Permit 1481 Jasmine Street ADDRESS r
BUILDING PERMIT NUMBER �� 5
INSPECTIONS: FOOTING
UNDER SLAB PLUMBING
SLAB '
FRAMING `��'9
COVER-UP 5- -15--97
INSULATION 5--1-
FINAL
-1-FINAL BUILDING
CERTIFICATE OF OCCUPANCY
ELECTRICAL PERMIT # / 3 6 L57 f-3(� � 1-1-1c 7
INSPECTIONS ROUGH
FINAL
MECHANICAL PERMIT
PLUMBING PERMIT
NOTES :
Truss Connections
Plan 1094 "C„
Pulte Homes, Inc
Truss U lift Truss Stud to Double Stud to Sill
Left Inter. Egid Connection Plate Connection Connection
T5430 440 200 HDPT2 ; HCPLL ; HCPLL TYPICAL TYPICAL
T6 500 500 HDPT2 ; HCPLULR TYPICAL - TYPICAL
ALL OTHER'S <510 <510 1 HCPLULR TYPICAL TYPICAL
Where RTPGA830 is indicated install two (2) SYP studs (Min.)under each bearing point. Toe-nail trusses to Dbl. Pt. with 4- 16d com.
Typical: TPP4 at sill and double plate at 32"ac. (Capacity: 395 plf or 790#uplift for trusses at 2'o.c.) Nail with 8 - 10d com.
HCPLULR Uplift Capacity: 510#; HDPT2 Uplift Capacity: 880# w/8 -8d com; RTPGA830 Uplift Capacity: 1950#
Simpson LTT20 Uplift Capacity : 1750# ; MTS27B Uplift Capacity: 3745#
All connectors are SEMCO or equal (U.O.N.)
A,O A IC BEACH
ED
R&rC,r1V,FD C�tY
BUILDING oFP1CB
R 2 4 1997
MAR 131997
City of Atlantic Beach
Building and Zoning
lq$I jASnrndcrSr
Jeffrey K. Hulsberg P.E. (904) 886-2401
`�u.www
�r
■�� 11111
■ice ••
MISSION
• iii iIIIIIIII
solo
■ill �
0100001 ..
01 A
■I�� �iiiiistrttir 1
■1�WOM -
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El
8 \ D Vit► X10
n - 7 4 T M M w r NF
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS Al BEARINGS AS 1NDICAIED. (1891 58C)
OOT CHORD 2X4 SP 62 N UPLIFT (tLl88)' 260 350
WEBS 2X4 SP 03 9RG.LOC lFT)t 0.00 11.38
TRUSS DESIGNED FDR 100 NPH WIND 15.00 FT MEAN HEIGHT
DEFLECTION CRITERIA IS L/350 LIVE AND L/240 TOTAL LOAD, KEINCLOSEED OR FFUULLY 0OMNN WILDING _� 5.00 � �0�0M� �____
01 HIP DESIGNED TO SUPPORT 04-00-00 JACKS WITH 2 PANEL TYPICAL SIMPSON OR EQUAL UP�F T//HANGER REDUMMENTS
TOP CHORD ANO ND ENO VERTICAL. (41-Grarity l I•tlplift _
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. -- *** UPLIFT-kw* asxs HANGER w1ua�--�--
MUST 88 PROPERLY ATTACHED TO THE BOTTOM CHORD. H9 -4!1l11(Jacka On1Y) U0525 - 1 27511 -1286! 10d !ply
Mr5t2 • -!000# HUS26 - 4 33150 -15901 ISd !ply
PROVIDE HANGER AT LEFT ENO OF TRUSS FOR 723.22 LBS. MTSl2 ■ -200010 2 Eel HHUS48 • 4 424910 -!6601 10d 20
NTT2B8 -3786# EsItOd) HHU348 { 51807 -20001 16d 291y
MTT28B -445H 2 Ea (!6m WUS40 - r 664010 -219910 104 2ply
MSTSO ■ -4888# Per 201V1 HOUS48 ■ 1 8000! -265010 I6d 2ply
CS150 • -1650I(Each) KGUS5.5■ 4113350 -3445# 16d 3ply)
REFERENCE HOLMES LUMBER OETAIL SHEET FOR UPLIFT/HANGER DETAILS
6'IO" g'Ip•
4X4
12
5p
� v
a of
N N
X4
` X4(AI)
e•
11'8' 1'4' --�
-241 -2 4667
R-7231 U-2601 Rv-a441 U■39at W-3'8
TPL A 'TYPO-A PIN D T-TP T TA R V 7 CA 9
032
.5961
"Im soumun mom" ur- aRMO soOM"'"°`�"' 02/06/97 TC LL 30.4 PSF F
EI
1MPORTANTia01"AM u"w Wu=ra Aw ARNING N 1410Lr10, QW= AW x,11111 GATE 02/06/$7
n Owunw nor Ras"am w w=otnauno"R a ANY wtt».yet wsa•a 0 tn.ad a n mm ,• Ug ���,�
TC DL 7.0 PSF
\Uw"►U VADAM w acus ns 19M w �uww# Q AM utas w m, ra Amnon MWL to"Aw www At
O .Looe tascotoss AN Aaat w"A aur.OXOL WMAr As w sl4i UHM wim wlewsss Mum rw % BI', DL 10.0 PSF R
A40"0 Oarll 14'1010.~CO MMM 10 crawl PAU w WA MAL K I UNIN ►Oas00 141H AOwp
um aar uius aoawae 1.O."a w 1w1 cum% .amus Lr Aruna KrAw s n w a. 66110 olds 66066 _ BC LL 0.0 PSF JOE
doomm,Pa mom"at w a mar.Xuwi unsu a wN snoml,"ou Ar074 at%"-mom `
1pf�1 iUar+lLttuusj#ftq s 0 0 as a vs.w"Anus's "M x6ftar-ware •uivari�M rilorar % ` afm 0w TOT.L'D. 47.0 PSF 0/A LEN. I1-B-0
a�lL.p liC!aYYWO:OML{ia Tr11t aOMrf114/ova:lss 100 aln" Mwt1UM PW1W A axil w law : �
.ro 1661 AEl ld rr+►or�etl wnr 10 rN[ O roX % r,•' OUR FA 1.33
'. ,s,1_„�h„y,R�,,,w ''a,......•�•' SPACING see above vol RPFC
7 T - 4' GABLE THIS_biia. P M ] Y A F
TOP CHORD 2x4 SP 82 N PROVIDE UPLIFT CONINECTIONS Al BEARINGS AS ]NOICATED. (1991 SBC)
Bol C*i0R0 2x4 SP fl Dar►aa :82 2x4 SP 12 N: UPLffTFY')* 690 820
WEBS 2x4 SP 43 :M2 2x4 SP 42 N TKAs OEED FOR 100 IMP7H1WIN0. 15.00 F1 MEAN HEIGHT
WITH OEAO LOAD OF 5.00 PSF (TOP) AND 5.00 PSF 1BOTEW .
DEFLECTION CRITERIA 15 L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
A RTGIO CEILING OR CONTINUOUS LATERAL BRACING Al 24. O.C. TYPICAL SIMPSON OR EQUAL WpLIFT/HANGER REQUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+1-Gravity m-Up l l f l
SPECIAL LOADS _ _ _ awx uPLIFr 31*0 '4111, HANGER x>am
H5 -4550(Jacks Only) I HU826 - + 2751# -12861 IOd tolyl
TC --From 74 PLF at -1.33 to 74 PLF-et. 00
4.00 MISla - -10 # HUS26 ■ + 3315/ -1'5504 16d ip1Y
TC - From 106 PLF at 4.00 to tO6 PLF at 11.33 N1S12 - -2000612 Ewen NHUS48 - + 42994 -1660# lOd 2piy�
1C - Fromm 74 PLF at 11.33 to 74 PLF at 25.33 MTI285 - -3785# EaCb 10d33 OWS48 - + 441WO -20400 1111
BC - From 20 PLF at 0.00 to 20 PLF at 4.00 MT1268 - -44550 2 Each �16d)� HGUSQ - + 66400 -21990 lad 2bIY�
8C - From 29 PLF at 4.00 to 29 PLF at 11.33 14STSO - -46680 r 20 yl WAM8 - + 60000 -2650# i5d 201Y
SC - From 20 PLF at 11.33 to 20 PLF at 24.00 CSI50 - -16501 _ hi 1 HaU95.5- +113351 -3945# l6d 301y
9C - 145 LB Concentrated Load at 0.00 ----- -- - '---- ^^--- ---'--
6C - 496 L8 Concentrated Load at 12.33 REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
--12' 12• J
4X4
1.5X3 .5X3
1.5X3 .5X3
12 1.5X3 •5113
e
V.
5X3 •�5X3
in 1.9X a
t•5X3 .5X3 .5X3
--r- 4X4(A2) SX3RVIA .'57(3 (Al) 8'
• 1.5113 .5X3
1.5X3 1.57!3
24'
�- •
24'
4' --+ 8`4' 11'8'
Rv-1742# 0*694/ W-398 Rv=15486 U-62011 W-3'8
P� - T �-A DESIGN A =TP TY TOTAL R 7 A - g
wwlleale4 PwaoowTK TM11w331 w4WU14 pTau�w aac 42/06/97 re LL 30.o P5F
ltIMpORTAA1T++u w,u w st mm"i no w ARNING w Hllaam waimt 3►0 t►ul
IMVUTSOP raor THn 0111M 114"M Uw¢WWATIOW 11A 4wr AMC".NO 1114-03 w b1. wet TNIw WAM .tt`� ''�.,�I TC OL 7.0 PSI= OATS 02/06/97
net,
NAImL TO MW.a TI[Mama 7x OpfebYrt[M1W pT00 W M. /M WOgiOltll riC1�L/WWmMi WiCiM 0! -
Arae wwono.a am 1116 w noa ULT. �VaU16 MW Lusa MM MM KWJWU a irswna wP 8C OL 10.0 PSF RW�0.0 nafif&8 WWA.•utir COMM1134 T4 940 nu a Oft 41141rid lxw AM-1141uw WITH Paw/a ^4nemu4w{Af6TaDf1 anzaN4N twuT111M, 1TJ11MMad1MIp00.OYLLTYW.NT10Y O1Ws - z 81.'•.LL 0•y- s786awPW 111111140 u4 w s 3411.-r. OOM ITANOW�ooWielsow�atiA"Ab w ww 011;10--we : SOT.LD 47:0 fSF O A EN. 24-0-0
C""lvwPuu"3w="or Hwa a T►I.Ax-vau -3 /3iw•TwOgTCA•Ire3T/ n/Tn11 r'«l.roPa t:ani w emwNulKiP061"T4 T14 eawomwT ww"11" awlw3.IMUSATU.PUWaw A CA".Or Tru w eri aeerwL M K xa.3s ON an 4T1o3 ww. ua '''�..,.......•`�� SPACING see shave 5P
..-TM_%%~a aw MryMM "". *0"""Oft t Mt1M.-M.�1ryHf.....-.d-I'wYsw MM
�1 �-; (6- T - 4' COMN (His-owrHis-owa. PREPAREF P 1 R T A N it Y I MF
70F CHORD 2xa SP 12 N PROYlOE UPLIFT CONhEC it1NS AT BEARINGS AS lAOICAlEO. 1991 9801
90• CHORD 2u1 SP 92 N UPlIF1 $8 470 470
NESS 2Tc4 SP 93 00 1
TRUSS OE9tGNEO FORMP
10O HVIh0 15.00 FT NEAN HEIGHT
Al71f DEAD LOAD OF 6.00 PGF (14-1 AND 3.00 PSF tBOTIM .
OCFLECIION CA171EATA IS L/360 LIV£ AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
_____---------•-_-•--------------------------- ._-----_
A"r BE PRDPEP�I.YOATTAACCHEED TOSINE BOTTDw CHORO.A7 24. O.C. TYPICAL SIIJP9QN)eA�EOWL viti H--1p11f R RE0UIRENENiS
�. NAN UPLIFT 1114+--•-• __--_--_- NK. HANGER KKK -_
N5 - -455fliacks Only) HUS26 - 127519 -12SU LOd !ply
M7512 ■ -10001 HUM - + 33159 -1'•!301 I
18d !ply
N79J2 - -20009 ich ` �� NKUS45 - + 42891 -10609 fOd 2oly
M7T28B -37861 Eich ( 601 HNU548 + 51801 -20009 1Bd 20
JI1T269 -44W 12 EtC�p 1601 HGUS48 ■ + 66401 -21999 tOd 20:
CS00 - -16 0i(£iah) 1y)_ HGUS5.5_= +iJ33911 -3394'0.16 1660d 320piy_
REFEREME-HOI.MBS LWWJI DETAIL SHEET FOR UPLJF7/10NOER OF-TAILS
12' 12'
04
12
5 1.5X3 .5X3
a �
N iTT
3X4(AU 4 to 1)
9.
24'
24'
Av-122 0 U-4700 19-3'9 RY-12270 U-4700 N-3't3
= PAG OTT 1_ AE DESION Up
CRIT-TPI TOTAL R 84
T now odium p"1w 1k INC. 1 hAlm P 611AM cm 08705795 TC LL 30.0 PSF REF
*IMPORTANT41It oaL wT ve noommu/ta my ARNING IN M"WL C""WI aw
dMaWK MW IS"MIM an WA i fC11I UW% M AAI WUC1W. 1R Id"t 91 T►T.Of TM1 aEAMN ,��11T11 , .
INSWR1 10 WUA TIE MAO W QQW WNO�t WN 14101 1r IPI- x011 A10Ut"L 2KCTA.pt11 W"I VACUA pE 1 ��� TC {)L 0 P5F ATE 08/05/g6
O� omw Cwaelm MW kw Y 914E ULv.STMT.011"M"TO fuuguw»."M" am EWTCAM for BC OL 10.0 PSF Al
WAa 0 1 MW AS NO/W. ~00MCIM TO 1ACN Fact 0 Q=W"K LATU"V wCW WIN PMU
IMM AMO WLTA1 oTIMUC UKUW 01 TAW OCUR PCa1TW Lr AYIWOX+PLO"JTttAI'M MUM CNov � • !� C LL 0.0 PSF JBE
co"C"l MR"no"nk M a Me". Dom$I a u inr ppo�vl►I nuou uow CCUSM-a" A71 OF - TOT.LO. 47.0 PSF A LEN. 24-0-0
Cwow woftto"o wulaa M Nm a IN. w ewwa'1 U^w TOOKIten.WWL Plum fall.pool % �F':
TIMI ae TIM wnw AWLTfa»TIE ciOrow/Epterlo AE1f a1rYALt Analtula.rbWITN a COW or TNTC 0 0 0:`' OUA.P'AC. 1.
1NarLr AI0IMLL MON V1 W O>taa OW. 1fM 1K -„ 4.11 Nr`�,, JP/�2111(7 2�.0” $ CMN
i D: (7-0366) — T M / R NP R MFA
TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INOICATEO. 11091 SM
BOT CHORD 2x4 SP 12 M UPLIFT 120 PLF
WEBS 2x4 5P 13 TB OOESIGNED FOR 10001 NIX 355SUPPOR0
.00FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF ITOP) AND 5.00 PSF (BOTT(M ,
OEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD, ENCLOSED OR FULLY OPEN BUILDING.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EOUALl 1FT/HANGER AEOUIRENENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. _ (+1-6ravltY 1■Upllft
ALL PLATES ARE 1.'3X3 EXCEPT AS NOTED. ------N11N UPLIFT NMM -- -~�--�-- Mars HANGER it"
H5 456/(Jacks Only) HUS26 a 2751/ -f28W 10d tply
ATS12 ■ -10001 HUS26 ■ • 33150 -1560# led 1ply
MIS12 ■ -20001 EaC H1 }549 - + 42991 -16606 10d 2p IV
M/12N3B - -3766# 2 Esc A� (`10d)) MNUS48 - + 5M# -20001 6d 2ply
107280 -44586 2 EsccI f16d) HGUS48 ■ + 66401 -2399# Od 2ply
NSST6600 ■ -! eh)ply) HGUS49 ■ + 60001 -2650# 16d 20 IV
HGUS5.5■ +113351 -3945/ f6d 3A IV
REFERENCE HOLMES LUMBER DETAIL SHEET FOR-UPUFT/HANGER DETAILS
I+-- 13' 13'
4X4
f2
., 5
W
x, a
03X4 01) 4(All B'
,
26' •
Av-12230 U-5108 M-3'8 A•284 all x-3'
903 7
P T Tow-A DESIGN RIT-TP? T At - R VEEO W.0,246
aunt 0a7aaram P"wM IAC. Tltaaaa x WK a IKK CAN 02�06�97 TC LL 30.0 PfF
114PORTANTII N�wu.w as aaaaorrlas row My ARNING IN WIS." pan" rro ` u1raaaaaraol Fos rraa Oulu OR1"M alauraaIW& MAW aaaea0.Ara W."I N wl,as wm aura►alb X Ta AAAA TK ISM IN Dolma W=arw w"W WI. ra ANTI "WMAu am aw au an wa , TC OL P02/06/97
arlsra ralaataoaa aaawararseaa carr.arra laarta aaw awaalalwa.wrao a►a1wlw Irowrras rar8C DL 10.0 P"o M a moow M 1014. a1Pty Craaermo N aam rhu v am anall N MrwAuv WAM Na1M Moir"aaaaa•aro uaaa suRnuae too W."THU-Nam seuva+ a,agMM{aMA1wo1 wasaw.•wTaN.aop :*'3t0# 6C LL 0.0'PJB£
ZI
oo.waaraao Paa dganea>x we a laVr►.=%*Larwwm wtw P t1r v rrr.cwo Nrna aawo aaE TAX W 007. D. 47.0 P1.$N.C01 m wuftw as Sonia"aP atc,61.M Oa1"'u-2 W r4CM1/CAL w"M Ilium M aPorw : !:auk«i.rw aaausm aru.ua h nt Cmalm aaPIC/a0 Nit aNMW so-ft r IIIY4Y1.A Darr V nua : #m f'.� .FAC. 1.33w L. . awr orar wr �'' �`� CPArT"r. 91 n■ RPFr
c rtoT - T4 f R Nat 4 T1 WFA
r:w �i0R0 2X4 SP J2 N :T2 W SP 01 N: NAOVIOE UPLIFI CONMEClIONS AT HARMS A8 INOIrATEO. 1991 SBt'J
AU" CNOfiD 2e4 SP 02 N UPLIFT L81' 430 440 200
�N ?Y4 03 TRUSS OES1GM FOR 014DOPP•H kGMO 25.71
15.00 FT MEAN HEIGHT
j WITH OEao LOAD Of 5.00 PSF (TOP) ANO 5.00 PSF 1HOTTOJIJ.
W LECTION CRITERIA IS LINO LIVE AND L1240 TOTAL LOAD'. MI�TN010A 8.50' LEND jONEHFIGOMIEDGETHIS
S1 A00 Y NOl BE LOGTEO
A AILIO CEILING OR CONrIA1000S LATERAD. BRACrM Al 24- O.C. _---------_..-------------------------------_--
�:�- BE PROPERLY ATTACHED TO THE BOTION CHORD. TYPICAL SIPPS(r OR EEDUAL UPLlFTT1'►HA MA RE9UIRIEAWS
MartylLy
1.9434 dtl SUPPORTS i0 SOLIO BEARING.
Ilea UPLIFT lMa Uwx MANGER MrFM
Hs - -4561 Wocko Only! W=6 - + 27510 -12861 10d IpJYJ
9TS12 - -)00401 NW26 33151 1530/ 163 1110
MTS12 - -2000 2 Eau► HMA48 - + 424090 -1660, 100 201y
= MT1288 - -378W 2 Esu► i00 NNUSAB - - 5180! -20040s 1Gd 2011
NTT28B - -44551 EAttnp i6d FJ;US4e - + 66,0/ -21841 10d 2o1Y
C9 50 --16S80J ei-- ,Y) MGM 5• +1JJ333350 -?3�/ 1660 33001y
' ---'----------------------------------------�..�_.-..mow.V
AEFEJiENCE HOLMES LUMBER OE7A1L S14EEt FOR UPL1F1/HANGER DETAILS
13' 13`
Ax5
1.5X3
T12 .9X3
» 517 »
a 3X4 4X5 a
a ;n
_3 CIO j 4(Ai) 8.
f _6!x_12 12
20.9- 5-3-
17'6"8 3'0.8
26'
Rv-10780 U-1300 W-3.8 Av-12im U-4401 W-3-
Av-283 U-2000 W-3'6
PA - Y 6- R �-T Y R -0 7
1010 9 urwa rsat"n UK. TA MW W&MIC UTMW as 08/05/96 TC LL 30.0 PSF
JIIMPORTANT**au"w►a ru.oduat rue w. ARNING w w wx w. u cna me ,n►$
pavutsar►►ow tNa euiAw a twgt ertw0w0ow► won gum.M rasa tri IN.M Val gum pg r''., TC OL 7.0 PSF OATS 08/05/96
F&MIN To Wxs TK mime U c"v"eA 10114 asw w M. w Aw uo"IMUL ftw4o et MAW 114
'.
n wzw arwesaa ue a"SF 100 SAM sxu$arum aTr Woo"%.oris*%4tA=va"I a IN 8C OL i0-0 PSF QFMG
a
M•WA-F. 092M erA
Ada w A IOU"AS NOW- WKF aNa Uft R UM FACS v 000 WALL K LATWU Y IMAM riITN Ma7N . rias 8C LL 0.0 PSF 81:40
1
v rw 140 WAN otussm a UPIWA M Two 001, Paull" Vr ttTwta K"M SCAVIM W""twos a i
oowuetuo as a►wrrwe 1106040M MIN r A
rwrwnaome arae cipja--Au suT! V � TOT.LO. 47.0 0 A LEb1. 26-0-0
co+aA►erAw�iaAas eawss0am as$oa a M.Afl arwa►ro AAssMe ts0>kstAl$eOAtt ammo For..aotA r
ar+A w twos ON""WAIU n nK onraew►acrurao«a{ o n"aetieASOat. ►wnIN a fon so Was dpl0 Q'' QUA.M. 1.33
t6Kr uo w GnuAht eoan.A.. to twt arca Caw"t w . �'•. .•'�
''•., so , SPACING 24.0- flygF SCIS
• b: - T - w P 1 A 1 IRM KAI
rcp C-OP3 2x4 SP It N: 2 2X4 SP 12 N: PAOYIOE UPLIFT CONVECTIONS AT BEARINGS AS INOiCATEO. 1991 SBC!
ECT CHOAO 214 SP 12 N :82 2x4 SP I1 Dense: UPLIFT M1: 430 440 200
WEDS 2x4 SP 13 ,US 2y4 SP 12 N: 9AG.LOC (PETIT! 0.00 20.75 25.71 '
IAUSS OESIOHED FOR 100 NPH MINO 15.00 FI MEAN HEI"I
WITH OEAO LOAD OF 5.00 PSF (rOPI ANO 3.00 PSF 160TIQ ,
} WFLECTIOH CAITEAIA 13 L/360 LIVE ANO L/240 TOTAL LOAD. HfI NON A O 5F1ULLV OPEN OULLOINGACH O IOFSTFTR6rAOMAY N01 9E LOCATED
A Q(GIO CEILING CA CONTINUOUS LATERAL OWING AT 24' O.C. ________________»»._»._»_»-...-_»_.___-_�-w__._»»__
MUST SE PRGPER.Y ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMP$ONI ORED1UArL UPLIFTIW 46ER AMUIREHENIS
St'[P ALL SUPPOR74 TO SOLID BEARING. :s UPLIFT MMM xww wet
• -45551i eke On1Y1 ME26 - 127511 -17861 10d 2 1Y1
MrS12 • -10001 HUSW • * 33191 -11!50/ 160 iplY
MTS12 • -2000! 2 Eec4 WAIS48 - + s2991 -L66O1 10d 2D)Y
MT1289 - -3786/ EACe i00 1WUS48 • + 5180! -20001 I6d 20
M1T26B • -44531 Each 16d � HOUS48 - + 66401 -21491 100 201Y
MST60 -46881 4J' D V) HGU348 - + 80001 -2690. 16d 201Y
{ coiso -16501 HGUS5.5. 4113361 -39451 16d 3D1Y
AEFEAENC£ HOLMES LU980 DETAIL SHEET FOR UPLIFT/NANOFR DETAILS
�•------ —13' 13'
5X7
12 1.51(3
a 1.5X3 5 a
a n
8X
3X5(All 4(All
0 3 5X14
12 1. 4
20'9" 5'3"
�--: 8'3"8 9'5- 3'0'8 5'3' �-�
26'
Av■1059 U■430/ W-3"B AV-1402f U-4400 N-3'
RY■1840 U-200f W-3"8
AG
.�25 g
Par aTYP - N R T� P A REV. 827 7
MAN arureerlD rAcO�sro wt. rAY14f1 AtWrre�IteiMl eAAE 08/05196 TC LL 30.0 *PSF
IMP0FITANT*Il.MW K Milr0MI reA AM ARNINS w Iu�duwA 1oeeTtw Aw ,11111
KVIATIM now tea KOM 04 WN AMVWAUDW, a AW uuuw, IH w44f w L.I.W hdA uum+ �� Ug '';�, TC DL 7.0 08/05/96
Mu Te tu"IIt Ma w eaw"K U IiTN 4eTII w Too. won ADDif=K LOMAL n wieff oA a"s K ';� ^^
O "ftW tm MUM M NAOI a sou MY.SIM IaTne Asrl MUMINTe.erl41l o1 UM 3NOTUMI. TV BC OL 1L.0 WG444 a e DC M N 165M. ~UMQC 4 To U*t rue a CAON NIIAL eA WMALL1 PAM+Ttr WMA 610e 8C LL 0.0 .16E
UK=An WUY eTMMIK Waft m TWf am" powto Lv A1tA m IR"n SUNKY4 Dort"oav _ �6DwI l"s to Mop"M Ju A MAA-r.cum uAimm wtu raw"A114"o Nie![kiw»soArArE 4iR = Tar,Lp, 47.0EN. 26-0-0
MO Iw WMfttMA I WMWM M MM s M.Aw I�YWS" wau t100"AL WAM WROM M rA{JMISM."1■u oMwi�e Antro to Tit COrrmw 6EMAI1 I" DrAtAiL Aoffk"aw. F.WM A d w v wu % 0� a'• OUR.F'AC. 1 .-331AAO wD1 >! IID tlPew 1N A+1►euaIAY. Ne >0 lAo DA 44 �',` PACI;NG 24.0- SC S
t
` J-IT: - T T 1 T WEPARED F T N M T vTRUSS
r
' iC:) C}t0a0 2x4 SP t2 N PROVIDE UPLIFT COMNECYtONS A7 6EARINGS AS JNDICATEO. 1991 IS
�
OCT �i070 2x4 SP At N :62 2x4 SP 11 Oense: UPLIFT
T 0 25571
WEBS 294 9P 13 TRUSS DESIGNED FOR !00 WH IND 15.00 FT NEAM HEIGHT
WITH DEAD LOAD OF 5.00 PSF ITOPI ANO 5.00 PSF WORW .
lqE]ICTED HORIZONTAL MOVEMENT IS 0.42' DUE 70 LIVE LQAO ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS WAY NOT 9E LOCATED
M 0.23' WE TO OEAO LOAD AT ONE SUPP04T. WITHIN A 9.50' END ZM FPAA EOOE OF THE F"
PFFO;CTED VERTICAL gEfLECTION t5 0.69' CUE TO LIVE LOAD TYPICAL SIMPS~QN OR EOUAL'UPLIFT/WINGER REQUIREMENTS~
AfQ 0.37' OUE TO DEAD LOAD AT X ■ 17-08-08. _ 1+_iwGPw1ly f-1■6bllIt _
DEFLECTION CAITERIIA I3 L/360 LIVE AND L/240 TOTAL LOAD. ------NUN -UPLIFT^%** ---- ----_-rrx HANDER sxx
Hs -4550 OAIV) ( HUS26 ■ + 27511 -12861 SOd 7ply
A PIG_0 CEILING OA CONIINL40US LATERAL GRACING AT 24' O.C. MTS12 -10001 I HUS26 ■ + Mar -155D/ Jed 101y�
9AT aE PROPERLY ATTACHED TO INE BOTTOW CHORD. NTSf2 20001 L211WA
Eacn HHUS•A9 - ► 42991 -16601 IOd 2olY
MT7298 ■ -3786AEacA {lDo HHUSSB ■ • 5!801 -20001 180 201Y
MT128B -44551 [1 WAM40 ■ + 66 0/ -21991 10d 2P1Y
8130 -16�5011EI Y RGUUSS585■ .16i335e -3244M M 365001160 3OJyl
REFEMNCE HOLMES LUMBER DETAIL SHEET FOR UPLJF1/HAWaS DETAILS
--
13' f3'
sx7
12 1.5X3 .5X3
m 5
L,.--
1.5X3
71.5X3 .5113 0►
uT a
8X14
3X7(A 1) ry 71A1)
J- 8.
3 8Xf4
12
26'
�+ 8'3'6 9'5" 8'3"8 �--;
26'
Rv-13210 U-5004 u-3"8 Rv■1321 0-5000 M-3"B
PAT -TY 4- IGN CAI-T-TPI MY 10 TOTAL - id REV. -08270
"me galkwn'6amucrA 1w- TwAau K&jw UTKK cam 65755796 TC LL 30.O PPF REF
*IMPORTANTIN AWLt NST N pane6x w ow Awr ARMING 1H w64uw UUTt6H Al*
e.-
4AVZAXUW aa6H OM AUNN 64 IMM SPUVWATI" a ANT AMCUM. Aae HM-01 AV T01. WC 4#U CUMTC OL 7.0 PSF 0 TE 08/05195
r4xu�[TO wKLO nye TMM UL ClNaN11.iK[MIW 0�6 a TIi. 6aW IOOLtLONAL aKCiu.a6rwaY[w 6N+etrs utrurtxe candTaoe sai w6x 6r sNa 6+vv. ATUL HarsNa asAN o+wNnTTI.+wAa6 wawue iwouA+eo w - BC OL 10.0 RSFRMt4461 W•UWT 4 WTT,6.W61 C6pWO M Te 0M PAC(W QQW W"U 6AIIUUV NUVA M00 P""A
TOM ANA WUU"HWUN IACA116 W TW UP^ Pfttl 6H A.r ATIACfW PILWM SWWW 01TW tiN19A • 3606 BC LL •0 PSF �E
cvAdcoMpinia"Walm uasTauP acmalu e"a WIN NMLW Allm a maw ccauaa»amsuit Or � T01.LD. 47.0•pWSFCA~WORWAM PPOVOUW W WS a HW. Aa 04VAU•p AL►IN la w"&wwq 1Tlrray ya 000cm ": oA! t 1} A N. E5-O�0
W TATs WvaAD4 wua ra aK twoo 1T ww"am ANIMAL uniealuc pwN6w a ear.v Mu V Q{jR.F1lC. 1.�w r Awa L leT Au1a vw Ta A1M otKa par. ObT paerHM eareAewa. �'',,,,r ���`��' $PACl1� 24.0" SC S
9 ![5 0:-(6-3009) - 7 ' !"is awa, 1 K 1i
PP-!LF& U�PLIFT CONNECTIONS AT BEAATNG5 AS INDICAY£o. f 199t SO,jA3 Complete Trusses Required
LOC IFII' 0.00 25971
TaUSS DESIGNEo FOR JOO NRH IMO 15.00 F7 XEA14 HEION7
'4178 MAO LOAD OF 5.00 PSF TOP) AND 0.00 PSF (BOTT07 TOP CHOAO ?a1A 9P /2 N
E1tlSED DA FULLY OPEN BUIL ING.
........------------....-»........ 607 CHBAO 2x4 SP /3 N :82 2x5 SP /2:
?YRICAL 91MPSON OR EQUAL UPLIFIAWA R REQUIREMENTS WE65 2144 SP /3
(4-G+isvity 1-1�Uplili
--_---N,lr UPLIFT-ssN -----».-«--»No* MANGER Kto .- --�_� NAILING SCHEDULE: IO.13tx3.0-O,rallal
-4551(JeC71s w V 1 I MUS28 - 4 27511 -1296/ lOa LD l y l TOP CHOAO I RO11 0 16 0.C.
NTS12 - -10001 HUS28 + 33151 -10006 t6d 1P1Y to Ct10R07 7 Rolf t 1!" O.C.
MTS12 - -2000/LE
ach I HHUS48 - + 4299/ -1880/ Jod 2P1Y REBS i RT7W 0 1' O.C.
!?7288 - -3786/ sCItJI IIOd) FU3R948 - + 3180/ -20001 ied 2pI REPEAT NAILINGAS EACN LAYER IS APPLIED. USE EQUAL SPACING
yTT28B - -44551sW i�e 1 HOUS4B - 46640/ -7J99/ 1Od 20 BETWEEN ROWS AND STAGGER NAILS JN EACH PON TO AVOID SPLITTING.
NST50 - -46981 �Iyl NSUS48 - a 80004 -2650/ 16d t91CS1S0 - -16501q HGUS5.5- ►11335/ -3943/ 16d PIV PREOICIEO HORIZONTAL MOVEMENT 1S 0.46' GM 70 LIVE LOAD
PEfJsREHCE
• __ _H»OL.«MES LUMBER DETAIL SHEET FOR UPLIFT/HANGFA DETAILS AND 0.17" DUE TO DWLOAD Al ONE SUPPORT.
PAEOICTED VERTICAL DEFLECTION IS 0.85' DUE TO LIVE LOAD
A R1 BE PROPERLY
OR CONTINUOUS t.ATERTT BRACING Al 24. O.C. AND 0.29' DUE TO DEAD LOAD AT X - 14-00-13.
`tJ3T BE PAOPEft,Y ATTACJJEO 70 THE BO7TOST CNORO.
DEFLECTION CAITEAJA IS L/350 LIVE AND L/240 DOTAL LOAD,
11 HIP DESIGNEO TO SUPPORT 07-00-00 JACKS %1114 NO WEBS,
T � B T
� J2
5 v i. .5713
�^ 1.5)13 JX4 6X 10 6
3XB(A1) t ` X61AJJ M
T o
F
3 lo
12
26
�--� 7'4"9 11'3' 7-4-0-
i -•{
26'
7' 12' 7-
-21W
'-Z W
A� 2 iiv�Z6631 11.9800 N-3'6 Avw2593/ U-98041 W-3'8
P T �P9- -TP ,NQjj � E - B
Road w4unm P040KtA. U4. t AGM ac VOt FJ UMW CAW 00/05/96 TC LL 30.0 PSF aEF
IMPORTANT X*swAL au K/arms to AN/ ARMING im NAwelm iFrcttsN A>,s 9. 00-�,
IUVW K aw AN MUM ao SIM neWWAfta s, 04 AW satslrs. 20 Nu-st If 101. us 1wa Stu" TC OL 7.0 PGF ATE 06/05/96
- nt
A�ILu�e to wKD us Mu.M w."WU WIN sfta If Of- FM AMU"L SMIA 06OW011 VAdW K9C OL 10.0 PS� RM1{'7
At/1N/caw�eTeas AAs NAee a sou uat.slid N[t/Ye As1r WlAenslHs.lAtsss atlrlltlu iNDIea1i4 tar . -
A44 416 0=1 U Wt9L APPLY 90MCW&14 Wt PAN a COW OW"u LAMAW r NAM 11TTN Mail)
W40 AN W Us Vb4*Ain►DU=sY VU ois11M NgUIMI Jr WAW P-VkQ s sMN" istTO D oA$ ? 9C LL 0.0 PSF awal Ns Abl Dula"sw In i D1A4.KUM stAmma Nies M1w"V muds Aldo ntw--iiiWON wAfRlems 01POWAiors a Nu 1 in.w iM t"",$ AVJtl1 MDaoaft WMATi uitnu ►tA/rMP" TOT.L0. 47.0-PSF 0 A LEN, 26-0-0MAL W om oN�n"aftin"at gweed sirtm"M OWULL q8U w"N./wow A CNA7 OF v,to '. 93tN"T, AM waF au w ipw!w "s1Ab mw Jo ism illtltt aerD1JA.kAC. �e.'�,, �. SPACING see above spec
b: — T — PVT 9'SB THISN FFIEPA F N 1 M N MIT Y A
rC;' C`+ORO 2x1 SP #2 N PROVIDE UPLIFT CONNECTIONS Al BEAAINGS AS INDICATED. [12192 wC)
or rsfoa0 25:1 SP Ti N :62 2x1 SP 12 M umiFI tl8): 510 'Jta
Y'E8S 2x1 SP t3 BRG.LOC l : 0.00 29.71
TRUSS DESIGAEO FOR 100 31PH IIINO 15.00 FT MEAN HEIOHI
WITH OEAO LOAD OF 5.00 PSF NA AND 5.00 PSF IBOTTM .
PRrrICTED HORIZONTAL MOVEMENT 15 0.13' OM 10 LIVE LOAD ENCLOSED CA FULLY OPEN BUILDING. THIS TPM MAY NOT BE LOCAIEO
440 C.23' DUE TO OEAO LOAD AT ONE SUPPORT. . NITHIA A 0.50' END ZONE FROM EDGE OF THE ROOF.
---__------------_»_.-----------------------—.�__---__--
POEMIC1E0 VERTICAL DEFLECTION IS 0.71' DUE TO LIVE LOAD TYPICAL SINPSON OR EQUAL UPLIFIMMSER REOUIREMENTS
ANJ 0.38" DUE TO DEAD LOAD Al x - f 3-00-00. _ _ _ H1-Dnv l ly H-w 1 i f t _ _
OEFI.ECTION CR17EMA IS L/360 LIVE AND L/240 TOTAL LOAD. ----..rWI UPLIFT r1111t _-»---_--WWI NAWAR MME -..M._
HS - -4951 watka Only) MUS26 ■ + 2750 -12861 1114 2017
FIGIO CEILINS OA CONTINUOUS LATERAL BRACING AT 21" O.C. ATS12 - -10001 MUS26 - - 33191 -15501 16d 1D 11
4U5r BE PROPERLY ATTACNEC 10 TME BOTTOM CHORD. NTS12 - -20001JFACh MIS41 - ► 12991 -16601 lOd 2011MT1280 - -37861Eachf10d1 MUSrB ■ 1 51800 -2000116d 2plyWIT288 • -44551Elth116dF HGJS18 - + 8641 -2199/ 10d 2p]yMS760 - -+16881r 20111 12611548 - ► 80001 -26508 15d 20C9J50 • -JewICh1 HCUS5.5■ +1133'5A -39491 16d 3D1y1
REFEAENCE HOLM LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
5117 all7
T 5 12 5113 T
.. p 1.5 ..
6
� a
I 3x7 uU � 7(At) .
T" 6'
3 6x6
12
26'
26'
Av-113211 U•5100 03.8 RV-13214 U&5100 W-3'8
P6 -TY - DESIGN CRIT-TPI - A - REV. 7 ' 27 6
Alttr11 waacra<o rrAws. INC. Ift"I Amts 11WTIIME CARE 08/05/96 TC LL 30.0 PSF REF
1tI MPORTANT*Ii oa wT 5E Aisp"mx rm un WARNI NG 14 K04LM IWCTIOW AAO
11111KS
104
11r
PM _ TC 8L 7.0 PSF ATE 08/05/96
oEWWIPM will acus[a MReev3uitala a um 11aseIW/.Ic11 Mt/is 117 tri. = 311 t6W .►'' '�•
^ FAILLM TA 11UxD lit DAdI W(AIidIWWCL 111Tr 116TH sr TW. rat""Im a IMIAL W MIAL"16"am A5 '',�
urwc aoodeton11 uc ma w uw"LT.am&AuTud"To Auumols.LOU"IT ANUE WWW94 Tor BC OL 10.0 PSF AW
AW 114 6 ExCM At MO. wuT CIAW&%TO/ACM PACE 4r 4 M SMU■LAIMOLLT IIAGEa=79 MM
MM AuUm GMMUE WUII0 IN Thu I11A6at. rauMtt rLT ATTADU kVUU 4100106 NOTTMr aim '+StAi
r/ 8C LL 0. PSF JBE
oollW4M WEA IAIr301U 174 10 6 5004-1.MM 1TriMM5 HITS IA@Mr MIACK0 AM*WILtai -•AU SIATE W LT11I.L13. 47.0 PSF A LEN. 26-0-0
s3' ow vMit1wK Pum301A10r We a in.w wat"".9 wta WAW*Wwt vivou ru mwm �•;
MAk W wo GMW10 AMUM TI r10 CO PMW ftPUTO MM 01"WA Aftlk=f101. FUN30W A Tun or nu %�, o3ii a:� .QAC. 1 ..33
W I "su". IW was IW AM 0T1E#IMI. uR T txtal /IACraA. r � P
1 . '+41 II''' SPACING 24.0' SPEC
! 0 rLOT 2-66 ' HIP VLT ll'S8 THISP P A Y FR
SP 102 N PPP0�0E UPLIFT' CO3NNE 60N�AT eEARINGS AS Ia101CATE0. 3691 sea
]]' 121CaD 2x4 SP f l N :e2 2X4 SP 12 N 6RG.LOC Mil
MESS 2X4 SP 13 0.00 25.71
TRUSS OESIONEO FOR 100 NPN VINO 16.00 F7 MEAN HEIGHT
WITH DEAD LOAD OF 5,QO PSF ITOPI A1105.00 PSF (H07104.
t'F1:01CTEO HORIZONTAL MOVEMENT IS 0.41' DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. TNIS TRUSS WAY NOT BE LOCATED
Aho 0.22' DUE TO DEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' END ZONE FAOM EDGE OF THE ROOF.
------------
OEFLEC110N CAITEAEA IS L/360 LIVE AND L/240 TOTAL LOAD. TYPICAL SIMPS N R EG y P IFTIHitSEA REOU1REMENTS
a A'GI3 CEILING OR CONTINUOUS LATERAL BRACE14G AT 24" O.C. ------------------—-----
AJS7 GE PROPERLY ATTACHED TO THE BOTTON CHORD. lrXX UPLIFT *916 MXr HANGER SUN
H5 -455A(JeCkA Only) MS26 + 27510 -12861 100 1ply;
MIS12 " -10001 NW26 ■ + 33191 -1950/ 760 10 Y
MTS12 -20001 EatRJ1 HHUS48 - + 1299► -16601 100 2017
ATT284 -37861 2 INCA' [100; ws1946 + 51604 -20001 i6d 2ply
MTT286 -44'561 2 EeCn 11160 1 HOUS48 ■ + 66401 -21991 Lod bly
MST60 -46881;or 201y1 NGUS48 ■ + 80000 -26301 16d 2ply
CS150 -16500 aeh) I HGUS5.5• +113351 -39451 !6d 3ply)
REFERENCE HOLMES LUMBEA MAIL SHEET FOR UPL1FI MANGEA DETAILS
6x7 7
T1.5X3 .5X3
l2
1.5x4 .5X4
v 5X14
3)(71/111 "' X7 lA 11
3 5X14
12
26'
9'5■.
26'
Rvml321l1 U-1300/ W-3"8 Avw132lA U-5001 W-3'B
PAT QTY 7-A N . R• R i
2jtj
.urns sauluue b• Sc4v1g F4Ta[rf cog OB 05 96 TC LL 30.0 PSF EF
*IMPORTANT K*maLL mT K AUPWISU ra AW ARN ING IN mmmmL smunor uo
res I", TC OL 7.0 PSF ATE 08/05/96
YtYIA?1a1/NOif 1Mq OOIir a1 Q�[f!f0EC7IICA)td4 oa Artl u�re1M1.aEE Nt�ws Or VT. fEe uUa UJUM .r�r Ug ,,�
ftp\ rawoe 10 Ou"TXE WAS w ccwal lr n Yllr am"N Tpl. lid A0011MAL S1fCU1 P&MMIMi APACUM XE �
O�\Vnl`• A LPM C411491=1 ANA wwc or Saw OUT- uea Inn"nvi MINIMUM ULKSO eMMUC"WEL To• BC Ol 10.0 PSF iiW6
O A444 w a OCiPf AS OMM YMLY 0XIMMUS N 9AW1 VAGI a QWW 04OLL OR LAM"V 111K40 Ulm PPa+nr -
.XI uMu onWAKM LWAT90 CM NU 0431" POUTM Ir ATTWW wrvoee L40T� CHM FJ
A 1107' . 1110E CLL 0.0 p$F JeE
cowawiu s4a ooArwa W sw o star, oeuw urMa.a WIN/rarorzr erTewso au/u11Jmi--on fTArf or TOT.L0. 47.0 PSF 0 A LEI1): 26-0-0
C
woftWA Lt Movol"Y TOS a T". AN CKIN99 s X&pm IVA04CAL w�Tt ppMq tte Pham � 0 •
St+L w TMIt taurlPr uPLltf Tt rN'CosrtYrsv etlrt4e rcas tmrata Y111eArrar. Ppirrw.taw a. rws ,:,, O'.� E}UR UR,OAC., 1,33Ll
sr Orel ere0 arML Ya►u R w vPw rN eWr t/rla rw. 1 ro 1M[T UlCr MC14r•. •�r,,r �.�� ACING 24.0' T SPEC
T P T Y F
TOp CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS A BEARINGS AS INDICATED. 1991 SBC)
60T CHORD 2x8 SP 02 UPLIFT `(L8}}• 920 920
WEBS 2x4 SP 03 GRG.LOC (FT): 0.00 5.37
TRUSS DESIGNED FOR J00 MPH MIND 15.00 FT WEAN HEIGHT
W111i DEAD LOAD OF 2.00 PSF (TOPI AND 1.00 PSF (BOTT014 .
DEFLECTION C917EMA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
THIS SQOER DESIGNEO TO CANNY G2-00-00 FRAMING TC/BC SPLIT TYPICAL 31"N OR EQUAL UPLIFT/HANGER REQUTAEMENTS
FROM ONE SIDE AND 26-00-00 TRUSSES FRAMING TO BOTTOW CHORD 4)-Grevlty (-)-Upllfl
FROMOTHER SIDE. ------------------^-----------------------------■---���-----
*** UPLIFT NNW MW* RANGER *NN
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. H6 - -435p(Jacks Only) HUS26 - 4 27511 -12051(10d Iply)
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NTS12 ■ -1000# M26 - + 33151 -15WO((18d 1ply
MTS12 - -20001
2 Escll) HMUS48 - + 42991 -ifi601 ROd 2ply
MTT286 - -37661 2 Eocll) 110dl HHUSAB - + 51601 -20000 16d 2ply)
MT7288 -44551 Eachfi 150 NBUS48 ■ + 66401 -2t991 Lod 2ply)
M3160 -4686/ Per 2p1y1 HGUS49 + 8000E -26501 160 2ply)
CS(50 -t650I Each) HGUS5.5■ +11335/ -3945 166 3ply)
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
2'10' ..- —2'10' ]
12
5 p
v v
a b
(A1)
T'
:F B.
Rv■! 920f N-3'6 Rv-16451 U-920/ W-3'6
PAT TYP2- P tf N A wTP Y TA V 7 � B48
' .�rr+s wTNmroo .aoaA:Tr, wc. Ta0t011 ae11uulr E1nAo1[c""` 02/05/97 TC LL 30.0 PSF
REF
*1MP0F17ANT**cilli.Nor w Nassau s"AAIT ARNING sN wN Lam raicirw AAo
OMAN=law TIW OCUM ON IN=VCCIFNA114M ON AW MIfCM. KE bil"I AV a2.Go IKU o[rirN `��a��a �
.►Traci ro acus t1t wa 111 mraruwes Nsw raTw or T.r. /ON Jm1A0MIL IOCIIt+Ww1f71r OMOLIO : TC DL .0 PSF A'lE 02/06/97
\\ MAW COMMON ON AIR muc OF a"4mv.am MUT""IN I MCMI 0.Lam Umum valcum To ? : 6C OL 10.0 PSF W
\'vl/ Alin M I OOT 10 OOtcO_ Yp.Y OOUECOIa M-04 i FMC OF C1 I R X14&%A'f1 11[►r•/ftm MIrN Of Z W '3
aw18•Axo.wlu11 11ra11wTx 11111auo 01 rllta.11181w rauTT11N r1r.A�rAo�o.rllti+a110 11NrAn+TrR aoTTw aaeo• ,N 9C.LL ., CSFs Tim. .
snw UMN rot 01"=18 UL Aui11•woA.F.111810,OTMUNN, 401N•r1N00�•ATrA9010 MU CULT00--rcr 1-
=WON aF s 3
11aAr111ri rvAFri TeAar11 F1lorrsaWl.11r wa s T 1.M V41WU rl. APM Ta0a110Y.WOU!V�uMsl F111r rNraAf % - r 7 TOT.L0. =4?.0 •PSF A LEN. 5-8-0
>f11u (N am oimm onto is Tlx w m11 w awmio,wr dug"4001 mu11N.o11aaw a carr M A" 's, oAs 1 QUR FAC. •1 .39•
T w 0a.r AAs wT K wa AOT N1aN wr. T Crlor cowNew W r••` [SPACING see above OKN
r--.n-.Tr90_r.n-Imn
7= - 4 T M P P T
TOP CNORO 2X4 SP /2 N PROVIDE UPLIFT CONNECTIONS A7 BEARINGS AS INDIYATEO. 1991
SOT CHORD 2x4 S= /2 H UPLIFT LS . 120 PLF
WE85 2x4 SP /3 TRUSSTDESITGNED FOR tOCOMPHH IND l5Q0 FT MEAN HEIGHT
WITH DEAD LOAD OF 6.00 PSF OPS AND 5.00 PSF IBOTTW .
A RIO1D CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED OR FULLY OPEN BUIL ING.
MUS7 BE PROPERLY ATTACHED TO THE BOT70H CHORD. --^--- ------------------------^-------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFT/HANGEA REQUIREMENTS
THIS GABLE END WILL SUPPORT UP TO i'0' OVERHANG ALONG THE TOPMuorsVlly-(-)_Uplift__^�_--N- N_--N-
CHORD. REFER 10 DRAWING GE-001. GE-002. OR 876,719 FOR STUD -------
VERTICALS AND BRACING DETAILS. GABLE ENO HAS BEEN DESIGNED TO Maa UPLIFT im a+cr HANGER MMIC
1"'45FEA ALL HORIZONTAL WINO LOADS INTO THE ROOF ANO CEMNG H5 ■ -45M(Jacks OnIY) HUS26 ■ + 27419 -12M 10d tply)
DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE MYS12 ■ -10000 HUS26 ■ + 33151 -1'550/ 16d 1p1Y!
RESPCNSIBILIIY OF THE BUILDING DESIONF.R, THIS TRUSS WILL ALSO MT1112 ■ -21100,1122 Each� HHU�S448 ■ 4 42991 -16601 10 2P
SUPPORT 2'0' TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. 1477288 -37861E Eacb) ItOdl MUS45 - + St809 -2000/ d 201Y
PTY268 ■ -44051(2 EacJ�nu17 !!6 NGUS48 ■ + 68401 -21989 104 201Y
THE BUILDING DESIGNER IS RESPONSIBLE FOA THE GABLE SHEAR WALL MST80 -45681 Psr ly) HOUS46 ■ f 60000 -266500 tdd 2ply
DESIGN. CEILING ANO ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND CS150 -16601 FAC HGUSS.S■ 41133_59_-39440 16d 3ply
ALL TRUSS TO WALL CONNECTIONS. - -
FDR GABLE STUD VERTICALS, UTILE#'S OTHERWISE NOTED: REFERENCE HOLMES LUMBFA DETAIL-SHEET FOR UPLIFT/HANGER DETAILS
FOR VERTICALS LESS THAN 4'0 : 1.5X3 ALPINE, 13 1100DL.00. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED.
FOR VERTICALS GREATER THAN 4'0': 2X4 ALPINE, 23 WOODLOC.
'T
12
F w
2 3
rl
8,
1.4" 5B" 1'4"
R=129 Of MY5'8"
TA 743 V 17
Cg 2
P yVP - P N DESIGN CR T-7P T T ■� A 4
"um ow%mNANo '�°�"'. nc. "Am NEouure Anne N"m 02/06/97 Tc LL 30.0 PSF REf
IMPORTANT**109"faT aN NeaP�,N:Nuc ra AW WARNING u+ YAYOLTMq eNNeroaM Aro
OFn0iNM PNOM Inks NO""CA TAIM SPOWMAT94K CA AMM WCU4.ORI 0I4-61 W T17. W D"ftSM ,, �rtuut 1a NMUD TAI TOM w OOWWM&Cf W84 ssTNN N T►t. PNN MtTMft NN�TA►PRNMAA�MT NMACar AR � ITC DL 7.0 PSF DATE 02/06/97
\\ AtrtMR CpMtCTOPN AIMI M}IOR CF 70Lf WAS. {tNEt MRE1IYi aNTM wuNMRArn.1NI RNN oouxzu woreaTNa TOM :' BC OL 10.0 PSF QAWGit
\\\\\Vy u0 ON A"WA As Not".A/PA1 C"OuTm 10 t10M pmx or cma go".&Ls"RuLr•WCIO lain pmm - /�
U �Yw".uOtN•ooaulW.soN4NOD�r Tiva•aEstaM, wNlrwM tr.UTAcI�o./i{Y4aOC•liiAs�sM. wTTw OHM � BC.LL 0 .PS� J�
sommw om ommu orm•Aso N wok..wAm sroofnNl, lr RNNPRl1►r`,pTAOOA 7J3WGO�TYO r•Nw[
CNMNOIM.WATO\tal"powtumwor wt TAI.m ANrTlw'f Aii21R•TaGM1TC&AvoUR w om /OR PON" stalt!OF' OT.LD 47;0 �P$F 0 A I.EN. rJ-$-0
MRM.NN TON Cr : AMt! q"r CCWQWV NN►WM MNK dwLL-YMdCATfNY.ii/WIOM A CWO/TNtO � OnSO �:
TAti r w a TrMns aM %, Q,.�. OUR.FAC. 1 .33
_ .__ ._._._..-- -- __. ..._._.. _.._..__..._..._.___ ACTNG 24.0" sYOF A8L
i
7 T Z-104 " N P P H 1 F
TOP CHOAD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 98C)
BOf CHORD 2x4 SP 12 N UPLIFT ¢8): 200 200
WEBS 2x4 SP 13 BRG.LOC {{FFT)• 0.00 5.37
TRUSS DESIGNED FOR J00 MPH NINO J5,00 FT MEAN NEIGHI.
WI'TN DEAD LOAD OF 6.00 PSF ITOPI AND 5.00.PSF (BOTTOM).
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSEO OR FULLY OPEN BUILDING.
------------——-----------------------------------
1A ALGID CEILING OA CONTINUOUS LATERAL BRACING Al 24' O.C. TYPICAL SIMPSQN GA EQUAL UPLIFT/HANGER REOUTAEMENT8
MUST BE PROPERLY ATTACHEO TO THE BOTTOM CHORD. (0-Gravity (-1•Upllft
u+iW U121.1FT *W11 *** HANGER 91111
456I(Jecks Only) HUS26 - + 27519 -12869 '06 Iply
MTS12 - -1000! HUS26 - 4 33151 -15500 16d 1ply
MTS12 -20001 2 Est:h) NHUS40 - + 42991 -16504 10d 201y
HTT28B -37861 EE+eh) (10d) MM48 - + '5180# -20001 16d 2p ly
MTT266 w -44561 2 EAC (160HGUS48 - + 6640! -21990 LOd 2Dly
WST60 - -46880 Per ply) HGUS48 - + 60001 -26901 16d 201Y
C3150 - -16509 Elth HGUSS.5- +1J3350 -394'59 /6d 3ply
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
2'10" 2'10'
W 5 �
2
4L8'
1.4"
Rv-3659 U-2009 W-3"8 Rv-3651# U-2001 W-3"8
PL9 -TY �- DESIGNCRIT-TPIT - REV. A 09
wls EMINOIGO PEoOuas _"`' rPtasEE EEOUt110 02/06/97 Tc LL 30.0 PSF REF
ei
HUOWIrM711A04XWARMING sw w,eM. d1jKs C .W /, ,, TC OL 7.0 PSF OATS 02/06/97
OEYtA7Iti1 FROM THtA OifIOM 011 IrAc VECIFtGTurt1, oA IYY EPACIIW.�!MI�•YI/II T12.EQ rxn COZEN �\ /�FAXUM M�tLA 1K TMW III�/6111n 0 W1H OTU 00/t/l. pM MMUW"WW"/090111:Due"TIEwslli mlxoaTooW Rat waE of eou.wr. uEE�ICErIEE mal waeolExrE.wnE oTNllluas uou.Tm uo ' BC DL 10.0 PSF RW
Axa a 0 COMM AS NM.•tsMly OOIA"1000 To•EACWfAW Or 00a•wdsL K LANKA Y NUM ILII NOpW
TRM Aro WAWsO. 14muc AAIOB40""AW14,00GM PEulum sr.+LTAGIMPMNOW 10"W" EA/up IWW _ •'.eGO : . SC LL _ . 0:0•pgF 1140
i
KCIM Pa 09ASOM M $W*466". 468M{TAIAIAIIOa •1tsW Pll�glpr l►rsAFlrin■TETE TAPtai.-•EA[ 11,AYS� '.:
4WIWANLRAEt[P11E M016 v Mal E»r. Aa CMDU.•r afts WojWM WWg aitM An«loin 0T. 47. PSF OfALEId. 5-8-0
ar W"Wim"onus N Tai 041a010!NT Noteae a01[ OSTIr�L ArrASOATIDI. P1wtEN A terY s 1111 �% DAQn •o•;A"I eftL Wt AN Tru/1mv. pm % .•. GUR.FAC. 1.33
- __ .__........... .._... _. _..__1111..... .. �•..,.......•�` SPACING 24.0" ITYPF COMN
r
jl2b• ] LOT-2-104 T ' MONO T P F M A F
TOP CIr0R0 2x
4 SP 92 N PRO; OE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, (tool SBC)
HO
BOT CRD 2x6 SP 12 N UPLIFT 1LBl: 200 240
wEBS 2x4 SP !3 BRG.LOC tFl 0.00 3.75
TRUSS DESIONEO FOR 300 MPH WINO 115.00 FI MEAN HEIGHT
WITH DEAD LOAD OF 6.00 PSF (TOP) AND 5.00 PSF (BOITOO .
OEFLECfION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
MUST BE PROPERLY ATTACHED TO THE 80710M CHORD. I+1-Gravity I-1-Uptxlt
SPECIAL LOADS NAM UPLIFT *Me a** HANGER N**
-------------------------------------------------- H5 - -45511Jacks Only} RUS26 - 4 27519 -32861 30d to
TC - Fron 74 PLF at 0.00 to 74 PLF at 4.00 MYS12 - -10001 MUS26 - + 33156 -15'501 16d Iply
BC - From 20 PLf at 0.00 to 20 PLF at 4.00 14TS12 - -20001(2 Est' HHUS48 - a 42990 -1660/1100 201V
BC - 699 LB Concentrated Load at 2.00 MT►28B -37664 Each !10(11 HMM48 - + 51800 -20000 16d 2ply
MT728B - -4455#f2 Ea lad HOUS48 - + 66401 -21990 100 2ply
NS700 - -46501 PE.GITfply' NSM48 - + 60001 -26501 164 2ply
HGU65.5- +1133.94 39451 l6d 3ply
REFERENCE HOLMES LUNGER DETAIL SHEET FOR UPLIFT/NANGER DETAILS
PROVIDE HANGER AT RIGHT ENO OF TRUSS FOR 493.22 LBS.
12
5 C;;;-
cu
;;;-N N
AI)
T e,
4•
2' 2'
69 r 1.5x3
Rv-580! Uiw2068 W-3'8 R-4950 U-240f
iTG
PAT �TYAO-ALPINg DEMN CRIT—TPI. OTY = I TOTAL V. 7 K#lMP9 9
' A►rINE eLsaneAm sAEautTs� arc. TAIAEfO sEsuur pTAE1K CAAa O2I�sIg7 TC LL 30.0 PSF
BE
n .VW=ORTAI�tTilll A 1 AaT u VICAT1 1% rM Aw MRN SK S- rOV V1. arZCTadw Aw0 �►�Tr ► �, TC DL 7.0 PSF DATE 02/06/97
1 t a�+aATmr rww wxf acaia as Type areesrccarla�a► en iwr a�reva.sta UIS-41 w vL sa arts wear �� . r
MUM Ta waw we TAO Ir Casowree MIN MW ar M, IW AomtuTw ZPMA►NAUUM Mum m Jv9 1�,�
O� AL►a►c aAwECTIw Au wmc n Iasn SALT. atssL IaeT�A wiM aAusErEwa.uasAs uTNn,wsu{MiCATEA Tar •` _ 8C DL 0.0 PSF ORWG
1049 M a LMCE/T•Y WTM AMY COISUMN TO[AW FNX OF 048149 MILL M LATALAILT•OIIACAo mm MA@Iy 0 .Q•��Ft J
TAM-AMAALAIO.OaHO�THc Uwjw Om jm AEAION rasaTTM• L]f�ATTNMe4 rtrIY006 TiffATMSM` AOLTar-arae. w'J6W = LL. :. oc
adrrerar/w ORW=M TSL 90 a U"-+..s GM aIMUMO MLW ONAMT•AfIM EO AM=Caum--a+oE 491E•0/ - T .l.LD. ��:0 PSR A L'EN: 4=0-0
Caliph wArrL gm"Powin aia or•!ale a TwT.APA91ACEi'a Aw"mumearm J/"A WI/ef7 Ie 11A0%M %' �
T/AL w ANa aumm ARip"TAc cmwVxw AarLoln Nuc aOAr}LtA0ltflCATar. Pimp4m A Caw air Twa %. R1 1 0UR.FAC. 1.33 '
' w•-*•,-�•� n.rnn«ta_._DoE,sssl,wearu,o�••• •t�••mr_ ��''••. ��•��� SPACING • sae above NON
[7-03671 4 / TIG WS" COMN GE THIS OWd, PREPAR Em 1kPU1 ILOAOS 6 algaro"51NF
TOP (3" 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS Al BEARINGS AS INOICATEO. (991 SUM
807 CWA0 2x4 SP #2 N UPLIFT (LB). 120 PLF
KEGS 2x4 Sit i3 TRUSS DESIGNED FORRCONTINUOUS 1000 WH WIW N�Qp,, 115.00 FT NEAN HE16NT
I WITH DEAD LOAD OF 5.00 PSF (TOP) ANO 5.00 PSF (BOTTW4.
A AIGIO CEILING OR CONIINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING. _
NUST BE PROPERLY ATTACHED 70 THE BOTTOM CHORD, - TYPICAL SIMPSQN OR EOUAL UPLIFT/HANGER REDUIREMENTS -
THIS GABLE END WILL SUPPORT UP TO 1'0' OVERHANG ALONG THE TOP T4)-4revity (-)-Uplift
CH040. REFER TO DRAWING__CE-001, GE-002, OR 876.719 FOR STUD -------------------------------------.-
DETAILS. ----------------"m -----
vERTICAI.9 AND BRACING TTAILS. GABLE END HAS BEEN DESIGNED TO *KK UPLIFT KINE I N** HANGER M
TIM�SFER ALL HORIIONTAL WINO LGAOS INTO THE ROOF AND CEILING H5 455#(.lacks Only) 1 HUM 27511 -02861 10d 1p1Y
OIAPHRAGMS. CONNEC/IaN AND DESIGN OF THESE SYSTEMS ARE THE MTS 12 - -10000 MS26 ■ 3315! -1450/ 16d 1ply
AESPONSIBILTTY OF THE BUILDING DESIGNER. THIS TAM WILL ALSO NTS12 - -2000012 EaChl NHUS48 - • 42891 -16600 10d 2pIV
SUPOORT 2'0" TOP/BOT70M SPLIT ROOF LOAD ON ONE SIDE. HTT288 - -37661 Ee (IOdl NNUS40 - + 51800 -20001 15d 9 Y
MTT298 • -4455! 2 EacA)))))) (t6Q NGU148 - + 66400 -2199# Od 2p1Y
THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL MST60 -46881 or IV) NOW48 - + 8000# -MO 16d 201Y
OESIGN. CEILIT10 AND ROM SHEATHING OIAPHRAGM CONNECTION% AND CS150 - -1650# EaCtU ( NGUS5.9■_+113350 39451 16d 3ply
ALL TRUSS TO MALL CONNECTIONS. -- - -- ---- - - - -
REFERENCE HOLMES LUNGER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
FOR GABLE STUD VERTICALS. UNLESS OiHEFMISE NOTED:
FOA VEATICALS LESS IRAN 4'0': 1.5113 ALPINE, 13 KOODLOC. ALL PLATES ARE 1,5X3 EXCEPT AS NOTED.
FOR VERTICALS GREATER IRAN 4'0'. 2A4 ALPINE, 23 NOODLOC.
5'10'
3X4
12
v 5 C7-
2X4
2x4(Ail ri rl rl x4(Al)
T e'
---1'4" P111'B' !'4'--�
Rill Of W-11'8"
PAT. 7YP4= IDESION CAIT-TPI - I TGTAL - I AEV. 17.3u6 SCE : 9
710aurr3lCCo "'°°"��Pw'�uw• AF '",�'IN W3r4CWM 7fIN M CM02/46/97 Tc LL 30.0 PSP REF
GIMPORTANT*m 3➢M4L Not a ounwi Iwa NTNG dUNa uactwr 1w
(� u a4001131WT7o
I7N r Tro7 satltw 'vaevwrraa a 4w 7acl7a lac N1a.a1 w,10I.SU TICS oMtAr o1'1�111 'r•,
FAMM.10 wtlW M TBM IM C006044M 101311 WIN BY IN. PM Ji0i1IIWL SkCUL MWMI M CM N � �,; COL 7.0 PSF DAT 02/06/97
4001131W
UPI CUMM7 AM 141E IF 77M 60M. 11ail'NOCTUa OWN WJAM S.wale 7d1t Ug 11MITw tar a � 8C OL 10.0 PST: wG
Awa u K KXXPI N PUM APPLY CIN CTaw TO uw nu r 044 WWA K LAUX"V WON VM Mau -
O Nw LAPD w m ammuC aAC 0 IN TNIa U"o% 3w►IU7N aT.tl7A91p•P.T107m oulmaw arm emm • SrCb 9C LL 0.0 PAF JSE
CONANTwa 10an a mw sae, 177 a m&-r.MUM*="" U114 P mkv A„40"Slum auw-M4 STAtt OF t� T
dv 37 07.0. 47.0 PSf DIA LENT. 11-6-0
raw WIMP ICA7IX~4=W MN•Wt.-AN WA"I V 74.02!SII WWA'100411 Ul10W ow Aiaru
swL.aw T103t MWZ 4Mlftf 77 IN e3roo3r als,cs7o low e31auLL.3wc+,u...+.NbN.ow a ,«:. 0� v .FAC. ! .3
1 IY 013 IM 714E WT 0 RLTW NOM I10 IMM%W T9 UE:IA40 formi��,bs �►����,, SPACING 24.0" GA L
Jo - T - T r W r TA
F
k y C�Ipird 2x4 SP 82 N PROVIDE UPLIFT CONNECTIONS AT BEARJNGS AS INDICATED. {1991 SBCI
30' CHORD 2x4 SP 82 N 'UPLIFT {LB): 230 200 200
NFBS 2xs SP 12 N BAG.LOC ``Fitt• 0.00 1.00 7,00
TRUSS DESIGNED FOR LOO NPH MIND 15.00 FT KEAN HEIGHT
WITH OEAD LOAD OF 5.00 PSF (TOPI AND 5.00 PW (SOTTR ,
CCF%:eCT;ON CRITERIA IS L/380 LIVE AND L/2A0 TOTAL LOAD. ENCLOSED OA FULLY OPEN BUILDIfOG. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 4.50' END SONE FROM EDGE OF THE ROOF.
A nIGIO CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. -------------------------^`-----
AUST BE OROPMY ATTACHEO TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUTAEWENIS
(a)■Gravity_ (-1■UPII ft
-- --*Nx UPLIFT NVM� AMT* HANW Nall --------
H5 -4551(Jack1 2791a -t2m j 44d 101y
MrS12 - - , Oniyl MS26 ■ +10001 MUS26 ■ i 33150 -1550/116d 101
MIS12 ■ -2000/ 2 Each =18 • + 42920 -16600(JOd 2oly
MIT288
- -37861 2 Each 10d HHU548 • 51901 -2000![160 2ply
NT268 • -44550 2 980 uld� WGUS48 • + 5640! -2199P ed 201y
T80 -46881 Per DIY) NGU946 - + 80000 -2650, !6d 2ply)
CS150 -L6501 41schf HGUS5.5- +J13351 -39451 Sfid 3o1Y1
REFERENCE HOLWE5 LUMBER DETAIL SHEET FCR UPLIFT/HANGER DETAILS
pPROVtCE 3 1 f6d TOE-MAILS s ATTt TOP CHORD.
Hv►2238 U-200ONAMEQ RGv10E by)ITN u 1S00t#NAiLEO�TrOs1 CHORD.
T: i0'it'4
10 .
� 5
fi 1h
N
m
2x0(A!)
-LIE 12
•
�1.4- 7' -�
Rv-4660 U*23017 W-3.8
PAT YF7- P a N -T A • R V 7 K: 8 ALPtIa , • r"a�n"cauurtraicNc"ac08 05. 96 TC l.L 3D.0 PSF Ri(IMPORTANTN*DEMI t+oP u NEaPawltu PTM ANr ARNING tNNazis1EPECnaN m tevirtar PPaA TNls aaatalr OA TMC'[aP41Ct1tcAl10Nl, as Awr WPunla, lit Nla-Et ar a+T. L[E rllu allrawTC OL 7.Q PSF D /96
FatllJli T6 WILD UNE rNNSt IU EON►NNvt►rt UliN NaT�a at p7, /Oa AEDI1101ML II(CI.I ItP►WfNi WG1H0 AL J '�wwc amd"Taw.ac was a =41 w v.aorta.mix".NTN Ta,oun OWN*= uwcaTm TV 8C OL 1O•0 PSF OA4U all,ETICNWT V MDU. APPLY CM41114Pa T4 EACH IACE a/ CWM a►WL"t4U14LLr 9MC90 VITN PnaPEAISOM u0 W&MCTNEPYIat L0WttE0 ON TAta WaUK PTI UUN LV All&*=PUMaaa IKi 04JU. 46IMN CMfaa 680d 9C LL 0•0 PSFtTltalnraaa PIA 0MUMIS 1>tN. iN A 061.1, USM WAGUU VIM MPOU AITW U RAW WDAW --1[tlTA1E OP � TOT,I.O. 47.0 PSF DtodP"woftir's E mv"wtr or tat a WT. W ex"mYl'a "Do Tat WXAL V ult a/lfatt PDA PN u 'SOLaN TMT,twgrll APlttia w TPe ealr�oNtri t1ElLs1Eo Mta. aPmrltL MPi1CA1J01. PUNIM A"*W INTI , Q eDUA.F•AC. i.33tM alkY. Ali?lWCL ADl a! latl VIaM tM.lUl TKA M.V. OEEIEM>b ENECItaN CCN114tTan. �,�,,, ' ��■ SPACING 24.0"
rAGID
00 - V T N PRP H T7 Y T FR 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS 11wDICAlEO, H 991 SBG 2xe SP /2 N UPLIFT SL81: 200 200 200
2r4 SP 12 N BAG.LOC FT): 0.00 '5.00 • 5.00
TRUSS DESIGNED FOA 100 MPH WINO 15.00 FT MEAN HEIGHTWITH DEAD LOAD CF 5.00 P3F 170Pf AND 5.00 PSF 1801IMH CRITERIA 19 L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSEO OR FULLY OPEN BUILOING•. THIS IAUSS MAY NOT BE IOCAt£0WITHIN A 4.50' ENO ZONE FRO11 EDGE OF TmE ROOF.
EILING OR CONTINUOUS LATERAL BRACING Al 24" O.C. --------- _-_--_-___.-----__---_-.--
v.1SF BE PAOPERLV ATTACHED 70 THE 60170M CHORD. TYPICAL SIMPSON)A EQUAL
lP1iU0 HA1UGER REQUIREMENTS
-------------------
-__--_ - --^Orr HAKOER *01 -------
H5 • -45SI URCkS Only) { HUS26 • ► 275iA -12861 I LOd 1p1y
xTS12 • -10001 1 KM26 • + 33151 -16.501 16d Ipoly
MTS12 -20001 2 E MMUS48 + 42991 -16501 i0d i
MT1288 - -37860 2 Escn 'Sod} RHUS48 - + 61801 -2000# 16d 2ply
M71288 -4455119 Fath 1601 MUS - + 66409 -21690 10d 2p1y1
MS760 -4888/ Per ?ply) NSUS48 + 80001 -26701 160 201y
CS150 - -16500_achl HGUS6.5■ +St3351 -3_9451 1 t6d 3Ply)
REFERENCE HOES LUMBER OElA1L SHEET FOA UPLIFTJHANGER DETAILS
PROVIDE ( 22 1 1166dd 1GE-RAILSS AT TOP CHORD.
Hv■1$0# U-2000NAILE0 PA0111%V1 58TH U-2j8VNjJtJf 80TTOM CMQAO.
10'1"4
in
^ fU
12
� 5 p •
N fU
tV
2x4(A I-) '
• 12
1'4' 3'
Avm368I U=200! W-3`8
E
84 4
pAf .—A - H D GN 'CA -TP A TOTAL 4 REV. 7 A :el
' MAW aw"r m maucs& vweu uouioe uvm eAie 08/05/96 TC LL 30.0 PSF REF
*IMPORTANT Kit mmLL mioe wpowas mm,Aw' 4ARNING to rnauwr, Metzor Aw
`����t� TC OL 7.0 PSF ATE 08/05/95
mYI m I►twit s s rImm w uw ma%of101r, u+ua m A r,ece tuna w ml. «e two arocw� 'r�,
V�w\V RATLWB 10 OYILO tli 7Pt><0 7M CrllCwLLrCE KpH C9tY lY VI. rbA 1�06tfiCNN,fPCtftl PfAM4�M1 WL7Nr R ; v F ��
O� "m earwelau AN MAU a aaw oa.f, oteet men"Aum dulfam m.w""411141mat murAllm ta► - 8C OL 10.0 PSF RW
O Atha M e!>t"T AS NOTeO.ANI.1 COMMICq TO CWX rice Or CIO%SM"K U140 it IAMB NZIN Pro rA
Imus Am wAAm ormwK Lmtw W bas aatoM /t7 vuw If A7uaw/nom seAbawR aottlr Clow !kW SC LL 0-0 PS BEG
eeweel m fm auuw""% ma 9 U"-F.0e11"supe"m IMIN 000100 AT1ACku TMIS MUMS•-uc rTAtE OF TOt.LO. 47.0 PSF 0 A LEN.
eow.lAM wA.rucAur rrftstoAs v►or a tsi.Ar usua.•o AvfAs 1tcr+leAt urau aivau tea rno�rA % t;
itlt w vwis o lr ArwLUEs m tm c000 i ae arw MfA! arOAu AAgtCA/1031. ruwa»A ter.ar tea % OAt d OIIR.FAC. 1 .33
// w r Awa onw�rol K teo uvor to Awa owa tar. an u me r rlCllor wf �.,+ •�•t.o
• • SPACING 24.0' JACK
+ rDEFLECYJON
'V TH W R F M TT Y T Its
O 2x4 SP 02 M PROVIDE UPLIFT CONNEC1lON5 AT 8EAAINGS AS LVOICATEO, 199! SBC►
S n� SP �2 N lWt1FI (L8)): Z00 200 200
6AG.LOC (FT): 0.00 3.00 3.00
TRUSS DESIGNED FOR 100 MPH MIND 15.00 F1 MEAN HEIGHT
)PITH OEAD LOAD OF 5.00 PSF (TOP) AND 3.00 PSF 1801TOM).
CRITERIA 18 L/360 LIVE ANO L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEM BUILDING.
EILlN6 OR CONTINUOUS LATERAL 8AAG111G AT 24' O.C. 1vAICAL SiMP50N OR EQUAL UPLIFT/HANGER AEOutREKENIS
HUS' BE PROPERLY ATTACHED TO THE 601TON CHOAO. (+)`Gravity (-)-URll1t
_------------____•_-_ ---«_--_--_-_ - -----------------------
xxr UPLIFT 2xw r*x HANOEA *WN
4950(80 .Jacks Only) MUS26 : ± 27511 12880 Lod 1p1 y)
" Mi5i2 ` -10000 HUS26 ` + 33151 -15500 LSd iplyll
MTSi2 -20000 EaC HHUSAS ` + 4299/ -18800 LOd 201y
ATT288 " -378 2 Each 10d HHUS40 - + 51801 -20001 16d 2ply)
J{TT288 - -44550 2 ESC 16d� HGUS40 - + 66400 -2189/ led 201Yrr
MSTSO - -46881 Par 291y) HGUS48 - 4 8000/ -2650/ led 291 y!
CSi50 - -16500 un) NGUS5.5- +1!3380 -39-05/ 160 3ply
- LU
-- --
-- ----------------------_•_------------_-_--------���_-
REFEREWE HOLMES HBER OETAU SHEET FOR UPLI'FT/HANBEA DETAILS
PROVIDE 1 2 )) 160 TOE-RAILS AT TOP CHORD.
Rv-681 U-2000NA1LE0 PROVIDE l 2 ) 16d TOE-NAILS AT BOTTOH CHORD,
9'3"4
0
n 5 12
2X41A
N .
..
v 8'
�3
32
I 1'4" 3' -
RV-290# U■200# W-3"8 Av-230 U-200#NAILED
T.1 TYP9-A R � S 1 Y • TOTAL*-- A Y BQ 4
cwki"m TMuuts's�ol►we a+4cwe Cwr 08/05/96 — TC LL 30.0 PSF AEF
111 MPOATANT**SWA"tnT a mmuutc.aR AAa ARMING >w x+tdcut2, 1PecrLaw Aw `„t111
A 1_\ "Vl,%110N FPWI WN U6t6N Olt TIMI V1CWjCI1T0W& a AWMAU*. Ut Iuwi w Tot.SU 1w1 us1w �� Ug '►�., TC OL 7.0 PSF QATE 08/05/96
\\`1V�11Y\I f UAWW TO AURD 1iC TIM IN COMOOK"CO 1811M 4214 8V TPI. RK AGU110"WKith!ftMUPK 1 1NtC?NO PO
O NPW U"CIM ARE NAU 0r ABU w►v. Weer 001t:ARM 44WM12i MIU 6WANUt UAT"WL Tv = SC OL 10.0 PSF RWG
1"0 a I UC9W M Aorta.APKY CGW4CTUI 90 C"W FMCC IT OWC OWL u LAAUUUV POAC NtTN PWC4
TOM AN WLM 01or1a t.WAT4 sM TAU MUM 0"ItMN WMAU=PIVWW 2Nwww oottax Dim � sa0o BC LL 0- PSF BEG
CmW"m+c■2wrtw0 US. m 2 um-r. O12"%luau" am Fswmv utsett0 slsto OWN •-sa MATE or T01 .L . 47.0 PSF 0 A LEN.
easaw ww ECA&A 00009"" w No a TFt. w es
gmud •s ALOW NPOKM LMTC 171,M11r4s wroPcs �:
srAL av MIs asu.►Ao AFN lia a 1 r aoNFOacw dorurto/Wet oolwat A11%==EON Fluwtsll t O2Fv er UM oai,y�Q OUp.FAC. If 3
t tw e►ti. v+o'Aau►FO/OL NRIteO YPON IN aNT Ott411 tIAT. um T lilt TAOl2 14CT OR CONMACTON, L,,�`I ,����� $PACING 24.0- JACK
a - 2-68 J
i01' RUSS WR,
MCAD 2x4 SP t2 N V PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 1991 S8C) M T1 Y T
CST CH 2x1 SP 03 N UPLIFT Ile}: 240 200 3090
WESS BAO.LOC (FT): 0.00 9.90 9.90 9.90
TRUSS DESIGNED FOR 100 WH WINO 15.00 FT MEAN �1GHT
N17H DEAD LOAD OF 8.00 PSF (TOP AND 5.00 PSF (eOMMI .
DEFLEC710H CAIIERIA 19 L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSEO OR FULLY OPEN BUILDING.
Ti.IS HIPJACK 1S DESIGNED TO SUPPORT A CORN):R SEI 07TH 07-00-00 TYPICAL SIMPSON OR IOUAL.UFLIFI/HANGEA REGUIREMENTS
SE"SACK. CORNER .JACKS HAVE NO WEBS. 14)-Gravlty 1-1■Uplift
A 11610 CEILING OR CONTINUOUS LATERAL BRACING Al 24" O.C. xx1 UPLIFT JINX xx1 HANGER NrN
MUST BE PAOPERLY ATTACHED TO THE BOTTOM CHOPO. H5 . -455/(Jacks Onl 1 HUS26 - r 27511 -1286/ 106 1p]Y1
MTS12 - -10008 HUS26 - 4 33151 -15501 16d 1ply
MTS12 -20001(2 Each MMS48 - + 42991 -18609 10d 2ply
14TT268 -37881r2 Each (IOd11 HRUS40 • + 51600 -20001 154 2ply
M17286 ■ -4455042 EaCh 166 MGU948 - 186400 -21990 100 20 IV
MST60 - -46881(Per 20y) HGUS48 - + 80001 -26501 16d 201y1
C3150 16500(Esch) NGUS5.5• +11335! -39450 16d 3ply)
RE---------------------------------------------------------------
FERENCE HOLMES LUWWR OEIAIL SHEET FOR UPLIFTMANGEA DETAILS
PROVIDE ( 3 1) 16d lOE-NAILS AT TOP CHORD.
PROVIDE ( 3 16d TOE-NAILS AT BOTTOM CHORD.
Av-2830 U-30900NAILE0 Av-469# U-200/NAILED
!0'l 1"7
, a
to
3.54 p 9'8"2
m
X4
111
m
2x4(A 1)
f2
1110110 9'10'13 - -�
Av-35281 U-24011 N-4'15
Pi17,aTVPG- P G ' T-TP T R Y 7 A - G4
Awot 04um 044 rocalcm IMC. tIY1a11 AEaulal�aTO[ua CAM 08/05/96 TC LL 30.0 PSF REF
` n *IMPORTANTM*&wLL mi u� ma=res err OARNING w varum. mama aw �„II
[\ UVIOUN ATOM ant 4118189 W TKK VCCtrlCAIj6K Da AN &W310.OCL MtO-!t Ir 1101. lu Ims Otamw .•�`yq ''�,, TC OL 7.0 P5F bATE W/O%
Mum 10 110AD lit T41A0 1N twcmINtL 1119m OST"aw Sri. IV*A001110 AL sped"11914lumm I w1m 4C r� A
AL03M COMCICM S AMC SAW W lROA OALV.119LL NttTIU AON WMML".Wtt11 0110M1Ot IwOFWRA TOA -� BCi OL 10.0 PSF Ab!
\\\\\v\\{ AN4 04 1 L IC01 AO NOTCO. AMv 90OWIOW TO LACK FACE 4r CWW 610"M UTIRMA.t WA"O MITM MwNI ,
NO ANO 4 WAM oTKPM11L LOCUM w THIS ICOT.SIA POOITIN aV A1111D O P JMW WUNDA O0t1011"M = 'N b00 = 9C LL 0.0 pSF BEG
coutma41000 wmim m 111 1 14aA4. cnmw aAlauw YIto P81N1N.Y AITACIta RMo Ct%LV*--ata iTAI� OF = Lsp
OT.LO. 47.0 PSF A LEN.
00MFoaK WAPALLCAati PP01y11aM/v I"1 1101.Aw 44U411a•1 ".Fm 1OCMMTm~a mo�utu la ow". ; as 7
SCAL w•TMIs 4PArtw.AA10LJR1 TO AW 41WORMI K01090 W t 66011 7FPl1CA M.AUUIIAM A 11vr v ant i Q Uq.i'AC. 1 .'33
A W Ow4 AM-SMALL rM#Sa 13110 OAOM IM AMT on"MAT 0!8108 T 1 t a low raft. ,A►, ``` ACING see above JACK
P
it
• - T 4 J 4' THIS OWG. P FAOM COMPUTER NPTA N M T7 1A MFR
►OP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS iNOICATEO. 11991 Sac)
801 CHORD 2x4 SP f2 N UPLIFT (L6I: 200 200 200
I(E65 2x4 SP #2 N BRG.LOC T): 0.00 4.00 4.00
TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN MIGHT,
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/350 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
--------------------------------------------------------------
A RIGIO CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
MUST BE PROPERLY ATTACHED TO THE 60TTOM CHORD. 1+)-Gravity (-)-uplift
Vil* UPLIFT 11** **r HANGEA r1►11
H5 4551(Jaak3 Only) HUS26 - 4 2751# -1286#(i0d 1ply)
MTS12 -10001 HUS26 - + 33150 -1560916d 1p
1y1
11T512 -20001 2 Esch HHU848 - + 4299# -1660/ 10d 2oly)
NT7288 -37661 2 FaCh lOd11 HHU948 + 51801 -20001 16d 2ply
NT7288 -4455# 2 Each 116d) MBUS48 - + 66401 -2199f 10d 2A)v
MS160 - -4688+ Per 2piy) HGUS48 - s 800of -26504 16d 2ply
C5150 -1650#(Each) I HGUS5.5- #11335# 3945# 16d 3ply
REFERENCE HOL14ES LUMBER DETAIL SHEET FOR UPLIFT/HAMER DETAILS
PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD.
RV-lli# Uw2000NAILED PROVIDE l 2 ) 164 TOE-NAILS AT 80110N CHORD.
9'B'4
12 .,
6 6 D o
N N
T42 B,
�■----1.4• 4'
Rv-3270 U-2000 W-3"8 Rv-37# Uw2004NA1LEO
Tllj wTYR-ALPINE D IGk CRIT-TPI OTV 4 TOTAL - 4 REV. 7 SAE - . 1
kPut awifuufao oAAArtTa� ar:. aTwus aoouufaE axmor uac O2�QsI97 TC LL30.O PSFLA
*IMPOR7hNTM)E lruL NOT u aemwsut rat Aw AANING us uA�iacu+a aEcrlaK AM ..u,
A� oEu:Ana+raa+TMc!Dour of T�eec vcctrIuTww, aw w+r {q�C71S.>t0E IQtr91 fY TPI_iQ T14>f OEfIiM .�`' , ''� ' TC OL 7.O PSF02/06/97
n \�'r``�N- rAnuae m wau uc Tars>x ea►�►awu>+c!ren+aTa!w Wt. cart Aao/naNA�.WciH.rEww►a1 wclw
\\\j_I �nTc c�oaccron we woc or An o+ir. sxuTUu asir sunururnr.ur�ca owrrurzs4 uouuEa �oP - COL O.O PSFa e.acon u"am rftv400iwTm To R#a Fwa w: D+m SIi vec•L-•Lumu SWlo•Mris Is-i 1.-40-0 =ST1 MUX%ASATO o)'ftn*KSVW_-PC=lZ4N' 0-ATlWj4W ftVkQW ai1TY6%a WTTW 6w¢ �.3. �, ..gC-LL ;�pmuz"4".wp !174 AMA WA-P.mum 1TAIWrri Dint�r01�rv1T7yTflip'IQIJO�IfdM/•--:YLE �YTE%:'crlsaw wiraxrc "mav"tw-w-wA.102.-Am wasas..s ' 47;A N: 11 .
WAL ay TWi 0"NU ./ 150 **MJF VETPWAMA=1�• NY111L-oftwILfT�It .
IN oNi aw a wr o OUR•.FAC.'"� .
•... ..•• a=Arvora Pe n■ Fiv6iti )A .K
•
FOEFLECTION
T - 4 N A P P R N 1 NP 1 A H N T [ 11F 2X4 SP 42 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 2x4 SSP #2 N WLIFT (LB): 200 200 200
BRG.LOC (FT) 0.00 2.00 2.00
TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT BEAN HEIGHT,
WITH DEAD LOAD OF '5.00 PSF (TOPS ANO 5.00 PSF (BOTTOM) ,
CA17ERIA IS L/350 LIVE ANO L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. _AIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/MANGER REQUIREMENTS
MUS[ BE PROPERLY ATTACHED TO 711E BOTTOM CHORD. li)■Gi`avlly (-)-Uplift
*INN PLIFT iFM�[ NNN HANGER 1F*10
H6 -4554(4801 Only) MM26 - + 2751* -1266# 100 1ply)
HYS12 -10004 MS26 - + 3315* -1550M 160 1ply
MTS 12 - -20001(2 Each) HHUS48 - + 42999 -16600 104 201y�
NTT28B -3786012 Each (10d) HHUS48 ■ + 51600 -20001(16d 2ply)
MT1288 -44550(2 Each) (16d) HGUS48 ■ • 66401 -21991(10d 201v
MST60 :4688# Per 2ply) HMA40 - • 80001 -265011116d 201v
05150 - 1650*(Each) HGUS5.5- 4113351 39454 16d 301y
iiFEREM-CE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/MANGER DETAILS
PROVIDE 2 1 16d TOE-NAILS AT TOP CHORD.
PROVIDE 2 ) 16d TOE-NAILS AT BOTTOM CHORD.
8'10"4
12
_T_ W (Al)
a e'
Rv-264# U-200# N-3'S Rv■131 U-2000MAILED
Rv■14# U-200#NAILED
P T.-TYP--A P E DESIGN CRIT-TPI pTY TA R V 7.3 FF
E � 64
{ iIIMPORTANTU1(E("X'O eIEEOM"30�PlEN�' ARNING IwT�T 0 ffigm Imo -N& 02/06/97 C LL .30.0 PSF
`'11118 TC OL 7,0 PSF02/0$/97
\V w FAVIM Plum THAN MUM 4A MU IPaueurrOA. •GO wv WCIW.ffE NAi�W WI. ur�+Is oes�a .%S�y ''�..
p pauim To wIu wt TNrs IN 901WW AOM N12H-Ew w wI. 014-A snow WMAL•POarwr OWIM RE '
uPe+c aauasraw a+c war EPl soy►Euv_ sTEra�scTlra mm EurrFxr+4,vacu ETEEwuw EraEG,4a TaP COL 1 O.O PSFuu 00 8-"C n"-knm..APloi►r'cerrEowas To rue FWA a: 0100E 4�4 EE UUA"V MWO Orem POWERcr.rTUONao nav000ANEAWN& %WON gum ' !r.LLVArt iar ' ^ OT':LD. x+�.-•v'PSP .
ooeaPlEOm wuw.raEu PleedeiEror07o►NOati on, Aw0►ruarr ruewE<rkcwuow care n�Eicm►eEw wwa• r':
w Tmlw aEal*a u.4rn•� oOrrEeoeT ae►7aEo eEtiE Earwu APl~.eR*W..cwrw":m.xa wys `. : Q)li �
w r roe a wi w Dew weT. N a 0Nu �,,.. .�`• OUfi:FAC. 3
.. 40arfN1 2A.Q vvov JACK
e
' 7 60T 4 J 4' HIPJACK THIS ONG.HIPP A P T q T H M Y wn.
TOP CHORD 2x4 SP 92 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICA& 11991 SBC)
BOT CHORD 2x4 SP 12 H UPLIFT (LB): 200 200 200
WEBS 2x4 SP i2 N BRG.LOC F11: 0.00 5.66 5.66
TRUSS DESIGNED FDR 100 MPH WINO 15.00 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.00 PSF ITOPI AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LAAO. ENCLOSED OR FULLY OPEN BUILDING.
----------- --------------------------------
THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 04-00-00 TYPICAL SIMPSON OR EQUAL UPLIFT/HAi1GER REQUIREMENTS
SETBACK. CORNER JACKS HAVE NO WEBS. (+)-Gravity (-)-Uplift
--------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. Nil* UPLIFT *** **x HANGER ***
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4551(Jacks Only) MM26 - + 27510 -12660(10d 10 V1
-
MTS12 - -10004 HUS26 3315/ -15500 16d 1ply
14TS12 - -20000(2 Each) NHUS48 - 4 42991 -16600116d
10d 2p)Y
NTT28B - -3786012 Each (10d}1 MMS48 - 4 51800 -20001 2ply)
MT1288 - -4456112 Each) 116d HGUS48 - 4 66400 -219901f0d 2DlV
KS760 - -46880 ftr 20Y) HOUS48 - + 6000# -26B00116d 2plV)
CS150 16500 ftch) I HGUS5.5- +113350 -39450116d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
PROVIDE l 3 ) t6d TOE-NAILS AT TOP CHORD.
PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD.
Rv-t71/ U-2000NAILE0
9'8-7
12
3.54
0 0
N
N
T 2
Rv-1230 0-2000 W-4'15 Rv-554 U-200MAILEO
XLT -TYP1-A PTN DESIGN CRIT-TRAT. - 1 TA - .1 A V. 17 u Sr94
KrrsE ePaTPaaoo Pmorrn Iwc. 7 aEsuwe aITYEx['CPaE 02/ 6/97 C LL .30.O PSF AEF
K IMPORTANT*K.wuL'woT w PEMOOmULL Far Awr -ARNING IN ioxL-w, ENgCTIor AIA7 ,+++►r /
A \ tJlvwur saaN Rus acerw on nese OecIFOuTIaa, a a1w 6"IM.KC xIa sr 0'1 711. ale IN= AEmIW TC OL 7.O PSF GATE 02/06/97
FUUMN TO RX"W9 71M=10 Cpf.M"I WIN OTU In T►I. F60 AW1316MOL SPECIIiL PDNANENr•Mi1CI1N P6• �� 4i .
KPIK olarcrar Am w m w uw NLV.STEEL NWZN-astir uuf7 mm. Lmom oTwwm Xwwx lm•Toa• BC DL 10.0 PSF W6
-"M 0 S e1�NT 22 MGM.AFPI.1!dWMWlaii 704M r Fest or. aloft W&A."1.�IWQUV wk aC iffTl�.hFf�Eo• •••3.: ;, .•�9 -.
•rPEAs Aw V4 Morsm-9(aw11s w7ww TMf{w-NMTLW--ar.71�q d7 FI�wIOFe++INUA�iI iS7cQM.araio� ; C.W.. _412. :•.
000g0sIM PW 0"IN."I=-W-a#GM OEM-OSA-UMI• nlTaf�,lMsiHANa rg4ly MtF.$!t--ref :: + .ZZ,:. •.,. .
aar+fBYu•wwFiltA4rr•iPlrlliPoir di=FoO'a7•t:..r.owrtnn .irs�r A�IPw.wvrr=rrfprou•:Fo�P•Fg�uurPt. �.
7fAl ow TMIs awuNp 1aRyLS.7A•wPs�lloPRaWa:fLi+CtalsPe aElaw{f•.IRM.1l�P�T. pw•s�td+l�lw►•p!F•'0!c- •' V.`�. .+ .: _. .• . .
Iw low ►L Ma r. To• e c '. F>�.� Dt1R'.PAC. .
U-4011 mm"I IMTxmr- Ka Ills,NATION �nw 9 M12 Ca"TftjCtW# '•�, ,..�� SPACIt see blrove 1Yi�E JACK
fVl ...t- Mme/- . r _
X11 ., '.�"_ -- _
1 {
EL
1 _ -
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877
PERMIIT INFORAAATIt)N LOCATION`:INFORMATION
Permit Number: 18035 Address: 1481 JASMINE STREET
Permit Type: STORAGE SHED ATLANTIC BEACH, FLORIDA 32233
Class of Work: NEW Township: 0 Range: 0 Book:
Proposed Use: SINGLE FAMILY Lot(s): Block: Section:0
Square Feet: Subdivision: SECTION H
Est. Value: Parcel Number:
Improv. Cost: 1,000.00 OWNER-INFORMATION
Date Issued: 4/06/1999 Name: QUINCY P. HEBERT
Total Fees: 25.00 Address: 1481 JASMINE STREET
Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233
Date Paid: 4/06/1999 Phone: (904)641-1333
Work Desc: STORAGE SHED
CONTRACTORS) APP
LtCAT ON FEES
PROPERTY OWNER PERMIT 25.00
r
i
i
� _ ior>fs R ulred >>
FOOTING FINAL BUILDING
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"
,QQ%i tj%1CLrVRU11VG 1 V AI�'PRV VCL�J PLJVVj VVf'l1%in ARE PART OF TnIS iER1vi11 A1du JIJOJEIiT 1 V RCYVC%111VIY
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i
( ^�
Date: 4/07/99 4/87/99 81 Receipt 28846358
ATLANTIC BEA H BUILDING DEPT. CHECKS
1993
RECEIVED
CITY OF ATLANTIC BEACH
PERMIT APPLICATION" REMODEL, AUDITIONS, OR AL*ftA22r4
MotorNG,DEZf0LITICKS City of Atlantic Beach
&e-�ev4
Building and Zoning
owner(s) : '.amu i 2C�./
Job Address: Z-S7 Phone: 2-
Lot # 2 Block or unit # Subdivision:
Contractor: State License #
Address: Phone No:
City State Zip Code
Describe work to be done: /='QFC% 40"x/0" -57—wc',166— 51-1EI) IAV
t z19D
Present use of building:
Valuation of Proposed �Construction:
Proposed use:
Is this an addition? If yes, what are the dimensions of the added
space: Z�12 ft. X e-"O ft.' Will the addedarea be heated and
cooled?_ New electrical (or increase) ? t U/
New plumbing fixtures? New fireplace? New Heat/AC?
SUBMT TWMT (CC"WACZAL) TWO OMSXD=TSAL) Cawzmw SSTS Or PLAAS, INCDUDXM
SITS PL", SURDSr, Mawr cODS 3l'ma, zromS or commmCmNox, AND
O1nOSR/coxTR3c=R ArsTnav=, zr mi G'L1n ucTOR.
signature owNA: 7 Date: ex zh�
Signature CONTRACTOR: Date:
AS TO OWNER:
Sworn to and subscribed before me this o 3 9°
NOTARY PUBLIC`/f'L`1{
AS TO CONTRACTOR: Patricia Amonette
YAP i.
MY COMMISSION N CC55981 EXPIRE.
Sworn to and subscribed before me this day'*b "= August27.2000 , 19_
�+rfi I 0 gDNDED-nMT N�tiiN
P
NOTARY PUBLIC
CITY OF
�iuitLLC rD�L� - .7�c9fitt�d
tiuo SFMINOLF I?(,yD
-- _ - I'L:Vy"TI('
1'E1.FIIi NI`, 'u-1 _'1 ,i 0
CHAPTER 489, FLORIDA STATUTES, PART I "CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO
ACKNOWLEDGE THE LAW:
DISCLOSURE STATEMENT FOR SECTION 489. 1 03(7), FLORIDA STATUTES:
STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT
UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR
OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF.
YOU MAY BUILD OR IMPROVE A ONE - OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR
IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND
OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF
WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR
LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR.
YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR
RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY
COUNTY OR MUNICIPAL LICENSING ORDINANCES.
ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY
USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER 2,000) BE UNDER A BUILDING PERMIT AND PASS
ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES; OR MAY HIRE
UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER "DIRECT SUPERVISION OF THE OWNER, WHO MUST BE ON
THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF
UNLICENSED CONTRACTORS.
SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS
WORKERS COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY CLEARLY PROTECTS
THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR
FORM 1 099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES.
UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT
TO $5,000 PENALTY UNDER FLORIDA STATUTE No. 455-225(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE.
THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS
CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT (247-
5826) IF IN DOUBT.
I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL
THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT.
,Z)x �7
_
ROP OWNER/BUILDER
ADDRESS TELEPHONE
y'
SWORN TO AND SUBSCRIBED BEFORE ME THISDAY //t.-/c /C 655� Z��
NOTARY PUBLIC
NOTE: PHRASES UNDERLINED ABOVE MY COMMISSION EXPI M��,,nnIOeeleeloodh�ippbl1
ARE EMPHASIZED BY THE BUILDING t � w^ ""'
DEPARTMENT.
�qEp 11NNI lfldY f11N '�'
Rear Wall Rib Interior Wall III
1 ^' rlys"ucu b!v�ng _ 24"O G
t)u can easily build a gai�le-roof
shed of any size simply by following
the framing sequence for floors,
walls, and gable roofs (conventional
or truss-type construction) in the
previous chapter. These two pages
show another way to frame this type
of shed. Like the barn-st y ie shed on Flooring
(notch to fit
pages 56 and 57, this shed uses around ribs)
simple rib construction. It consists of � Front
a front-wall rib.. a rear-wall rib, and as wall
Rib
n Jany interior ribs as desired for the
shed length you want, spaced on 2
fj )t centers- Each interior rib con-
sist-
on-si t- of two rafters, two sleds, and ,'i `
HoI-)r joist, rein)forced with plywood e
gussets, the front- and rear-wall ribs 2x4 Header Joist
Itic'e addil;onal framing memhers
Mark hea iar joist viii
lr I e ri. t i„ ` i'.ir l�'''- rib locations 24'J C
�E�. l>✓ r tri rJjywo �r+ ,�.1���g at- �_�iv EY'io
_ In!'LL ��upE _'2 ��_b gsscrrt i3t_f�5
a��� con
� . t rrlr r ThE
�TtO! Jv; ?x4 ��� AKGHt�2Et7 vtl'TN 3i�uc�rg t.�/TNS �21CrffTi#/v. L I
Materials List
15-1b Felt 3-Tab Asphalt 8 SHED MAO A O SHED
Roof Roof Shingles
Sheathing 2 2x4 x 8' header joists 2 2x4 x 10' stri�clE 10�3ts
1x4 1 2x4 front-wall rib assembly 2x4 front-wall 61)
Fascia
1 x4 rear-wall rib assembl 1 2x4 rear v;e,!I rlt) asst r
3 4 interior III rib ass bliest� t jo' w
2 3/4 iywood sheets(fl sing} 3';', plywood she�,ts 71
2i/2 /ts" ferboard she s(roof 4 /16" waferboara
sheath ) sheathing)
g =` a 4 1x4 x 10 ine it fascia/trim f ? 1x4 x 10' pine or fir fisc j a ir',
2 1x4, 14' p r fir fascia/trim 4 1x4 x 14' pine or fir 1 cin%trin
61/2 '/2" plywoo ing(walls, door) 8 1/2' plywood siaing (v��1�. .tot-
'� ' 1x4 3 bundles, If-s ling asphalt 5 bundles, self-sealing asphalt
112"Plywood Door shingle shingles
Siding 1x4 Comer Trim Trim 1 1x4 0' pine or fi oor trim 1 1x4 x 10' pine or fir door iris
21x 14' pine or fir r trim 2 1x4 x 14' pine or fir door trim
"° Cutting and Assembling the 1'/2 lbs 1 nails 2 sirs 16d nails
1 ib nails '/2 gib, 8d nails
Ribs. The drawings on the fac- d
2'/2 . 8d spiral nails (flooring, roo `j t , 8d spiral nails (floor ng, roof)
Ing page show rib details for 8- and i I n
10-foot-wide sheds. Cut all the rib 6d galvanized n ails (siding) 6d galvanized nails (siding)
members to the lengths and angles /21bs 1'/2" roofing nails 1'/z" roofing Halls
sho,.,.,n in the drawing. Acsemble the
front-wall rib, rear-wall rib, and as
many interior ribs as desired (three each. Have a helper hold each rib Installing the Flooring. Use 6
ribs for an 8-foot shed, four ribs for a upright while you nail it to the header nails to attach the plywood floc:
10-foot shed, etc.). Each rib is as- joists with two 16d galvanized nails. Ing to the joists-, notch the panels, a
sembled on the ground, then lifted After you've installed all of the ribs, shown on the drawing, to fit around
into position. use a level to plumb them vertically. the ribs.
then tack 1x4 braces across the
2 Erecting the Ribs. Cut two upper rib members to keep them in A Adding Siding, Roofing, and
header joists to the length of the position, hernove the braces when s? Trim. Attach the '/2-inch ply-
shed and mark the rib locations on you attach the sheathing. wood siding and waferboard or ply
Shed Plans
. R
Rib 1 1110-Foot Sheds
Use alternate dimensions shown in color for 10-foot shed. Rib Members
2 2 2 2
6-s Y°"
a a �
71'6° Rib Member 0
3 8 3 3 6
1 1 1 1 }
8 8
51-9'/e" 71.6°
i
1
101:01,^i 71.6°
Front Wall Rib Front Wall Rib Rib Member
6-8'3/h"
2 2
2 2 Q I S
71.6°
i
3 s 3 s 7 s Rib Member
1 1 1 1
8 8 4-0
LU
8'0"- i 1a'o"---i Rib Member
Rear Wall Rib Rear Wall Rib
T-31/is'
2 2 _ _—
(1)Gusset A,Both Sides
(1)Gusset B, Rib Member 50
Both Sides
1 1 65
Interior Wall Rib Rib Member
Gussets
7" 7" 6„ 6„
8" 8,.
Rib Member 0
51/2 �- 8. I
6" 33/ie" 33/8" �-
—� 31t/1s"
14"
16" 12"
i
Gusset A Gusset 8 Rib Member
Jood roof sheathing with 6d galva- Building the Door. Make the and construction adhesive, then cut
sized nails. Then attach the U4 cor- door from the same material as pieces of 1 x4 and attach them to
er trim, door trim, and fascia where the siding. Cut the door to provide form the "X" design shown on the
hown in the drawing. Staple build- 1/16-inch clearance on all sides be- drawing. Install 1x4 trim around the
ig felt on the roof sheathing and tween the door and the rough open- opening, as shown, then attach the
tttach three-tab asphalt shingles with ing. Attach 1x4 door trim around the door with sturdy hinges. For more on
I,d roofing nails. For more on roofing perimeter of the plywood door with building doors, see page 71.
ind siding, see pages 60-68. screws or 3d galvanized finish nails
Ro^f:.^.q� Sidinq
Framing Sequence
1 Cutting and Positioning the Beam
Beams
Framing Members. Cut the Pier
beams (if you're using these),
stringer joists, and header joists to = f
length. Attach the beams to the piers � ` �
with 20d nails or metal connectors.
Then toenail the header and stringer
joists to the top of the beams with
J
10d nails, as shown (if you're hang-
ing joists between the beams, omit
this step). Be sure to place all fram- stringer
Joist
ing members crown side up. To do Header Joist
this, sight along the edge of the Nail
here
board. If you notice a curve, make After cutting the beams,header joists,and stringer joists to length,
sure the convex side is up. If beams place them on top of the piers and nail them together at the corners.
aren't used, toenail the header joists
and stringer joists directly to the
piers or mudsills (for perimeter foun- skirt Joist Joist
dations) with 16d galvanized nails. Level
Toenail
Connect the stringer joists to the
doubled header joists at each I I I I
corner with four 16d galvanized
nails, as shown. I ,� � shim
Il' e
Squaring and Leveling the I Beams
Joists. Square the header and
stringer joists by measuring opposite I Pier
diagonals and double-checking each
corner with a framing square. Toenail L,`'
the joists to the piers, beams, or Framing o
mudsills with 10d galvanized nails. If Measure opposite diagonals;
Square
necessary, drive cedar shims under A should equal B. Hammer
the beams and joists to level them. Square the header joists and stringer joists as shown, then attach
them to piers, shimming to level if needed. _ J
Marking Joist Locations.
j Starting at one corner, measure
along one header joist 16 or 24 Stringer Joist
inches, then mark lines across the ,
top and on both sides of the joist at
this point. Mark an X beyond each ,
line to indicate on which side of it to ,
place the joist. Mark the opposite
header joist in the same manner,
starting at the same end of the build-
ing. If you're hanging joists between
the beams, mark both end beams
and any intermediate beams in the
same manner.
Header Joist
Mark the locations of intermediate joists on each beam or header
joist. Make sure you start measuring at the same end of each
header joist.
k=s'
Framing ,A,
MAP SHOWING BOUNDARY SURVEY OF LOT 2, BLOCK 2492
AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH.
AS RECORDW IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
FOR. FVLTE H6mE cwPt*tArtor1
KARM N 01'22' W FOR RIGHT—OF—WAY UNE OF JASMINE STREET PER MENTIONED PLAT.
E1.SVAWl 4 A$% SHOWN THUS: 0.8 AND REFER TO NATX* G£ VERTICAL DATUM.
P.
T1'-". `
JASMINE STREET (50' R/W)
S01"22'00"E
50.00'
63.47'
i N
tu
3:w d og W
M sew 1�� y,",w a-=�. o0 0
0 .
►- N �o,�t� a 5 d} O � 0
00 OD
00
xA
Z
cavc
AIC PAS 1
toIo, CoNc
A�` r r- v PAr,o RECEIVE '
P$R-3&44
r DEPARTMENT OF BUILDINO
CITY OF ATLANTIC BEACH
PERMIT INFCRM2�iTTON -- .. LOCA 'ION INF'OtMATtbt --------
Permit Mu er. l A address: 1.481 JASMINE STREET
Permit Type:FENCE A.TLAPITIC BEACH? FLORIDA 32233
Class of W+ark.NE'� .....�....��._
LEGAL DESCRIPTION -_-�...---
V �Bl Block: Lot .* Twp: 0
Constr . T�►pe:NOOP FRAME �3 subd; Rx�s� � s
Proposed Use:SIN;OLE ;FAMILY section.
Dwellings' 05ubdivision'tSECTION R
Est . value, 000
Imp r®v , ` Cost :
500.00
Total F 1C .tit}
Amount �t Cyt°°" 10 . E?Q
R �
jiqrkSk Y
APPLICATION FEES ----------
APPLICATION
ION � Q
� . y PERMIT 10.0
! Addr 1 � fl,; PTREET 41 °
DA
�
py � �.�� �
J PI r, Zr� ?
"7151
.... ..
C r R ORMAT I O0
I � r PRO ER �� r'.
' L i c
2
Ex,p n !
�
(,A."Sa%.k`',t.J)d..4. rc T deT aim n"+r+"•.a " ry`w4?'Sxoa..w3ApP*Wru' W .y
NOTES:
ti
t
NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR'TO INSPECTION
f
r
s 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
j 'FAILURET4 COMPLY WITH THE MECHANICS' LIEN,LAW CAN RESULT IN
! THE PROPERTY OWNER PAYING TWICE FOR BUILQING.IMPROVEMENTS.
f
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR
VIOLATION OF APPLICABLE PROVISIONS OF LAW, il1Y.M lk
V1711A III wilpt, w4015,74
ATLANTI BEACH B' ILD( G D PARTMENT
$ �
By:. ''
yup
PSR-3844
DEPARTMENT OF BUILDING
CITY OF ATLANTIC BEACH
-� PERMIT INFORMATION ,� �.. LOCATION INFORMATION -------- l
$m�` Itltdttmber; 15935 drss�: 1481 .JASMINE
STREET
ATLANTIC BEACH, FLORIDA 3223
Permit TYPe:WE'LL .. �- LEGAL �LSCRIPTION -�w--
Cla%s of Work:NEW. �' __- .TSP:-
+Block: Lot :
Constr. _Tpge:WOOD FRAME
section: o Subd: 4 a
Proposed Us :SINGLE FAMILY
T�wellings: 0 � Subdivisaon'.,SEG"'TIOt� H
t . 1us ; 0 .00
Improv. Cont 0 .00
Total Pe _ : 10 .00
AmountX10.00
f a,
�__� ION ,- - _- APPLICATION "EES _.. ._ I
FENT
1D 00
am
a TREET
7 "
��
�� d�
T C� FLOC IIIA
IP ho r"
.,... a OL'�MA'i ION
G Name• PR(OPEAT NER
N
L i,o �W Exp;
a `�
NOTES:
i
!
I
f
NOTICE INSPECTIONS MUST BE REQUESTED AT LEAST 74 HOURS PRIOR TO INSPECTION
f
!
I
t
' RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,ANO MUST BE
BUILDING MATERIAL,
CLEARED UP'ANDHAULED AWAY BY EITHER CONTRACTOR OR OWNER
' r°PAII.URE TO COMPLY WITH TIDE MECHANICS' LIEN LAW. CAN RESULT IN
. THE PROPERTY OWNER PAYING , = FOR BUILDING IMPROVEMENTS."
ISSUED ACCORDING TO APPROVED PLANSWHICH ARE PART OF THIS PERMIT ANDS 7O REVQCAT�� %R
V
VIOLATION OF APPLICABLE PROVISION$OF LAW. ��'� ReCli ot O33643
HE
3EACH BU DIN EPAR'TMENT
APPLICATION FOR FENCE PERMIT
Owners Name� kC36W 7— P h o n e Z /-765-/
Jolt Address / Y�/ ��u_i�ti'e Si_ /fir~G. ��l .�ZZ.3 3
Lot Block and/or Unit # Subdivision
Contractor if different from owner
Vaktation_offence-$ J`r00 x Corner o Interior Lot
Type of Construction `,,�coj*1-2
Show location and height of fence as well as location of street(s).
4-le
Owner Signature Date
Contractor Signature Date
MAP SHOWING BOUNDARY SURVEY OF LOT 2, BLOCK 249,
AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH.
AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
FOR: NUE H6ME ccQPbAATIot4
BEARING REFERENCE: N 01'22' W FOR RIGHT-OF-WAY UNE OF JASMINE STREET PER ABOVE MENTIONED PLAT.
ELEVATIONS ARE SHOWN THUS. (9.61 AND REFER TO NATIONAL GEODETIC VERTICAL DATUM.
C TO: OUxlq Y P. & BROOK C. T
PUL` MEC11t C1RPt9 ►' 'Iti
1 iasT AmftlC 'r*'Z"t;,E *! ou- Cd`.
PRC TrftZ Cwt l"M
JASMINE STREET (50' R/W)
S01 "22'00"E
50.00'
I[s,2'_ .
63.47'
P, 3 ,
12.3 coQ
'rI w
N tiJ t!1
W �a Q�u W
t``O O )�` m ISL
00
2 �y i 00W
� ) ii Z
rri I
FTE $10.00
APPLICATION FOR DELL PER41T
CITY OF ATLANTIC MACH
PRDPERTY (MER
name: ,;�e'5' T- /Li'l--�3'C ie 7 Day Mme. /" ..133
Address c �¢S�s?io S �- zip3Z 3
APPLICANT IF OTHER TITAN OMM
Name: oo 14 CefT Day Phone 4 VL/333
Address: ZiP- –3
JOB
Address or Location:
Legal Description:
Is well to be used for drinking purposes?
Any person, individual, corporation or other entity receiving a permit as
provided in Section 22-40 of the Atlantic Beach Code, and who plans to use
water from the permitted well for drinking purposes, must first obtain a
bacteriological test report from.the State of Florida Health Department,
fisnishing a certified copy thereof to the building department of the City of
Atlantic Beach. A certificate of occupancy will not be issued until said
report is on file with the building department.
Department Notes:
I agree o comely with egulations stated herein:
gna Dat&
a
Tat trate of Mrruvanru
Tito of
Atlantic &UC4 - Florida
10epartment of Nuilbing Inspection
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.
4 J
Use Classification Single Family Residence Bldg.Permit No. 13580
Group W.fraMe Type Construction 3 I f Fire Distri Ati Bea h {
Owner of Building Pulte Home Carp- Address � C SOUV Rss8_ M56
1481 Jasmine Stree
Buildin gAdaress �.aI;tyAtlantic Beach, Fl. 32233
-_— By: Dost C. Ford
Building Offici 1 Date: . 91 t'
POST IN A CONSPICUOUS PLACE y
i
is
M
BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT {
CITY OFATLANTIC BEACH, FLORIDA
CERTIFICATE OF OCCUPANCY
WORKSHEET
Date Requested:
Building Contractor: < -�Ce
Building Permit Number:
Address : l/
Legal Description:
Improvements to the above described property have been completed
in accordance with the terms of the permit and is certified to be
ready for occupancy as
Lowest Floor Elevation:
required as built
BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE
DEPARTMENT DATE NOTIFIED DATE APPROVED BY
Fire
Public Works G -2 7
i
Planning
l �
Building Z 2--
J U N-2 4-9 7 TUE 6 4 5 0 P 0:3
+
I
MAP SNOWING BOUNDARY SURVEY OF LOT 2. BLOCK 249,
AS SHOWN ON MAP OF SECTION "if" ATLANTIC BEACH.
AS RECORDW N PLAT BOOK 18, PAGE 34 OF 7FdE'WOOT PUBLIC RECORDS OF DUVAL COUN7Y, FLORIDA.
Fa
WARM • N MR..7RGFiT— — NE.9 PER ABO T PLAT.
ELEVATO!!!.. 9' OAnQ.
Lir 46 a &oox
c UT
JASM(NE STREET (50' R/W)
S01*2.2`00"E
56.00'
63.47
t4 tu
•r.
ft.3 n 11.8 8.9 W}•
M aW. x5,• s, -Z .N o
olo
Z '�_ # Z
15.x' ate►' �.8
-'r3'taw L �
.41s ARO
co
8 L 0 C K 2 4 9
e �-
(ts fe>•�) � 4)
50.00 � 4.
SO4"22'00"E
LOT 3 LOT 2 LOT 1
B L O C K 2 4 8
AIM41. 5uR'✓L;Y Co-23 -:97 *4rLA:A24MO AU tfaN
A*UA1D,4rioN --a,0VfY 40-/3-DZt APIPA4F
i FI my wrif y mAT r,"suRv 916 PERS L .rax LEGEND
7K 1 mmu x STAN . S F„ DSU �"7� TE%t A a VD.CONCRETE M(*uLKNT
FLORIDA ADMIR 1EtAM COp • 1/2:FOUND WON
CERTIFY 1NAT 7f1ERE ME%0 ON 7HE B.�ECt P AS 5MOWM.
O f/2'SET IRaN- L8 r704
FLOW C m LOT SHOWN HEREON A�.I/�� 9.R.L BUNT RRC R1F��,T��,N_CA0IR LIIN
AriD � , ,{�`j. & CENTRAL ANGLE
IS IN ROOD J24 AS SHOW 1�AVE. JACK g &T%.
il., 32207 R RADIUS
ON TH R006 A M. ;COMMUNAL' L ARC LENON
PAN&10.120076- go Qom,DOW 4-17-00. ON CHORD
SURVEYED-,MULIARY 20 ' 1997. 11, j r� P.C. PCF 7ANWENCURVATURE
� P.T. PONTOPROF TANCENCr
—R— S FT. 11000 FENCE
SCALE! 1" . 21Y FD. FouND
_ PAGES REGISTERED RADA SURVEYOR t MAPPER NO.4467 R/W MONT-OF-WAY
FiEI D BOOK_588
1-4.11 JOSE A. HU JR. O.R.V. OFFICIAL RECORDS VOUJME
1 � •HHLL Al-L BCH TEL Ngo . 2475805
Apr 3 .95 15 : 31 No .010 P .02
FLOODPLAZU DCVELOPP1EMT 1NFbnIVATS011
Type of Devvlopsent f -' �Y` ..:__--•.-._
-
Flood Zones ��.�r—+rr r_*►r—...Waw_
Required Lovest !Floor clevatlont 1 j'0
mow.__..•—�__��
=f building Is located within a Blood hazard sone, a survo i •uut
be 6*de AFTER THs MA■ MAS BMW POURED, aertL9yino that t"
LOWEST FLOOR ELEVArxii is equal to or above the base Zlood
elevation established Igor that sone.
No final, inspection wt&L be wade and no oertitiosto of occupancy
will be Issued until the purvey to on Ylie frith the building
Department.
COMMEMT91
wpplicaht * Aok„ 'Ovlsd4er 'Ll 1 understand that the tosuancc ox
this perch Am- ooetinoftnt upo^ tAe above intoreation barino
corredt and that the plmas end supporting data bavr bwwn or Ghali
be provided ss req 2Ar - Z agree to oomph► with all applicable
provisions at Ordiasnt>74 No• 215-7-1S and ell other laws or
ordinana4s afteatsnp tha t,aroposwd devolopoont.
Cate_--�-J�-��..wpplloaa�t•...'^xBipnatur�,,, --•--- - - s.:...�-_-.-
_...-.._.._..------..�.�--....�..-ter, +-���-.,--�-•-..---�:..�-_......-
Oepartaent Use
Required Lowest Flocs iClevativn
As Built Lowest Floor tSevetsoa
5urvey Filed vlth Building D"artment
Building Oaparta nt reseertativo
P000 9
Tatiftrate of Mrruvanru
Tito of
Atlantic Ncac4 — Nloriba
i9Epttrtmtnt of Nuilbing Jnaptrtion
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 Single Family Residence Bldg. Permit No. 13580
Group W.f rame Type Construction S f Fire Distri Atlantic
pp a g
Owner of Building Pulte Home Corp. Address � c.- onVl.
Building Address 1481 Jasmine Street-o ality Atlantic Beach, Fl. 32233
By. Don C. Ford
Building Official Date:
POST IN A CONSPICUOUS PLACE
CITY OF
300 SEMINOLE ROAD
ATLANTIC BEACH,FLORIDA 32233-5445
-� TELEPHONE i904)247-5800
FAX 19041 247-5805
SUNCOM S52-5800
NOTICE
TO: Water Department
FROM: Building Department
DATE:
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
�-
/<�<�%, .. �...'
L/, - -7
- ?�
c.
Sincerely,
Building Department
,.I r t.u)o ri of* C Affa rs SN : 7110
FI,ORTDA ENERGY CODE FOR IIU LUING CONSTRUCTI.ON
FORM 600A-'I".)3' --Residentictl Whole Ruildini,, Performance Method A N 0 RT11
PROJECT NAME: 1094 I'f4rf t4 tI I BUTLDER: N F C
AND AI)DRESS :
PERM'FTT-I'NG IJIJAA3j�Cea ; CL-I MATE
0 F.0 I C E: TM717M : ZONE: 1 : 2 : 3
'�3 -a6 1/ 0
OWNER : Cz,1 9 eAa�1-7"- 11FFM.I'F NO - 1 5'?a : JURISDI.CTION NO . CK
1 . New construction or addition 1 . New Construction -- ----
2 . Single fami 1-Y. detach(--!d or Multjfaurily attached 2 . S-ingle-Family.
3 . if Multifami'ly-No . of units 3 . 0
4 . 11".f Mult :ifau)ily , is this a worst. case (yes/no) 4 .
5 . Conditioned floor. area ( sq . ft . ) 5 . 1094 . 00
6, Predominant eave overhang ( ft. . ) 6 . 1 . 33
7 . Porch overhang length (ft . ) 7 . 0 . 00
8 . Glass area and type : Single Pane Doubl(-, Pane
a . Clear Glass 8a . 98 . 0sqft 0 . 00sq-ft
b . Tint , film or solar sere(-.!n. 8b . Q . 0sqft 0 - 0 0
9 . Floor type and insulation :
a . S.lab on. grade ( R-value , perimeter) 9a . R= 0 . 00 , 163 .00 ft
10 .Net Wall type area and insulation:
a . Exterior : 2 . Wood frame (Trisulation R-value) 10a-2 R=11 . 00 , 923 . 00sctft
b . Adjacent : 2 . Wood frame (Insulation R-value) 10b-2 R=11 . 00 , 238 .00sqft------'
1I .Ceiling type area and insulation :
a . Under attic (Insulation R-value) I1a .R=19 . 00 62 . 00self
a . Under attic (Insulation R-value) 11a . R=30 . 00
12 .Air distribution s-yst(-,u)s
a . Ducts ( Insulation + Location) 12a . R= 6 . 00 uncond
13 .Cooling system 13 . Type : Central A/C
SEER: 10 . 00
14 .11eating SYstem : 14 , Type : Heat Pump
HSTIF: 7 . 00
15 .Hot water system: 15 , Type : Electric
EF: 0 . 92
16 .Hot Water Credits : (HR-Heat R(-,,covery , 16 .
DHP-Dedicated Heat Pump)
17 . Infiltration practice : 1 , 2 or 33 17 . 2
18 .HVAC Credits (CF-Ceiling Fan , CV-(,,ross vent. , 18 .
HF-Whole house fan , RB-Attic radiant
barrier , MZ-Multizone 'I
19 .EPI (must not exceed 100 points) 19 . 96 . 85
a . Total. As-Buil-t points 19a . 23182 .52
b . Total Base points 19b . 23936 .96
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
T 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 C de . Code . Before construction is completed
this building will be inspected for
PREPARED 11,Y : compliance in accordance with Section
DATE:.- 553 . 908 F . S .
I hereby certify that this building i.s
i.n compliance with the Florida Energy
Code .
OWNER/AGENT: L&- t-O-LL BUILDTNG OFFICIAL:
DATE: DATF;: .---..........
TRANSMITTAL DOCUMENT FOR JEA
DATE: s-- / 6, —9 7
The following permits have passed "rough" inspection:
Permit No. Address
1Fn= =esdxxxxex:o=xxXAxkue x: VA)eaxcofx)dshexVemPlease update
your records accordingly.
_ ha
BUILDING CLERK
r
CITY OF ATLANTIC BEACH
/vcb
0,1
DEPARTMENT OF BUILDING
CITY OF ATLANTIC BEACH �
LOCATION INRORMA TON
PER141T INFORMATION Are s; 1481 JASMINE 'TWEET
Fermis lumber . 138 ATLANTIC MCA , RLORIDA 3,223,31"
2233 1
Pe it Type.mElcHAN I CAL: LEGAL. -DESCR.UTIO—N � w
` art
Work-NES
~1
Bl ock:249 In t T
`c z t r . T'yp �WOOD FRAME
ro d Use: INGLE, F"AMIL section, D ub�i
U >
)~tet. . )value. l
Improv . Cost Fig
. ?
Amo unt 43 ,00
yF 4 I
VON �,�. APPLICATION FEES � r n
m�
.` ORA' ICN
PERMIT� �� P �
}Q[+j I'" T�y�lt�
�{ t,` I GHWA�1
4ri4.i i�' OR 1.:L`.C'i 'M "'T '� r7fe 4.5"z J� d�r,"CM1t,�*�y,""' cq0� �`. Shu' v 4,. tl7> aV'^keN
P h..� �� � �, � 7
.4 850 CO ROAD
RANt�E FLORIDA 3:QR7
La ck Exp: �t
' ...Y`4 ,10, vVt'. i,,
..,
NOTES:
1 ;
NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURO
PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE
I
BUILDING MATERIAL„RUBBISH AND DEBRIS FROM THIS WORK MIDST NOT.BE PLACED IN PUBLIC SPACE,AND MUST BE
ii CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
;`FAILURE T4 COMPLY WITH THE MECHANICS' LIEN LAIN CAN RESULT IN
THE PROPERTY OWNER PAYING TWICE FOR SUILD , IIWPROVEMENTS."
ISSUED ACCORDING TO APPROVED ,PLANS WHICH ARE PART OF THIS PERMIT AND SUWECT"TO REVOCATION FOR
VIOLATION OF APPLICABLE PROVISIONS OF LAW.
ATLANTIC BEACH BUILDING DEPA MENT
By
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLANTIC BEACH, "rLORIDA 32233 _
APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER
IMPORTANT — Applicant to complete all items in sections I, II, III, and IV.
LOCATION Street Address:
OF Intersecting Streets: Between And
BUILDING
Subdivision
N. IDENTIFICATION — To be completed by all applicants.
In consideration of permit given for doing the work as described in the above statement 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 City of Jacksonville ordinances and standards
of good.practice listed therein. '
Nameof Mechanical McGowan' s Heating_ & Air— Contractors
Contractor (Print) Cond. Inc . Master CACO-18970
Name of IM-48
Property Owner ?P
Signature of Owner Signature of
or AyNior'ned Agent Architect or Engineer
Ill. GMERAL INFORMATION
A. Type of Mating fuel. B. IS OTHER CONSTRUCTION BEING DONE 0 i
Electric THIS BUILDING OR SITE?
bas—❑ U ❑ Natural ❑ Central Utility
IF YES, GIVE NUMBER OF C NST_RUCTION
0 onPERMIT S �C�
Q Other — specify
IV. MICWWICAL EQUIPMENT TO BE INSTALLM NATURE OF WORK
(Provide complete list of components on back of this form) Residential or D Commercial
Heat ❑ Space ❑ Recessed/ Central O Roor New Building
AirCondiffssaing: ❑ ROCAMCentre! 0 Existing Building
Duct System: Malaria / Thick D Replacement of existing system
y New Installation(No system previously Installed)
Mosimum opacity c.f.m.
Q Refrigeration Maximum
Extension or add-on to existing system
[] Cooling tower: Capacityg.p.m. D Other-- Specify
Q Fire sprinklers: Number of heads
Q Elevator ❑ Monlift ❑ Escolator Inumber) THIS SPACE NOR OFFICE {ISE ONLY
0 .Gasoline pumps (number)
Q" Taek� (number)
• Remarks
0 LPG contain aM (number)
Q Unfired pressure weal
Q Boom Permit Approved by Dist..-
C3 OMer — Specify Permit Fee
LIST ALL EQUIPMENT
AIR CONDITIONING AND REFRIGERATION EQUIPMENT
NwnberUnita —' Usescription Model Number Manr+tacturer GtmICf;y Approvltss
b� / �bas2 �w►tpaaYy
ef l U .
DATE: _ 7=
PRE-SERVICE DIVISION
JACKSONVILLE ELECTRIC AUTHORITY
233 WEST DUVAL STREET
JACKSONVILLE, FLORIDA 32202
THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE
SATISFACTORY :
------------
--------------------
-------------------
------ -------------------------------------------------
------ -------------------------------------------------
Enclosed are the blue copies of the permits.
SINCERELY,
C�' /_V__401 �
BUILDING INSPECTION DIVISION
cc: FILE
!k
I
PSF1.: 4'
E DEPARTMENT OF BUILDING
k CITY OF ATLANTIC BEACH
- PERMIT INFORMATION ------ - LOCATION INPOP14ATION ---
Permit Number: 13718 Address: 1481 JASMINE STREET
Permit Type.PLUMBIM3 ATLANTIC BEACH. FLORIDA 32233 a
Clsss ct Work:NEW - 'LEGAL DESCRIPTION
- -
Constr. Type.WOOD FRAME Bl:cck. 24:9 Lot. 2 Twp:
1
Proposed Use.SINGLE, FAMILY Section. 0 Subd: Rng: 0
tw l 2 in IS Subdivisio'n:UCTION H
Est . Value. 0 . 00
Improv. Cost : O .0
I Total I+' 4a3.5C�
Amvun 53. 50
ION = - - - �= - - APPLICATION FEES -_
I+iaml FORAT`ION- PERMIT'
5 M5 i
Addr L IGHWA
� r mi
L r CSR I DA 3 2 2
Phod 7
CC �'RA R ORMAT I CN13 No .
.. .
Addy 401.29 Bb 4 BLVD,
32210
kbl
f
NOTES,
I
k t
j
I
k
l
NOTICE-ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING
PERMIT VOID SIX MONTHS AFTER DATEOFISSUE
BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE j
CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
i
"FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN
THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEtWENTw,"
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO,'REVOGATION.:FOR
VIOLATION OF APPLICABLE PROVISIONS OF LAW.
tECKS_41 4/89!93 Bi "iI IN475n
ATLANTIC BEACH BUILDING[kF,.�?ARTMENT � �� i 26
R i
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
M
JOB LOCATION: �N
OWNER OF PROPERTY
BUILDING CONTRACTOR: M , ` ` a
PLUMBING CONTRACTOR DON HARRIS, LUNIMNI 7 tin
AND ADDRESS: P. 0. BOX 14663
TELEPHONE NUMBER: (9 O 4) 772 0900 C F C - 0 19 19 4
STATE LICENSE NO: CL Ar
TYPE OF BUILDING: �` /►
TYPE OF WORK:
` HOW MANY OF THE FOLLOWING FIXTURES INSTALLED
l SINKS SHOWERS
LAVATORY WATER HEATERS
BATH TUBS I DISHWASHERS
URINALS r DISPOSALS
CLOSETS t' WASHING MACHINE
FLOOR DRAINS SHOWER PAYS
OTHER
TOTAL FIXTURE COUNT: s $3.50 + $15.00 = $
-vA=----------------------------------------------------------
INSTALLATION OF PLUMBING AND PIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RECENT EDITION'OF THE SOUTHERN STANDARD PLUMBING CODE.
CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826
CITY OF ATLANTIC BEACH, FLORIDA
Approved by APPLICATION FOR ELECTRICAL PERMITY, 3
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 ELE IC EGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
EC-0001713
Munson and Bryan Electric Co.
%01- 1423
ELECTRICAL FIRM; R E ANSLC2NATURE
C JOURNEYM
NAME�U I C?S AD ESS: 7- � I Y) S� RFD BOX
BLDG.SIZE ���>1��`� 1� BETWEEN:
RES. AFT. ( 1 COMM. ( ) PUBLIC ( 1 INDUS. ( 1 NEW ( ! OLD ( ) REW. ( )
ADDITION ( 1 TRAILER ( ) TEMP. ( 1 SIGNS ( ) SQ. FT.
SERVICE: NEW b9- INCREASE ( 1 REPAIR l 1 FEE
CONDUCTOR SIZE 3�j AMPS COPPER ALUM.
l�
SWITCH 0 BRE KE /SO M l PH 3 W V LT (�O-dC RACEWAY
EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY
FEEDERS NO. SIZE IND. SIZE I NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
0.30 AMPS, 31.100 AMPS,
SWITCHES
INCANDESCENT
FLUORESCENT &M.V.
FIXED 0.100 AMPS. OV[R 9
APPLIANCES BELL TRANSF.
AIR H.P. RATING H.P. RATING
CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT
s �
0.1 OVER
MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS
MISCELLANEOUS
�Zqq
TP
CITY OF ATLANTIC BEACH, FLORIDA (
1
Approved by APPLICATION FOR ELECTRICAL. PERMIT
7___
TO THE CHIEF ELECTRICAL INSPECTOR: DATE: _ 3 19T
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 ATT REGULCHED PLAN SACODES AND CITY OF
ND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE
ATLANTIC BEACH ORDINANCES.
EC-000 17.13
Munson and Bryan Electric Co. 1423 —
ELECTRICAL FIRM::, R E ICI-AN SIGNATURE JOURNEYMAN
�,l
NAMEPL�L(+f- Home-3 rADZE < JQ l�Nr� e RFD BOX
BLDG.SIZE �" BETWEEN:
RES. ( 1 APT. ( ) COMM. ( 1 PUBLIC ( ) INDUS. ( ) NEW ( ! OLD ( 1 REW. ( I
ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT.
SERVICE: NEW Oq INCREASE ( ) REPAIR ( 1 FEE
CONDUCTOR SIZE �l So AMPS COPPER I ALUM.
SWITCH OR RE KER SD AMPS PH W 2E w VOLT V4 RACEWAY
EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY
FEEDERS NO. SIZE IND. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
0"' *MPG, 31.100 AMPS.
SWITCHES
INCANDESCENT
FLUORESCENT&M. V.
FIXED 0.100 AMP!. Ov[R
APPLIANCESBELL TRANSF.
AIR H.P. RATING H.P. RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT
0.1 OVER
MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS
MISCELLANEOUS
f' R 9.044
135 0
DEPARTMENT OF SUILDINO
CITY OF ATLANTIC BEACH
PERMIT
Permit Number,: 1.3580 Address : 1481 JASMINE STREET
Permit Type:BUILDING ATLANTIC BEACK. FLORIDA 32233
class of Work.NEW LEGAL DESCRIPTION ---------
Cons t r .
---... ___Cvnstr . Type:WOOD FRME BIack: 249 Lot: 2 Twp: 0
Proposed Use.SINI LE FAMILY Section: 0 3ubd: Rnq 0 :
Dwellings: 0 Subdivision SECTION H
Est , Value• 0 .00
ImProv .. Cost-: 47 ,880.00,
Total Fees : 3 , 2 5. 94
mount 3;2'R5. 94
Date�. ������.5 1397
m 4
I
Wc�r
Do, g0l W
NOME HSF 1094
_
TION . .. APP I�CAT I OJT P`EES u_ --
..
Name. PULS RATION ~,IT� � ~390 .00
Addy . OI�NA31� 6AfiE ' IMPACT P'EE 410 Ofl
JA PLOR IDA 32256 SEWER IMPACT FEE 1 ,250 .00 'ev
i
I C1 0 {
FORMATION RADON CAD 5% 0.27
"Name: PU `11 HORAT I CAPITAL IMPROVE. 325.00 l
Addr 80 11 PR, ISS IQHWAY3ITE 14 SEWER TAP 0 .00 �
SS CROS: CONNECTIQ i a. 35,00
Lica C GCO57 8 ���;� Exp, SEC H IMPACT FEE 750 .00
CONST.SURCHARGE 4.93
�. I
SC"HARGE/ATL BCH 54OR
1
� , ;`�9. y' at .w`h"s2`„ �.k�+aay„�',.Pvt hr,+ u?vo� ..mss T,a u+«wsyrr, *j°G, dam•
m
NOTES. ' s
NOTICE --'ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED SEFORE POURING
0ERMIT VOID SIX MONTHS AFTER DATE OF ISSUE,
BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED Ifni PUBLIC SPACE,AND MUST BE
CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TCS COMPLY WITH THE,MECHANICS' LIEN LAW CAN RESULT IN
THE PROPERTY t'WNER PAYING TWICE FOR BUILDING IMPROV91VIENTS."Of
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT ANJ SUBJECT TO REVOCATION F0, - r
! "ION OF-APPLCABLE PROVISIO S OF LAW. Rpertsrt JI4I>♦tI
Total Paysenl
ATLANTIC BEACH BUILDING DEPARTMENT
{
By.
lief
r'is i:.t:.,t.✓...rte is r:'�.:ei�'a:'e':r' �r`:is'?:iu r:a:•�.,n'it a:s:w:aC is"�:J"iv ii i'r"n'i`i:.'•eA".0 s:`i:ii;'i:is is;w'w:n'a:�::is`' '•,r:`i:.v'is'`:iti."�i`e:•rry„r_e:is iC:^iC i••r'sC�iC�w�C n'
' n h It.I eh 4 s: IY .• AA 4 Y Y /Y. I4 IF. Y e < . Y Iy .
SUMMER CALCULATION'-;
13AS}; ::r:-- AS- F3[) L,' '
CLASS- -
ORIEN AREA x BSPM :_: POINTS TYPE SC ORI EN AREA x SPM x SOF POINTS
M 15 . 00 65 . 8 987 . 0 ; SCaL, CLP N 15 . 0 4t;1 . 7 . 90 548 . 9
E 29 . 00 65 . 8 1908 . 2 ; SCSI, CLF F 15 . 0 84 . 9 . 88 1 1 1 9 . 1
S(31, CLR I+; 1 4 . 0 €34 . 9 45 € 87 . €3
S 54 . 00 65 . 8 3553 . 2 SCC CLR S 20 . 0 73 . 2 . 84 1223 .0
iC , CL,. € C 2223 . 1
. 15 x COND . FLOOR /
TOTAL ( .f,ASS = ADJ . CLASS S ls.J fiLASSC1.,AS.,S
AREA AREA FACTOR POINTS POINTS POINTS
--------- ------- -----------------------------------------------------------------
. 15 1 , 094 . X 0 98 . 00 1 . 674 6 , 448 , 40 10 , 797 . 78 6 , 002 . 19
NON GLASS-------------
AREA x BSPM = POI.N'I.-'SY 'I"4'PE R-VALUE AREA x SPM :.: POINTS
---------------------------------------------------------------------------------
WALLS-----------------
Ext
__ - -.___._.___._____-
E?xt 923 . 0 . 9 8301 . 7 ; Ext Wood Frame 1 1 . 0 923 . 0 1 . 70 1569 . 1
Adj 23€3 . 0 . 7 166 . 6 ; Adj Wood Frame 1 1 . (T 23€3 . tT . 70 166 . 0
DOORS-----------------
Ext
----- --._ --,_-_ -.-.---__.-_.Ext: 20 . 0 6 . 1 122 . 0 Ext. I pis l.n€gid 20 . 0 4 . 1 0 82. .0
Adj 18 . 0 2 . 4 43 . 2 Adj Insulated 18 . 0 1 . 60 28 . 8
CEILINGS-- -- _...-.--__-- - ------
1JA 10914 . 0 . 6 656 . 4 ; Under At:t: l -,� 30 . 0 110240 . Citi 661 . 2
Under At.t: c 19 . 0 0 . 0 1 . 10 C«8 . 2
FLOORS----------------
Sib
-___._-._-_.---.._-_- _._Slb 163 . tT -37 . 0 _.6031 . 0 ; Slab-on-Grade . 0 163 . 0 -41 . 20 -6715 .6
INFILTRATION----------
1094 . 0
---_..- _..__--._-10194 . 0 8 . 0 87512 . 0 Practice #2 1094 . 0 €3 . 00 8752 . 0
TOTAL SUMMER POIN'T'S
15 , 337 . 68 10 , 614 . 49
TOTAL x SYSTEM COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT W COOLING
SUM PTS MULL POINTS COM.PON RATIO MULT M[]:LT MiJ[:s'T' POINTS
---------------------------------------------------------------------------------
15 , ':337 . 68 . 37 5 , 674 . 94 1 10 , 614 . 49 1 . 00 1 , 070 . 340 1 . 000 3 . 861 . 55
i%_I*fl i4,eA h'iv.ei AN JY K h'!A i4"R:st"uv jk�..Ab f4`i`.ti✓4`i.A4%i!\Ie Ow v.�r4 it.�J,J4 w.iv Ow El iw i.,iM f�Alt`i4 oM JRA.M`+i.fk iu.f4 dK v`Rl n"nh JRh�I.RY%A iY I\J4�4 ew 1a tv.JY IF!4`JN R h`1..94 fF
W l nJ'!KR CALp`U1_„AT Vhid:
n�+.i.n`i iCn"ia-'iia eG nJrsn+�n si nJA.`,s�niw;n n n"iWn niu iw nii:niv n`n n`+�nJw`ia i%n+�niC is n`n it ii n n n:ii sa`n n`>C n.oC iC iv n`i1.E,�iis;''aJ6 ia'iv n`;w.�.'ex"i.`i`w��n'
BASE AS-BUILT
ORII{N AREA x BWPM = POINTS TY1.}I S( OR EN AREA x WPM x WOF = POINTS
N._-_ . 15 . 00 - 10 . 6 - 040 SC I., CLR N 15 . 0 13 . 3 1 . 09 225 . 8
T,, 29 . 00 -•- 10 . 6 --307 . 4 SCC CLP E 15 . 0 -3 . 9 . 27 -15 . 2
SGL CCR F 1 4 . 0 -3 . 8 - . 50 26 .3
S 54 . 00 -- 10 . 6 --572 . 4 i SGL C;LR S 20 . 0 _..24 . 0 . 90 -431 . 1
SGL (:LR S 34 . 0 -24 . 0 . 94 -767 . 0
..__
. 1 5 x COND. FL(;?(:)R I 1'()'1'AI, (:T1:,ASS = A17..a . GLASS ADJ GLASS GLASS
AREA AREA FACTOR POINTS POINTS
POINTS
_._..._._.-____-.--._..._._.__-_ --......__._._.-_...__.......__ - _._._-. _--_._ _._ _
. 1 1 , 094 . 00 98 . 00 1 . 674 - 1 , 038 . 00 -1 , 739 . 46 _960 . 74
NON GLASS-_..__ ---_ --.___
AREA x BWPM = POINTS TYPE R--VALUE AREA x WPM = POINTS
--------------------------------------------------------------------------------
WALLS_-------_.---_-_-
Ext: 923 .0 2 .2 2030 . 6 1 }{'n W{,c7d Frame 1 1 . 0 923 . 0 3 . 70 3415 . 1
Ad,j 238 . 0 3 . 6 856 . 8 ; Adi Wood Frame 1 1 . 0 233 . 0 3 . 60 856 . 8
DOORS__._..---__.-..-.._._._.__---
Fxt: 20 . 0 12 . 3 246 . 0 ; Ex L Insulated 20 . 0 8 . 40 168 . 0
Adj 18 . 0 1 1 . 5 207 . 0 Ad;j Insulated 18 . 0 8 . 00 144 . 0
UA 1094 .0 1 . 2 1312 . 8 i)r7tlor At. t.i e 30 .0 1102 . 0 1 . 20 1322 . 4
Under Attic 1 9 . 0 62 . 0 2 .00 124 . 0
FLOORS--__ --.-._.._____.__.--_.
Slh 163 . 0 8 . 9 1450 . 7 Slab--on--Grado . 0 163 . 0 18 . 80 3064 . 4
INFILTRATION.___--__-_.-_..
1094 .0 7 . 4 8095 . 6 Practice #2 1094 . 0 7 . 40 8095 . 6
TOTAL WINTER POINTS
12 , 460 . 04 16 ,2'29 .0
TOTAL x SYSTEM = BEATING TOTAL x: CAP x DUCT x SYSTEM x CREDIT = 11FATTN(",
WIN PTS MULT POINTS C:OMPON RATTO MULT MUTT MULT POINTS
_.
12 ,460 .04 T �. 575 6 , 853 . 02 ; 16 , 22456 1 . 00 1 . 070 . 484 1 . 000 €3 ,404 . 6
iv iY%w'^�N.�+F%4 i\�%4.JA rv�iii f�+��iN^�at J4 I4%l J�J1.!F dC i�J'Y iM!k'\fu.s4 0�nelf 6i ii JF AA•Jl s�h iA Kis i�ft TW e%i\%V A4 Ii iw'Iv.J%is r4 J�Iu Jr A6 i�.'.rly%\,a�`.iY Iw i\J�%l.Iw%�.!M J14%4%4�IF t%
aWTUR
w rJ.iryii a..iw�L an J.J.J,..,1.�.a•e`i4 i'a?a✓�a"i•a•a�ix`i�'�.e'i`iw i"�•Jie•i•,i•a.�.Jw J.
T
BASE
NUN OF x MULT TOTAL TANK VOLUME RF TANK MI:ILT x CRE,D7T TOTAL
I:3 E;DRMS RATIO MULL'
........__.._.._._......-___..__-__-_._._ .... .
3 3803 . 0 1 1 , 409 . 00 30 . 92 1 . 000 363€3 . 7 1 . 00 10 , 916 . 00
h,6h AKI4 hK I4 h,4M
SUMMARY
naiC n'iCn iC iCne\`n niC.iCnniC n'nn,C iCniCniN'AC iCn niC n.niC eC iC n.iC/'JuniY"iC arC iC iCn,wn"TiCn Ji4"oC iC iC iCnnn�C a:n:'i''iC iC,J�'.nniC",:ni4/�,v iCnnnn,�
BASE
COOLING HEATING HOT WAITER TOTAL COOLING HEATING HOT WATER 'TOTAL
POINTS -+- POINTS i. POINTS = POINTS POINTS + POINTS -+- POINTS = POINTS
_.._.-.__._....-.-.-.___._._.. -_ .
5674 . 9 6853 . 0 11409 . 0 23 , 936 , 96 3861 . 6 €3405 . 0 10916 . 0 Z3 , 1 X37 . 5?
niC�C.iCniC i4 ni'n n.n niC'�C JiC n
EPT _ 96 . 85 n
,]f� 1.II i.{. ► p KN F;ltG Y € U 1 U!
d ",
Fur. lad E� ►.�� I �.1 ► m a�. P
l- _n
uF the EPI rating nuYmboo
or for.. ,any ITEM listed ,
ask your Bul lde'r f"r FpI - 46 . 8
UCA Form 60Dt"- sk i
or Form 6 0(rk li_ C3'3
0 10 20 30 40 50 60 70 80 90 100
--------------------------------------X..._
The maximum allowable EPI. is 100 . The lower the EPI the more efficient the rT<;m
RESTDENTIAL ENERGY PERFORMANCE RATING SHEET
ITf,,M ROME VALUE; Low Efficiency High Efficiency
STNGL CLR DBL TINT
----_ ____...-_-
WINDOWS : . . . . . . . Single f';1.c:�i z r � �(_ ...__._.__._._ _ -
TNSU[,ATION . . . . . . . . . . . . . . . . . .
R--10 R-30
coiling R-Value, . . . . . . . . . 30 . 0 ----------------
R-0 R-7
R--Value? . . . . . . . . . 1 1 . 0 I --------------
Wall ---�-- X
-
R- 0 R--19
Floor R--V a l u e . . . . . . . . . 0 . 0 ....................
l
AIR CCNU IT f LINER . . . . . . . . . . . . .
10 . 0 SEER 17 . 0
SEER . . . . . . . . . . . . . . . . . . . . . . 10 . 0 X--..----.----------_----- -----
BEATING SYSTEM . . . . . . . . . . . . . .
t-
6 . 8 1-1 S P:I^ 12 . 0
Electric HS P L . . . . . . 7 . 0 ........._..._. __..._,.........
WATER HEATER . . . . . . . . . . . . . . . .
Electric 9-2 ---------- _._..._____-
0 . 54 0 . 90
GasI{,F' . . . . . . . . . . . . . . 0 . 00 : ---------------------
0 . 40 0 . 80
SolarEIS . . . . . . . . . . . . . . ____--_._.__.-_..________
OTHER FEATURES . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
certify that these enorgy saving features required for the Florida
Energy Code have been installed in this house .
0 _ Builder
Address __.__._.._ � Dat
si.gn��tuz.re : latJ�J� - --- 4`!�.._..__ €� :__.�
Florida Energy Code for Building Construction -- 1993
Florida Department of Community Affairs FL-EPI, CARD93
SERTAl, # 71 %
W HO L F HO t I S I-l"
HEAT GAIN / HEAT LOSS CALCULATION USING FLA/FES(c) DATA FTL0�
( BASED ON A . C . C . A . MANUAL J - SEVENTH EDITION ( c ) 1986 by A . C . C . A . )
Project name 1094
Address LOT 5 HIDDEN VALLEY
City/state
Owner
Builder NORTH FLORIDA CLASSIC
HVAC contr . McCOWANIS A/C
Cord Fl Area: 1094 SIT * GLASS/SF RATIO 9% * House Faces : East
* Climatic Conditions & Design Conditions *
----------------------------------------------------------------------------
Geographical Location : Florida : Iacksonvjll (--!
-------------------------------------
------------------------------------ ----
North Latitude / Elevation 30 Dog , / 24 Ft . Above Sea Level
Outdoor Winter Dry Bulb 32 Deg . F
Indoor Winter Dry Bulb 70 Deg . P'
Winter (Actual ) Temp .Diff . 38 Deg . F
Winter Temp . Diff . (wTd) 40 Deg . F
Outdoor Summer Dry Bulb 94 Deg . F
Outdoor Summer Wet Bull) 77 Deg . F
Outdoor Summer Hum . Ratio Gr/Lb 114
Indoor Summer Relaltive Hum . 50%
A
]indoor Summer Design Gr/Lb . Q,
IndoorSummer Dry Bull) 75 Deg , F
Summer Daily Range 19 Deg . F M
Summer (Actual ) Temp .Diff . 19 Deg . F
Summer (User Sol ) Temp . Diff . ( sTd) 20 neg . r,,
------------------------------------------------------------------------------
* HEATING SUMMARY * 1234 IDAT * COOLING SUMMARY *
SUBTOTAL 21220 . 04 : STRUCTURE SENSIBLE 9825 . 46
! MECH . VENT- 100 Cfm 2090 .00
! SENS , + MECH .VENT 11915 .46
! TEMP . SWTNG 0 3 I. 1 . 00
! OCCUPANT/APPLIANCE 3000 .00
DUCT LOSS 1061 . 00 : DUCT CAIN 1491 . 55
TOTAL LOSS/BTUH 22281 . 04 : TOTAL SENSIBLE 16407 .01
: TOTAL LATENT 6629 .56
! SENSIBLE + LATENT 23036 , 57
20% OVERSIZE FACTOR 4456 . 21 00% SENS ,OVRSZE FTR: 3281 . 40
ACTUAL + 20% OVERSIZE: 1491S . 46 : SENS . + 20% OVERSIZE : 19698 . 41
RTC FTR = 43 . 2 CLG FTR = 22 . 7 ICLG DESIGN CFM 723 . 41
EQUIPMENT SELECTTON *
EQT MANUF CARRIER CU MOD # 38YC8024-3 AHU MOD # FA4ANF0300
H'I'LT TNP/BTUB HTC OUTP/BTUH AFUE/HSPF 7 TYPE UP
SENSIBLE BTUR LATENT BTUH 23800 TTL CLC BTUH 23800
TONAGE 2 ( S)EER 10 CLG CFM 1000 HTG CFM 1000
F Io r i da 11t.1 i Id i n�,, fil 1'0 I-9Y F.i c Rat -i ng SNs A.eo.s
f o r Now Res i-dorit a I Ru i I d Ings
,at.ers Name : GJI,131?R'r MILLER
Raters Cor tification # : 044
Str(,et A(I(.Ir(--.!ss : LOT 5
Ci ty : IITDDIFN VALLEY
Co Al n t.y No County Tnput
CI inat e ZOj-je : NORI'll,
End Use Ftic�l Costs Site Energy Score Site Costs C( Scarf
$ MB t-u $ %
cool ing : .2 3 . 73) 3 . 9 87 92 85
heat j.n.g : 23 . 73 8 . 5 81 201 85
Lighting: 23 . 73 2 . 5 42 59 36
Mi-sc : 23 . 73 5 . 4 63 127 60
Ref.ri.g: 23 . 73 5 . 3 42 126 37
Hat Water : 23 . 73 12 . 4 40 294 14
Dryer : 2.3 . 73 2 . 6 65 61 27
Stove : 23 . 73 2 . 2 65 51 33
Pool 23 . 73 , 0 0 0
TOTALS 42 . 6 68 1011 55
Esti-mated Annual Site Energy Us.-e = 42 . 62 MI tus
Estimated Annual. Purchased Fn(-?rg.y Cast $ = 1011 . 41
Total Energy [tali-ng (Energy ScorO') = 68 . 12
Total Cost Rati.ng ( Cost Score ) = 54 . 51
Rat i.rig. Range
11 o w u s e Low Cost: 11 i_g h U s c, Wigh Cost.
MB-tu $ MB t u $
Cooli-rig: 1 . 3 28 21 . 0 467
fl(,ating: 1 . 8 39 37 . 6 502
Li-ght ing: 0 . 7 17 3 . 7 83
Mise : 1 . 2 28 12 . 4 277
I?efri,g . : 1 . 4 30 8 . 2 182
Hot Water : 1 . 1 11 20 . 0 339
DryE�r : 2 . 1 20 3 . 4 76
Stove . 1 . 8 17 2 . 9 69
Pool : 0 . 0 0 0 . 0 0
TOTALS 11 . 4 190 109 . 3 1996
IWNER/AGENT RATER
---------
I
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address—/ y P JP+S _r /N E�
Date 3 - 2 L(-9 �-
Heated Sauare Footage /09 y @ $ 39.0 0 _per sq ft = $
Garage hed a3 3 @ $ / F.00 per sq Lt = 5
Carpor orch 2 d @ S 13.00 per sq ft = S 3tf0
Deck @ $ per sa ft = S
Patio @ $ .0a per sa ft = S 3 Z�
TOTAL VALUATION : S 4/-7 f f0
40 PFFD
Total Valuation 1st $ , 060
a 3 Jr-. 0 0 S ?3
Remaining Value $�S-. o4per thousand
9 portion thereof
TOTAL BUILDING FEE $ ,2 54.00
+ 1/2 Filing Fee
( ) Fireplaces @ $15 . 00
BUILDING PERMIT FEE S 3 4 O. 00
WATER IMPACT FEE $ 41 t O . 0 O
SEWER IMPACT FEE S / ,a S-10 . 00
WATER METER/TAP S S'. 0 O
CAPITAL IMPROVEMENT S .00
SEWER TAP S —O —
(/09Y) RADON (HRS) . 0050 S S'. Z 0 .R q-
SECTION H PAVING ( S"D ) $ ' 50 .00
HYDRAULIC SHARES S —O—
CROSS CONNECTION S O
(/69e1) SURCHARGE . 0050 S . Sy
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 :
CITY OF
40FERT t DESCRIPTION +
800 tiF:N11No I'F ROAD
Block Y��__Sectian if_ Y ,FLORIDA 32233.5445
Lot +�_- _ - --- t(904)247-5900
C
RECEN' t-109"(4)247-5805
• BAR 13 1997
Street dame_ ` _ -
DESCRIPTIOIJ OjyeERK
or Address• 1 _ S __ y of A.tian IC D i
If`in FLOOD HAZARDBuilding and Zoning
nXn
Flood Zone --------------Brea complete page 3. Brief Single Family Dwelling
Description:-------------- -------
Class of Work: New
(Nev/Remodel/Addition)______________
ZOIIING INFORMATION
Type of
Construction:
:Zoning _ Proposed r p,�
Lristrict: PUD __ Uses Sing 1 e F ami 1v Residence Estimated Value S__ �� M_�J
F_xceptions or Materialsa:__Sl.pruces Pinel Fur:_S: Pine ��:
Variances Granteds___
Solid or
---------- ------ Filled
----------- ----------
Ground:_,Fj],],pd------Roos:_5.a1.II$ 1rS.--
OWNER INFORMATION
Method of Heating;__E11iCLrlII__-_____
Property Ovner: Pulte Home Corporation -_______-_ _ _ 733-_7300_--_
Moiling -
Address______ ,jp�_ 1's_
Jacksonville, Fl. �✓`�'` _ Zip: 32256
------------------------- ------------------
CONTRACTOR INFORMATION
Contractor s_ lte Hemeo�pora �o=__�,_,,_ -�_ Phone:_-33_7300
Pu -_`-
Mailing
Addregal--- anaL Phil l ip-g 1LW.—_�..—..--
,Nacsonvlle,�Fl. _____ •------ Zip: 32256---------
_ CG-C057891 Expiratios�_31-98
License Numbars--=------------------ ------ Dates--------------
I HEREBY CERTIFY THAT I HAVE READ AMD EXAMINED THIS APPLICATION AND KNOW THE SAME TO of TRUE
AMO CORRECT. ALL PRQVISIOKS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORM. WILL EE
+ COMPLIED VITH, VHCTNER SPECIFIED HEREIN OR NOT. THC GRANTING OF A PERMIT 00£S NOT PRESUME TO
=]'Y.*�11; iiii►►►► GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL. STATE OR LOCAL RULES-
REGULATIONS; ORDINANCES. OR LAWS IN ANY MANNER. INCLUDING T1fE GOVERNING OF CONSTRUCTION 03 THE
PERFORMANCE OF CONSTRUCTION.OF THE ►ROJECT. I UNDERSTAND THAT TUC ISSUANCE OF T1115 PER=tiT IS
CONTINGENT IPPON TUC ABOVC INFORMATION BEING TRUE AND CORRECT AND THAT THE PIANS AND SUPPORTINt.
�s fJJ� DATA NAVE.BEEX OR SHALL SC PRO OED AS REOUIREO.
-7
V I+I' 1�s !,: L Ovner Signaturq
Contractor Signature__4 �- -_- .,-___-- ate_ _
MAP SHOWING PLOT PLAN OF LOT 2, BLOCK 2490
AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH.
AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBUC RECORDS OF DUVAL COUNTY, FLORIDA.
FOR: NORTH FLORIDA CLASSIC HOMES
BEARING REFERENCE. N 01'22' W FOR RIGHT-OF-WAY UNE OF MAIN STREET PER ABOVE MENTIONED PLAT.
NOTE: ELEVATIONS SHOWN THUS: 8.8 AND REFER TO NATIONAL GEODETIC VERTICAL DATUM OF 1929.
LOCATED ALL TREES HATH A t3" DIAMETER OR LARGER.
TREE LEGEND;
O OAK
(10.52 )--•--- � PAv''r
_R
JASMINE STREET 50' R W SpA✓'T F
t S W AI.E S01*2 '00"E .SWALE
9 3�
5- .00,
01,,3 64.00'
0
lk Arct
3
cc
w
a
I$ r I v
v 9'
Wc� U d}o o Q s"� I W
0� � �' 4-.m " 00
C�j N �o I J cV to
10 o � �- m o , o
00 OD
u,I 3' 00
z '' Z
PATm �Q
R.,
A{C 20' B.�i.L.
B L O C K 2 4 9
50.00'
S01*22'00"E
L O T 2 L O T i
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 6 BATH (8)
TUB OR SHOWER STALL (6) / '2-
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) 3 POT, SCULLERY SINK (4)
_DISHWASHER (2) WASH SINK EACH SET OF
FAUCETS (2)
O KITCHEN SINK (Z) DENTAL LAVATORY (1)
KITCBEai SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1)
GRINDER (3)
BIDET URINAL STALL, WASHOUT (4)
FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH
FOOD DISPOS. (4)
URINAL, PEDESTAL, SYPHON JET TDRINKING FOUNTAIN (1/2)
BLOWOUT (2)
LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) S^
SHOP (2)
SURGEONS SINK (3) LAVATORY, SURGEONS (2)
JACUZZI (2) URINAL STALL, WASHOUT (4)
TOTAL FIXTURE UNITSQ. S _Le $20.00 EACH $ 0 -
JOB INFORMATION 4 C-(-4V / TA S.A4 IN r
aECEIVED
,
MAR 13 1997
tlantic Beach
City of �
Building and Zoning
CITY OF ATLANTIC BEACH
TREE REMOVAL APPLICATION
All aocliggignA Must be received by 5 P.M. on the MONDAY or_lor to the scheduled
mligtind In grderto be placed Qn (h$
APPLICATIONS WILL NOT BE PROCESSED_.
1. cotem (.� LA .3- ,3�
APPLICANT NAME ADDRESS TE HONE 1C $
2 L07- 2 t BGOGK 249 , ,SEGrTDnI " ft _ l`71�G�A1T7G �EAGf/
ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL,
3. DESCRIBE PURPOSE OF TREE REMOVAL:�l . ofu, .-. A&�,f J)a d
a, SP CITY TREES PROPOSED FOR REM ALA FOLLOWS:
NUMBER SPECIES DIAMETER (DBH) CONDITION
5. TOTAL NUMBER OF TREES TO BE REMOVED: 3
6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: l8
8. ATTACH SITE PLAN INDICATING THE FOLLOWING:
a) Site topography, Including proposed grade changes
b) Existing and proposed buildings and other improvements with dimensions and
required setbacks
c) Tree protection zones as applicable
d) Location, DBH and species of all trees with a DBH of six Inches or greater
e) location, DBH and species of all trees with DBH of less than six inches
proposed to be used for mitigation
f) Specify trees of unique or special character
g) Each tree proposed for removal clearly marked with a 'X"
h)All existing and new trees proposed to be used for mitigation clearly marked
with brackets"C l'
I) Location of utilities, easements'and material storage areas
9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE
BY-=SURVEYORS RIBBON.
10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST 13E
CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON,
11, INCOMPLETE APPLICATIONS WILL.NOT BE PROCESSED,
I HEREBY AGREE TO COMPLY WITH i ALL PROVISIONS OF CHAPTER 23, ARTICLE
11, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES
OF T14E CITY OF ATLANTIC BEACH:
APPOCA SIGNATURE DATE
ERS IGNATURE DATE R
APPROVED :
MAP SHOWING PLOT PLAN OF LOT 2, BLOCK 2490
AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH,
AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
FOR: NORTH FLORIDA CLASSIC HOMES
BEARING REFERENCE: N 01'22' W FOR RIGHT—OF—WAY UNE OF MAIN STREET PER ABOVE MENTIONED PLAt.
NOTE: ELEVATIONS SHOWN THUS: 8.8 AND REFER TO NATIONAL GEODETIC VERTICAL DATUM OF 1929.
LOCATED ALL TREES HATH A 8` DIAMETER OR LARGER.
TREE LEGEND:
O OAK
(10.52 )-s— � P A\/'T
FD Coe d�
JASMINE STREET 50' R W 'e� ,oq✓'r
Sol*2 '00"E ,gym/At9-
5 .00' If
64.00'
4
.. Q
81 08� O N Ccc
At 3
o _ Ft. —/(o L�
w
i1.33' 0
co
IS r I v
v 9►
W
wO M Q �pR & .-
• w O
7„ N C F: 6 1 w 0 0
J N o cq
• F add
c to aCC�C
O 3 5.61 v 3 inko O 00
regain must b e�tupk
z ,�c,�a
m uss.be 1aCe duan$
m
a � deS asp�sn P ...�.
rs tt�� acip�, apd rem ct�oc►;`
Z�, Sste ���a$es of cops�cn �
PATRr
s" — pCeve�
B L 0 C K 2 4 e04.1a� Ap Da��
ee� - w`
50.00
S01*22'00"E
n T 3 L 0 T 2 L 0 T 1