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---� ---� --� u i ld i and 7One,
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n DESIGNED BY JOB DESCRIPTION: JOB LOCATION:
n m
z N Q GEB LOT 41 ScLVA TIERRA
o
Job: 7-3122 LOT 47 T1 22' HIP 7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP 92 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 830 830
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 21"71
TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
---------------------•------------------------__ -------
#1 HIP DESIGNED fO SUPPORT 07-00-00 JACKS WITH NO WEBS, TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
(i)Gravity (-)-Uplift
A RIGIO CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. -•--------------------------------_--_---______-______-
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT xxx ) xxx HANGER xxx
H5 -•455#(Jacks Only) I HU526 = + 2751# -1286# (10d 1ply)
MT512 = -1000# 1 HUS26 - 13315# -1550#(16d 1ply)
MTS12 -2000#(2 Each) I HHUS48 - f 4299# -1660# (1Od 2ply)
MfT288 = -3786#(2 Each) (10d)I HHU548 - + 5180# -2000#0 6d 2ply)
MTT28B = -4455#(2 Each) (16d)) HGUS48 = + 6640# -2199#(1Od 2ply)
MST60 4688#(Per 2ply) 1 HGUS48 - + 8000# -26501( Ed 2p y)
C5150 = -1650# (Each) I HGUS5.5= +113351 -3945# (164 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
_ 4X8 5X3 4X8 _
—q r
12
5 L�
1 .5X3 1 .5X3
rel �n
r*1
To
3z
X61At) .-... _.._ 3X6(A7) ^LE�IU 1 2
3X4 _IX/4X4
44 # nn$#}—
Rv=1671# U=830# W=3••B Rv=1671# U=8309 W=3••8
5E0 = 48078
PLT. TYP.-ALPINE DESIGN CRIT=TPI CITY = I TOTAL = 1 REV. 17.3u6 SCALE =0.3145
IPINk rNClNklnkG I'nuDUCIs, 1Nc INU55E5 REOu1HE EXTRLWE CANE 09� /�7 TC LL 20 .0 PSF REF
>fTMPGRTANT X SIIAII NOT OL HEVON5IUIE FGN ANY WARNING IN IIANGTING, ENECIION AND
DLvi AIION FHOM nus DL51GN oil 111E5L SPICIk ICAIIONS, OR ANY GRACING SEL NI0•91 8Y IPI SEE IINS DESIGN EST gc�f f C OL 7 . 0 PSF DA 1E 09/10/97
VAILuAE 10 BUILD THE TRUSS IN CDNIOf1t NCE WITH GSIUU BY IPJ FOR ADOITIGNAL SPECIAL PENMANLNT URACING RE c,Tr r�rr ��(-
O ALPINE CONNE.CTGIT5 APE HAOF 20GA GALV STEEL MEETING ASTM OGINEHENIS UNLESS OTHERWISE INDICATED, TOP AA2319° �� BC OL. 0 O PSF OR W G
A446 GR U ExCEPI AS NOD/IED APPLY CONNECTORS TO EACH TACE OF CHORD SlIALL BE LATERALLY GRACED W1111 PROPFR
TRUSS AND UNLESS OTHERWISE IOCAIFU ON HITS DESIGN, POSITION LY ATIACIIED PLYWOOD 51LEAIIIING. BOIIDM CHORD 14 . BC LL O PSF G E E3
CONNECTORS PER DRAWINGS 110. 150 6 16OA-F GE51FN STANDARDS WITH PROPERLY ATTACHED RIGIU CEILING •• SEE 9 T•TF oI ,�
CONFORM W/APPLICAULE PROVISIONS OF NDS 6 IPI AN ENGINEE14 S ALPINE IECHNICAL, UPDATE IF/1/911 FOR PWUPER :,r�AOW1°'oC: q. TOT LD 37 . 0 PSF 0/A LEN.
SEAL ON THIS GNAWING APPLILS TO THE COMPUNENI KPICIED HERE DRYWALL AMICAIION FURNISH A COPY OF THIS p(Tq,FAC.
N 1 .25
j11 IN 0Nt Y" ANTI SNAIL NOI HL 'Ili ILI)UPON IN ANY Untl11 WAY OkSICN IG IIIE MUSS EIIECIION CGNIIIACIOH �T
.- III! N111`i!i 1'IAIE IN`,IIhiNIS 1#111 NAIIGNAI RESIGN SPFI.IFICATION FOR Wong OONSH ��•p
UIrIIDN SrF I=
SPACING SE8 above TYPE FITF'S
J013: 7-3122 LOT 41 T2 22' HIP 9 rHIS DWG. PFIEPARED BY T)IE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2x4 SP 12 N UPLIFT (LB): 440 440
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 21.71
TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 rOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NO'I BE LOCATED
WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTrOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+)=Gravity (-)=Up 1 i f t
------------------- -----------------------------------------
xxx UPLIFT xxx I xxx HANGER )lxx
H5 = -4550(Jacks Only) I HUS26 = + 2751# -1286# (10d 1ply)
MTS12 3 -1000# I HUS26 + 3315# -15501(16d 1ply)
MT912 -20001 (2 Each) I HHUS48 + 42990 -1660# (10d 2ply)
MTT28B = -3786#(2 Each) (IOd)I HHUS48 = + 51801 -20001(16d RPIY)
MTT28B -44551(2 Each) (16d)l HGUS48 - + 66401 -2199#11Od 2ply)
MST60 = -4688# Per 2ply) I HGUS48 + 80001 -2650#116d 2ply)
CS150 3 -1650# (Each) I HGUS5.5= +113351 -3945#(16d 3p 1y)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
4X5(R) 4X6
12
5 C�-- 1 .5X3 >3X
.5X3
3X4 (Al) ��` _ 3X4 (A1)
4'� 3x4 X4 _1._(�IQ' 1"2
--+- 4---22 n--1
Rv=889# U=440# W=3"B Rv=889# U=440# W=3"8
1
SEQ = 48076
PLT, TYP. -ALPINE DESIGN CRIT=TPI wrY = 1 TOTAL = 1 REV. 17.3u6 SCALE =0.3145
ALPINE LNGIHEFIIEH I+R000CIS, INC. IIIU5SES REQUIRE EXIREME CARE Ory/ �� TC LL 20 .0 PSF REF
AX IMPORTANTx>E SHALL NDI GE RESPON$IHLE FGR ANY WARNING IN HAHIIL TNG, ERECTION AND 7 7 c
ex
DEVIATION FIIOM 11115 OESIGN Oft INL5E SPLC1lI(.AIIONS, OR ANY UlIACING 5LE "If)-91 BY IPI. SEE ALIS UESIGN CT fln TC nL / ,0 PSF DATE 09/10/97
FALLUAE IO GUILD 111E LAUDS IN CONLOIIMANCE Wf IN GS(BB GY IPI FGR ADDITIONAL SPECIAL PERMANENT BRACING NE IA 011�11ALPINE CGNNLCIOWS ARE MADE OF 2UGA GAIV 51EL1 MEETING ASIM OUIRLMENIS. UNLESS 01NERWISE INDICATED, TOPBC LIL +O �(O� PSF URWGpA446 611 B E%CLPI A$ NOTED APPLY CONNLCIUIIS IU LAGII 1-ACL Of CIIGfIU 511ALL OE LAIEIIALLY BIIACEO MIDI 0110PEA IIr. LL 0 • `.' P5F GE"TRUSS ANO UNLESS OTHLIIWISE LOCAIFU ON 11115 IIL'aII:N. POSITION LY AIIACIILU PLYWGOO SHEATHING, UOIIUII CWADCONNECTORS PER DRAWINGS 1:10. 150 9 160A-i IM 51GN SIANDARDS MINI PROPERLY AIIACIIED RIGID CEILING - SEE 5 1 A 1 L 0OfIM W/API'LICAULE PROVISIONS Oi NOS C IPI AN ENGINLLR'S ALPINE IECIwICAL UPDATE 1//T/911 FUR PROPER -%:��10R,o.e:0Tt7r.ln. 37 0 PSF n�A LEN.
SEAL UN IVIS ORAWING APPLIES IU 111E COMPONENI UEPICIEO IILIIE DRYWALL APPLICATION. FURNISH A COPY Of R115 L'r �r ' ,- nHA.FAC. I .25
IN ONLY. ANTI SHALL NUI BE lILLILU UPON IN ANY NIIiLH WAY. DESIGN 10 lllL TRUSS tRECII(IN CUNFIIACION FREO 04"x'f(•f • flhlSs P(AIE INtiITfNIF Nllti - IW)) NAIIONAI III SION SPICIF'ICAIIGN FOR WI)RII CONSMICI1(IH ,1< SPACING 24 C" TYPO (-II PS
--
J 22 LOT 41 I3 22' Common
TOP CHORD
2SP #2 N THIS DWG, PREPkRED SY THE ALPINE JOB DESIGNPR PROGRAM FROM Tnss MrW5, V. YOLIT
BOT CHORD 2Xx4 4 SP 02 N
TOPROVIDE UPLIFT CONNECTIONS llAT BEARINGS AS INDICATED. (1991 SDC)
UPLIFT (LB): 440 440
WEBS 2x4 SP N3 BRG.LOC (FT): 0.00 21.71
TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT,
DEFLECTION CRITERIA I5 L/360 LIVE AND L/240 TOTAL LOAD. WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOnO
ENCLOSED OR FULLY OPEN BUILDING.
---------------------------------------------------------------
A GID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+).Gravity (-)=Uplift
---------------------------------------------------------------
--- I axx HANGER-------- ------ -- ------------
XXXUPLIFT
H5 -455#(Jacks Only) I HU526 = + 2751# -1286# (10d ]ply)
MT512 . -2000#(2 Each) I HHUS48 - ' 4299# -1660#(Sod 2ply)
MTT2BB - -37860(2 Each) (10(J)I HHUS48 + 5180# -2000#(16d 2ply)
MTT288 = -44554 (2 Each) (160)1 HGUS46 + 6640# -21Sq#(10d 2ply)
MST60 = -4688#(Per 2ply) I HGUS48 A + B000# -2650#(160 2ply)
C5150 = -1650#(Each) I HGUS5.5- +113354 -3945#(160 3ply)
- - -
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
4X4
12 1.5X3 1 .5X3
5 O
v '
v
3X4 (A1) 3X4 (A1)
4=1
—'� - 22'
flv=589# U=440# W=3"8 Rv=889# U-440# W=3"S
)
PLT. TYP.-ALPINE DESIGN CRI•f=TPI OTY = 2 TOTAL = 2 REV. 17.3u6 SCALDE =0.3145
At.PINL [rvGINE'EPE(1 1'PniluClS, INC Tnu55E'S REOUTAE EXIMEME CARE 09/ / �7 TC LL 20 . 0 PSF REF
XX I M P O R T A N T x 1� sPA1L NBI BE u15PGrv5nuE )Gn ANY WARNING IN HANDLING, EnECIION AND
OFVIAIION FROM IVIS OLSIGN ml 114`.4 31•ICu ICAIIUN5. ml ANY BRACING 5EL rNN 111 BY nil SLE MIS ULSIGN 5 T 9 TC OL 7 . 0 PSF DATE 09/10/97
n FAIL UNE 10 Nl11LB IIIL 111u5S IN COW UNHnN(:! XI Nr USIBO BY IPI FOR ABO)IIONAL SPECIAL. PERMnNEHI In1ACI NG/IE ('(
ALPINE CONNECIUI15 ARE MAOL OF 201A GMSTEEL MLLIINC. ASIR OVIREWENIS UNLE55 ONIEMWISE INDICATED, IOP142319 ��� E3C DL 10 •0 PSF DAWG
A445 Gn B EXCEPT AS NOILO APdL Y CONNLCTO115 10 LACH FACE UE CHORD SHALL BE LAIEnALLY BRACED H1(11 PNpPEP, / FF��E(-�pp
TRUSS AND UNLE55 GIIIERWISE tOCA1EO ON THIS OE5(GN, POSITION LY AIIACIIEU PLYW000 SNEANIING, BOfIOM CHOIR) r LIC LL 0 . 0 PSF GEB
CONNECIOPS PER ONAWING5 130. 150 6 T6UA•F LILSIGN SIANDARGS W111{PRgPEnLy A11ACI1EO IIIGI❑CEILING -- SEE 6 1 1 1 L U i
CONFU1IM H/APPLICABLE PROVISIONS 01 NOS 6 II11 AN ENGINEER'S ALPINE IEC)INI CAL UPDATE 17/1/811 FOR VIIUI'En Lop L�
Y TOT LD. 37. 0 PSF O/A LEN.
SEAL ON 11115 00AWING API'L IES 10 THEY•rrr
COMPONENT 11,01 4EO HERE UNYWAEL APPLICATION. FunN1511 A COPY OF TNlS /'',�s •I •" •y•`�Q DUR.FAC. 1 .25 _
1I� IN ONLY, AND 511AL1 h01 TIL "LL Ik 11 uNBry 1N ANY 4111E 11 NAy UESIGN Iq NIE NLUSS ERECTION CONIRACIOR. /EpED 4Et1(,
IPI Nuss PLAIT INS1110IL Nus - IO'II NATIONAL DI'SION SPFCIFICAIION FOIL WOOD CONSrMiCTION SPACING 24.0 ITYPE COMN
Job: 7-3122 LOT 41 T4 22' COMN GOR (2/PLY) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 P 02 N
5
BOT CHORD 2x6 5P M2 N 2 Complete Trusses Required s
WEBS 2x4 SP 93
NAILING SCHEDULE: (0.131x3.0 nails)
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. TOP CHORD: 1 ROW [+ 16" d.c.
BOT CHORD: 1 ROW @ 12" o.c.
THIS GIRDER DESIGNED TO CARRY 15-00-00 TRUSSES FRAMING TO WEBS : 1 ROW @ 4" o.c.
BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS
FROM OTHER SIDE. IN EACH ROW TO AVOID SPLITTING.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" OX, PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 S8C)
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, UPLIFT (L B): 1600 1600
BAG-LOC (FT): 0.00 21.71
TRUSS DESIGNED FOR 100 MPH WIND, 15-00 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
ENCLOSED OR FULLY OPEN BUILDING.
---- --------------•-------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+)=Gravity (-)-Uplift
---------------------------------------------------------------
xxx UPLIFT xxx I xxx HANGER xxx
H5 y -455#(Jack5 Only) I HUS26 + 2751# -1286#(10d 1ply)
MTS12 -1000# i HUS26 a + 3315# -1550#(160 1ply)
MT512 -2000#(2 Each) I HHUS48 y r 4299# -16601 (100 2ply)
MT72BB 37860 (2 Each) (10d)I HHUS48 F 51801 -2000#(16d 2ply)
MTT28B -4455#(2 Each) (16d)I HGUS48 = + 6640# -2199in Od 2ply)
M5T60 - -4688#(Par 2ply) 1 HGUS48 + 80001 -2650# (16d 2ply)
C5150 - -1650# (Each) I HGUS5.5- +11335# -3945# (16d 3ply)
--------------------------------------------------------------
REFERENCE HOLMES LUMBER OETAIL SHEET FOR UPLIFT/HANGER DETAILS
5X5
12 4X5 4x5
5 O
V V
4X7 (Al) r 4X7 (A l)
3X7 4X7 4X4 3X7 — E}
1 �—�--- 22' VT��
Rv-3475# U=IBOO# W=3"B Rv=3475# 0=1600# W=3"B
_ SEG = 48060
PLT, TYP,-ALPINE DESIGN CRIT=TPI QTY= 1 PLIES= 2 TOTAL= 2 REV. 17,3u6 SCALE =0.3145
7 F-�//��FF��_r ALPINE L&GIYEIIIED I'I0OUCIS, INC F� �. IIIUSSES NEUu1NE E%IIIEME CAME On / /�� TC LL 20 .0 PSF REF
X M I MPOR I ANT H M 511AI L NO1 DE NESPUNSIM E FnH ANY Ar1N I NG IN HANDLING. EREC11ON AND J/ / '7 (1 (�
UE VIAI IUN f1111,M 11115 ULSIGN UN hIL BE SHE 1.11 ILA I IUNi, UII ANY GRACING SEE H1B•91 UY IPI SEE THIS DESIGN s I }7�_ TC Qt_ .1 / . O PSF DATE 09/10/97
` 9/10/97
f Al111111 10 IIUILU IIiE IRUSS IN CONIUHMANCL WIHI 0511x1 BY 11'1 FON AGGIfIONAL SPECIAL PER-ANENI DILACING HE �P1 lr l�l��lifC,f� y0 0 PSF QI'lWV
ALPINE CONNECIORS ARE -AGE OF 2UGA GAIV STEEL MEEIINC ASIM UUIHEMENIS. UNLESS OFHEPWISE INRICAIED, IUP a271;" �,, E3C DL
O A<AG GR B ExCEPI AS NOIEU APPLY CONNICIUNS IU EACH FACE OF CHUIIO 511ALL BE LATERALLY DRACEU W1111 PROPEII r� cc''C L LL 0 ,0 PSF GE
TRUSS AND UNLESS U11IERWISE LOCATED ON 11115 DESIGN. PU5111ON LY AITACHED PLYWUUD SHEATHING, BOIIO-CHOW U
CUNNEC TORS PEH DIIA-ING5 I7O, 150 6 I6UA-F UE SIGN STANDARDS W11H PROPERLY Af TACOED RIGID CEILING -- SEE a S 1•1 E o E
F TOT_L0 37 .0 PSF O/A LEN. 22-0-0
CONI MIN n/APPLICABLE PNGV IS TUNS Of NUS C IP1 AN ENGINEER'S ALPINE TECHNICAL UPUAIE 0/l/Ull fOR PROPER +�Y DAL 1�'Y OMS q.
SEAL UN 11115 GNAWING APPLIES IG HIE CO-PONENI DEPICIED HERE DRYWALL APPLICAIION. FURNISH A COPY OF 8115 Cf .w (cry QUR,FAr.. 1 25
IN RN,Y, AnU 51,ALL nDl m ILL TLB 10Un 1N ANY RH,u+ WAY DESIGN rn IPE muss Eu1cI IDN CUhi11AClUR s/REO�ElyGti�
• If•t - 11115`,;PI AIF IN'illllllf NI)S - 1'1111 NAIIONAI DESIGN SPECIF1CAi1RN FUR WOOD CONS11111CIION SPACING see above (ypE COmn
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NOTES: VA �:�` c�. c•IRl rl� ... �, ,
1) All exterior walls are 2 x'FI except as noted
2) All wall thicknesses are nominal 2 x 4 4" +�1
and quantity of all exterior steps are
3) The size a q y p
to be field determined by others. � �►� . � .,.
4) .All,plate and ceiling;heights are taken From
. the top of house slab/block.
r
S) Verify the kitchen and vanity layouts with
'i . . .... 'the details done 1]y others.. �..,b .,Y.�,�.,.. I.rrr,.�n,��,,�.,•P.,, .._.,:.�..�..�......�....�,�.,.........,.._......�......�.......,,�....�....ru:..:.. 'tC .
1.1 X•l �i �,� � �• h
: b) Alt angles are 45'unless otherwise noted. ! � � - ��
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