 vi M 1-4-0 1-4-0OD o644 114E .I 21-0-0 its CODE- stwWOM 6tlitdine Gab is CCI 1901) MIND Mot 110 wh IEAII ROOF MIWTt 154 In= LarATION: (Se) area W IIFT WHO PRE=URE RASED 00 8M LOf1OS 3MM KLW UPLIFT OORECTIM REQUIRED: 5-40—Lt 0 AT EACH SUPPORT. SEE ,FTEs 10 MD It ANN. M NO trusses= I HouLuM 00flectiOn OCcurreu at bamoi joint 13. Q1 ( VASI M Live Load Oellection of .184' 13/161, 114eR=.262 iL/13701 Max6ANn Total Load Deflection of .289' 15/161, Index-.274. IL/9751 s� 2Ev. 3-23. 93 ,QlZW N ' As v 3-22,-93 w1nD T1,w7 � CLARY DIVISION RATE TYPE.: O.C. SP"CIND LOADING OPSIQ rc 6.4atum ' zl'0 4h7i-17 VI16d_ 0 A � ALP[IE E016t1EEAE0 PACIMCIS INC w_MO 2-0-0 LL rc 30 2x4 e2 Ds SP 101G. FOR IN* if QS5 INC - SOB 5_ it 14100 S. Od w M4rV 7•a of ?C 7 6MEi C L11 2214 /2 os SP 1110�.2sc1: CEnTEX 3709 A O"rE 25 Fab 1993 t d GRAAO PRAIRIE. /■ 754151 LAYOUT 16t , f 1 Q 42141 680-7900 wLi7fNEA! -I/t LL ec 0 ' 332 1 33 33 OI w to �� 2x4 913 SP AGOIIESS rE NBfw IRAS .i•It I.r5111vIE {Of A► 41 1 ! i6ZI' j f-crvl AS "Ar OF rift, WIG 10 1"44P*SMA •Or " /STC 10 IM WIW/I{M mss. M CR10CT"O OU TES>l/4a 0 AMr/It44 SOPA/101CJL/61 ON 14G •a► 16414,0 000 MOMM AS4a®10 0 CW I.400I11a- v 0- IIOr4lts ul1".I s1h.C10414"w/• we ftm.r G O1tICl OO/,M 04" al TMS4P4 owls&*. 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LL V LOKtTq MUM SINS anS OMC O.u1Af rOtZJ CM• W fat 08104(1 "VOL"l10q 06 141 lard CDPVi OWE. ULESS 101110 97.0119 /k t0 16M0 C W M" INC an 4 rmNIQ O aM 10.. • C08=19W PIA t(It 11S Ira Caat6"WIDOW 40001"M 41110 MIS"flae IA ® f10ICSICS EA98W.%CrAVIM. 0- 300E*I/1,-WV&b6 Sam";" m" IA-00 DA8,0 M swop M1 LS11f.. 4AL"UX11% ./C log Q"ftfaT10t Or we* t lnlo fasi/i1 19 a#^jC-ma" 1e 9r1wIpV 9M milaT1 W O1"101 OF Wago s w 0Je-411 too/"Cbf4TH1101S of IMP-15110 -KIKI11i11 $#AMP WES"IM WK0. -9CO111011M PLAI1r/M 190 KaftA* KAJWS IS 1lSIRVOIat1.119 011'OrAMCA11011. -MIS Iran IS OESTAE6 OMf•U1 1111 ICAO&9AMI. "VVISIGI FCA TA VFWMII101 OF P00116 1161 K MIX MC IS f0I 114 FC9'04Ge It I I V OF TIE TR6S FMOICAICP OA WOO. RN •-7♦ 1-1♦ 3-0-0 1-1-e t-7-d Ite1 11-3-t1 1-3-19 74 KT Me Might 4-10-3 1 I2 Vw 273# 1: 9¢ 3"S 37?/ N 6© a N /11G1e 1601 b ' t 860 /T9e Ilse Gw 11100( aGle/ W w 1 1;I f3-111381 U.s13e3 O1i awe 3A1 • a N4 ?O P►f N .-0-0 3-0.0 9-0-0 M 1-4-0 rl-o-o 1"41-0 Aeultoll� irrE: Eeittosed Rasiderltla t *OMI 11IOIXIO 41 witdine, Code 09CCI 1941) L2� "IRO S*EEO: 110 ilpb 1111011 HOOF 111011: 159 TMM LOCATION: (Se) area NET WIND PRESSURE RASED 01 DEQ GADS SNOIAI DELOU W UPLIFT CONECTION REQUIRED: 73-f d AT EACN SUPPORT. SEE MOTES 10 AND 1i ABOVE. F- M No trossas: 1 NaAtlr•e 41t11ection occureta at tlottom joint 02. NaalOos LIVE (-oad OelltctiOn or .069' it/16l. InoeA-.099. 4./3652) Ns■Ieun Total 1,0841 001111CtiOlf o1 .108' (2/161. Indt11-.101 tl/2333) ti ► tar• 3-z3. 9 3 'plux/ N Q fiEv 3-z2-93 wlr%V CA 0 CLAW OIViSlCm PLACE rym., O.C. SPAC1Mfi LOADIIIO Vm*1 Tt•171is Ewu6S 2F O' H-9 i-18 ahs. • a ALPINE VOI EEPEG PF40MUCTS Inc V-�0 2-0-0 LL TC 30 2711: #2 N Sr 04. FOR TRUE [111155 INC - SDS SR 1801 S. 6514 FKWV. OC unrE4 NT $711 I2 N SP PFIDACT_ CEFII 3709 A PATE: 25 Feb 1993 d Uwe PRAIAIE.. TS 75051 7.0 OL IC 7 Q 12141 660-3940 • i L u. OC O was IATOW IQ �� 241 33.33 EA. GIC 10 2714 03 SP aGOMEsS SCALE ,1{.11114 1410$ RafE 101+&/1 Wf1i 1014 47 --- FwQ.PI AS NAT OF Iq CED , N %LBM ww" AT IF 1.4 M•Ccw 110 evem"M 4 MUM ■ Ca.1ttT17►1LAIEs WILL 0 N618"E0 lR►llwl(.aAA.to M All fusses OdO 1Et41Ub!Milts 1/0 E'f/,toYO®. •S -ow 1""CA S I MORAL 40ILG.10 4(/t0 9904 but-, Y(i11S 00 f0 WIffM KXSr^ci+tOM. .T 2" IMI A(.qUN WCM O.116.9% Ur a11ao RL MOMM 941wIM on- 44 11MLMI asews Y6 WZ►ico t► w IW-" ft"WOA. W. 57 #%Co A.11t 0►►ar+4t STY17s MUM A" INN'S QUO r IJ C.LM WL IQ!AM 101 I1100541pM 10 Mej. OGI► UNUMA :P 6M^C10i 0EIOLIb traps W c 1 4%.j )UPf/.N.ONSCbi WMI,K W" W A"906"1&rfM 401 OEslaw &ASM D-L.E LUM 0111.71 O 119 IW 61141CA•As0.1 a MT'ID1 OLPD W-114:9. JIESS/01E2 s1.EANILE M"04 VI W1ACtM0 age UCCO1424/N /4J1 Mo. 1 I soos.C4A, sfre-Apom►415[0 of O[1MIIYYL % r•aeu.Rlo.r .1� fti nR WC EUM M P644 SM 411 AM. COP MSbOSIO 104 CWAV a &%*A"90 49 OU.IWEAIM SLA 1-4S M"06 C900`0144I MTI 4 M Cava ss wis"9[6ICa• AA twa 10010c "s Aa'S.CIIt101 7aaf. R'a tla.1 01-Lass 01444 Of f11.4Dt a/O' 01199 I qA,.W 9i4trpi 001' IIfaO•co me►AL%LAW CJ1a1tCIM&4"a WNUMs MP I. a TWIS DESIGN IS""tA.IIAs.C011ECR.t 9"M O1• IN %%is 11L"MS[EEM OM40*0 t4A RE Uw2i06 9101000 1110.1 0114M 0%10RAC00 8414EO45 YaCM AI W 4 a LL1tt11 SIAMM6 Fi/1 IFUMS. Ir carec►CP RAILS"M 01(4706 0A"on i0P016 Ot c Oa 11115 O4►410/. ltstt►1a11414 016 Mid, S UILL CpFOi1 0". 11'LESs$0110 46101410 W 10 1404KA P 144 oft"Y0 ii QA OR s utoo M NII of 0 C211[L10%gale sons Aft 4LLE16 RA A1a10 1001UBS iOl( SIM M►s 1[114" 14 IS 9901:AM fEWtls LQ'.ATIM 171 WCUM 600"20 SA16 940Aa" 140401 RAW Somme M s.Ll/s1.1 %Aces!ALIS as I,&ON[wT4110.t/ I'a 0 1.1.1 GLU%P tS 0OWLIC84 4 ►4 sw*TP 0101 ntfims V O4EL11.71 Cr LOAMS 10 012-91#11P IE194EIOA110s �I f 1 Iti.L0 IE:9"TrIM Of FAMICATCA -PWIt10LtL 1111114 FCP/14MXII6 10146.113 IS PEStl1SIsMit W FAAICalttt. AIN a'e-� •-1/-12 -ll-li tS-e-J 1-5-14 t-S-14 mAX tbignt 5.7-3 1 Iff 12 i QO SBP �5 • N 12 376P 3700 p N � � ism \ \ 1031 1 ` 6601 1300 139. 66t not 1].5{304 (3.61]10 USM X1 f. 3+10 20 Plf y-O 0 7-0-1 M AIM WILDING T : EnalOsed Reeidnttlet p 1 COOEI ttenderd Bui(diro Cede (MCCI 1991) U VIND SPEEDS 110 Wh IIEAM 000/ NIGHTS 154 TR(1CS LOCATION: (Se) area MET YIID PRESSt1BE BASED OM OE11D LOADS SHOW BEL09 W 41PL I r f OOMECT l ON REM 1 REM: "737 / AT EACY RWMT. ] SEE MOTES 10 AND 11 ABOVE. M No trusses: B NasIMM deTloctlon occurred at ootloe )Dint 02. Naxos" Live Load Oellectton o1 .069' 11/16). Index-.099. IL/3W) Na•i9Ate 70tal Load 0e/lection o1 .109' 42/16). Index-.104. (L/23121 wlnlu rnua3 CLARY DIVISION RATE "PE: O.C. SPACING LOADLIS V'S" TC LsjNpcR 26*0' COMWM T-19 OYG. F <a ALPINE EMEr•IMEFED PAMRXIS lot2110 e2 N SP Ett6. Fat iN11E iFk/SS INC - SOS 1001 S. Sam1AIW_ V_$MIO 2-0-0 Lt. TC 30 S 1(r;. a 6NaN0 PRAINIE. TA 79051 7 O OL 1C 7 IbC L1 2X0 F2 N SP P11gLC1: CEItiEX 7706 A OGEE: ZS Feb 1993 NU` �R Q 12141 660-7940 • -i11EA---- I4+K^F� Li 9C O L 4%lo1N W. a4EA6Cn 401[165 R•4E t4ditfUTt: ISO 3; 33 OL ac 10 �� 2114 a3 SP AOOFLS& SCAM 47 E1C11/ AS W 1"010" 7/66