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:(ME1B01-MEGHDADI /.x1601 PLAN -D1 'FEWED ) TUTS OWG"PREPARED PROW COMPUTER INPUT (LOADS bOINENVIINS) $0911ITTED DY TROS W li
THIS OP.AWING SHOWS REPAIRS REQUIRED FOR NEW BOTTOM CHORD PROFILE. SEE,ORAkING CAI15R427 01247010 FOR LUMBER, PLATES, AND OTHER
DATA NOT SHOHN,,HERE. ti
> SHORE TRUSS TO RESTORE TO•PRE-LOADED CONDIT - - - AFTER COMPLETION OF REPAIRS, TRUSSES MUST OE INSPECTED BY THE
c REPAIR PROCEDURE _ _ _ _ _
IbN. TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE
> DD NEW WEDS AND CHORDS AS SHOWN DELOW. COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS.
> K0 TRULQX PLATES`AND PLYNB00 GUSSETS AS SHOWN BELOW.
> REMOVE SNORING. 11 GAUGE (0.120">i1.376') NAILS REQUIRED FOR TRULOX PLATE
ATTACHMENT, NAILS SPECIFIED IN CIRCLES MUST DE APPLIED
LUMBER TO EACH FACE OF EACH TRUSS PLY. SEE DWG.160TL FOR NAILING w
o DOT CHORD• 2X4 DF•L'#1 AND TRULOX PLATE REQUIREMENTS.
WEDS- 2k4 PF -L Standard '
WATCHED AREA. INDICATES 3/4• PLYWOOD GUSSETS ,APA RATED 24/16
+I t SHEATHING, EXP:1, :;ULLED'OF SURFACE DEFECTS !F SMALLER THAN 24•
SQUARE. NAIL ONE,GUSSET TO EACH.FACE OF TRUSS. THROUGH ALL OHORO
z AND NED MEMBERS, WITH Od (.131"X2:6•) COMMON WIRE NAILS TO EACH
a FACE OF TRUSS. SPACE NAILS, NO CLOSER TWAN B ROWS 2" 0/C AND a
r DY CIRCLES
STAGGER ROWS TO PREVENT SPLITS. MINIMUM NUMBER OC NAILS INDICATED'
12"X12'
3 NOTE -EDGE DISTANCE. END'DISTANCE AND SPACING FOR NAILS
3' SHALL BE SUFFICIENT TO PREVENT SPLITTING OF WOOD.
6XLOTRULOX A
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INIT TNjt 1p e'OAOVAIO OA „ INITt IOD, NADI{6A, Y1 111 IL, TOA fAPtTV INAC y
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A 1> Y NI C AAACINA 01.7AUAft>+ Tlllt O[fi1N CON10AH1 NIIM AINLICAI4( PROVISIONS O1I AOf (NATIONAL De11OA E
1 LA F 'teECIFICRT IOit full Isola At 111t AMERICAN PoAttT AMD PAPER' AtIOC1ATION) AW 11`6 ALPINI. : •. Da Ol
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It
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THI(HES ORAtIMG SNOWS/REPAIRS REQUIRED Fp�9770--•D2 RENED )
?Hi5 DNG PREPARED FROM COMPUTER INPUT (LOADS & OIHENSIOHS) ,SUOMtTTEO BY TRU55 MFR+
I NEN BOTTOM CHORD_ PROFILE. .OND OTHER
SEE DRONING CAUSRRE fOR LUMBER, PLATES
1 AFTER :coMSHOWN,H 427 OI2a7020
0DA
TRUSSE
c >ESI flEPTRU55UT0 RESTORE 1'0 PRE LOADED".CONDI71ON. TRUSSNMANUFACTUREOF REPAIRS, BUILDING
DEPARTS INSPECTED BY 711E
- .., R OR LOCAL BUILDING DEPARTMENT TO ASSURE
49 >•ADD 'NEM NESS AND CHORDS AS SHOWN BELOW. COMPLIANCE WITH ALPINE DESIGNS AND: SPECIFICATIONS.' ;
ADD TRULOX PLATES AND PLYWOOD GUSSETS AS SNO)►N BELOW •' 11 GAUOE`(0.120"%1.375") NAILS REOU)REO FOR TRULOX PLATE
i > REMOVE SHORING, +ATTACHMENT. NA1LS'SPECIFIED IN CIRCLES MUST BE APPLIED „
!I LUMBER 'SI(EOULE...+...;.+... TO EACH FACE OF EACH TRUSS PLY, SEE DWG 160TL FOR NAILING
` TOP�CHORO 2x4 OFA #1
AND TRULOt PLA TE'REGUIREMENTLI %
8OT CHORD- M DF-L.#1 WATCHED AREA INDICATES 3/.4" PLYWOOD GUSSETS AP.A.RATED 24/16 - T
Rt Wedge- 2XID DF-L and SHEATHING+ E%P.1, CULLED OF SURFACE DEFECTS IF SMALLER TITAN 24" 4
L Stand
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z AN0 NER MEMBERS. WITH Rd (.131"X215") COMMON HIRE NAILS To EACH T
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DY CIRCLES. '
12 X12 Y
3 NOM EOGE, DISTANCE. END DISTANCE AND SPACING-FOR NAILS
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fLA1DARIR6 YYESE`fUNCT IONS. UNLESS DINCRWISE INDICATED, TOP C110N0 SHALL MAT[ floplILY AITACHIO -
'1 SIAUCIOIAL PARILs. 1101101% CHORD TNALL NATC' A IRMALr ATTACGIO-RIOID C1I1IM6, ••['• i5 - 11
CA 427 013.91013
-IHPOit: INC, ;SMALL NOT C FT of THIS FOR AYI' DEVIATION MON TNIL. AACTORI ANY /114105 li-TO B DL +'^'--`�
•PoDUCj%j INC hAILI NM A CtlRE Of THIS VISION TO _TMC IATIALLAi IDry GaMTRACIOA. ALPINE EN61MLE01t0:
w G IEA7INO. RAYOl1N0 -{Y11 IMO, INITALLINM AND O BC LL' 0.0 PS A-END'RWL f 01+�1i
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- MACIY6 0f TNUIitf: YNIf OC{Iee CCBFDNNS MIT ArruCAnL PADVISIO I DI �01 (�ALrINt Be 13 Ol
A NN III, t AAEPNAOI of 204A ARM 46[1 GA40 SALT. STEEL !11CIPT A% 1010. APIIn CORRECTORS'TO t # -1'DT . LD • 2 8.. 0 PS SEON 406150 r,
EACH FACE 01 101"53, AYO UMLCSf OTII[AYIS! LDCAT[0 OM IMIS OliION. rtlslnDN ctlpNlcrGls fu CIV11 `. DUR.FA^,. 1.25 FROM .XD
'i i CETCd piTIIIUCIt'I06+ DRAWINGS 160 A•I, Tot SEAL ON THIS DRAWIMG ItO1CAtEt ACCEPTANCE Or IpOFl36tONAl EAaIY[ERIAf.
AlA( int B R n RISFeN10311TIt Ie IINI SECTION Z. NT 0[f1aN fX04R. TM! EUITADILITT ANO Uft Of Tp1E' 9)�
P balYnlCtdD,CA95a1tl CaNWYfYT FDAAN1 PAAllcYLAR 1,10106 IS TAEAffPONSISILITT OI T" 6Ultol" O[i1oM[R. rEA OFCALIF SPACING 24,0"
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'
THIS DRAWING SNOWS REPA[ft5 ftEQU(RED f0 2HEN ,PRbFILE. 'SEE'DRAWING CAUSR427 01247010 FOR LUMBER, PLATES; A0,C)THER
BOTTOM CHORD
DATA NOT -SHOWN HERE,.
`I
REPAIR PROCEDURE ______ .................. _.._... ......... AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED, BY THE
C)
LQ
..........
> SNORE TRUSS TD
RESTORE TO PRE -LOADED CONDITION.' TRUSS MANIIF//11CTURER OR LOCAL BUILDING DEPARTMENT 70 ASSURE
ADD NEW HERS AND
CHORDS AS SHOWN BELOW, COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS,
-
> ADD TRULOX PLATES AND PLYWOOD GUSSETS AS SHOWN BELOW,
> REMOVE SHORING, { 1,' .11 GAUGE (0.120'X1.376") NAILS REQUIRED FOR TRULOX PLATE
ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST DE APPLIED
+ -
A
LUNGER ILING
SCHEDULE: TO EACH FACE OF EACH TRUSS PLY. SEE DWG 16OTL FOR N
'
BOTTOM'CHORD• AND TRULOX PLATE REQUIREMENTS.
'
2x4 DF -L jil D. 2X4 W4 ipi16BeEq
WEDS• HATCHED AREA INDICATES 314* PLYWOOD GUSSETS APA RATEO 24/l6
2x4 DF -L Standard, W1 2R4 OF>L f1R8et:t SIIEATHING,'EXP.1, CULLED OF. SURFACE DEFECTS IF SMALLER
To tACII OF TRUSS, THROUGH
THAN 24'
ALL CHORD
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AND WED MEMBERS,
ONE GUSSET FACE
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OF NAILS INDICATED
' BY CIRCLES:
1
3
1
IB"X1 3 WOTEDGE DISTANCE; END DISTANCE AND SPACtNG'FOR NAILS
EL
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'•INPORTTANt^' IUANILM A ODPY or'TNIt N1110N;1D 1tlNI 101TTALLAIIOI CONINACIDN, Atrll[
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BUILD IY.SiRUtttt IN CONIOANANCL'MI1N lilt OA' IAIRICATINN ryANDIIRDF]NO TNI INSTALLING AND
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17
PSP # PERMIT # NAME
1.273.10 Turnouts. Driveways exceeding 150 feet in length', but
less than 8001 feet in length,,,shall provide a turnout
near the midpoint of the driveway. Where a driveway
exceeds 800 feet, turnouts shall ,'be provided no more
than 400,; feet, apart.
[�}
1273.10 1 Turnaround.: A .turnaroundshall be provided at all
building sites on driveways over 300 feet in length and
shall bewithin 50 feet 'o£ the building.
i
1273.11 Gates
,..' Gate entrances sha11 be at least two feet. Wider than
f
the roadway i,: sPrv°es.
[�([
2; The gates must be located at i; ,c;,;;30 tG`jt £rocs the
roadway and,shall open to allow a'vehicl'e to stop
without ,obstructing traffic on that roadway.
'3 Where a on road with a single traffic lane
provides entrance, a 50 foot turning radius shall be
d
used. ,
,�'ue1 Mod„ifcation
1276.01 Setback for Structure 'Defensible Space,
[ (
1; All parcels i. acre and larger -shall provide a mini.,
mum: 30 foot 'setback for buildings and accessory
buildings from u13 ;property lines and/or the center
of.the road.
[
2, For parcels less than''l. acre, local jurisdiction
siia'll provide': for the same practical .effect. See
other Requirements below:;
[
1276.'02 b sposa1 of Vegetation and ;Fuels; Disposal, including
chipping, burying, burning, or removal to a landfill site
appxs±ved by the. local jurisdiction, of f,.lammable
vegetation and fuels caused by ;site development and
road and driveway construction and fuel
conet`;�uc.tion,
modification shall ba completed prior �o.completion of
i. of Of 'a building
road construction `Jr final
Permit:
Page 2 of 3
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