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.- � -, ' � _ . ._._ _._ . _ _. _ _ -- .. __ . . . . . _ . _ ___ __ _ _ _ ___ _ _ 100 YEAR FL000 PLAIN
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66 -- -- __.,_ , " � 2 .5PINE --- -_ � � � 7 � r_ - - pREPARED FOR T. O . V. DATED ii / 2 / 82 _ 1
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N N _r---'""�! NOTE � ELEV. BASE SWR . MH � 7 , LOCATED SOUTH QF UNIT i
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SETBACK � i 8180 RIM = 6180 . 5 \ �.
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I DATE OFSURVEY � 2 / i5 / 91 ,
SCALE i ' � = l � �
UNIT 4 tJNIT 5 NOTE � COM8INED AREA OF LOTS 48, 5 S O . i067 AC .
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VAIL VILLAGE FOURTN F ! LING �
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SURVEYOR ' :� Cr, kT :I: ?' TCATH. i'f� � O �
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i , Stan Hog € eldt , a Professic� nai Land Surveyar registered ur7der 0) �j �
t. he laws cf the Stat: e of Color � c3o , do hereby certify that thir., � �
� opograpnic survey �aas made by m �: arid under my su ��.e � �ri, sion , a :, <:
t. hat the survey is accurate anc3 co � rec_ t. '� o ,�� �^, ",�X'� S,t��; of my \
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<' � � 1 ; rac� � P . L . S . ?. t� s9i$
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OVERHANG � 8179. 5
' l . 0� SPRUCE
� F�?ST FLOOR DECK � '-" ^'�[
i j iTEP NOTZCE :
�- - - - - - - -
x - -' � - - - Accordinq to Colore�o law you must cosnmence any legal ac � ion based upon any defect
8179J in Lhis survey witi::.n three years after you first discover surh defect . In no event .
may any action base� upon any defect in this survey be commenc�d more than ten yea�s
W�� from the date of th> certification shown hereon _
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Li �NT POLE UGHT POLE 1 .5 SPRUCE �p�R�PH IC SUR 1� EY
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� � 25.00' � 25 ,po' oo FORBES / PARKER CONDONIINlUIi�S & MURFREE CC?NDQM!!VlUMS
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41. 199 Nighway 6 & 24 , Eagle - Va �i '
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N N ( -"' "���_ NOTE � ELEV . BAS:E � SWR . MH 17 , +� O�CATED S �OUTN O�f UNIT �
_ � r - INV. = 8165 . �
50 CREE K __. ----'
SETBACK _ - - -- - - � 8180 RIM = 8180 . 5
DATE OFSURVEY � 2 / 15 / 91
SCALE I � � = 10�
UNIT 4 UMT 5 NOTE � COMBINED AREA OF LOTS 48� 5 IS c� . � 067 AC .
VAlL VILLAGE FOURTH FI LING
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SURVEY � R ' S C �-. KTLFI. CATF. � O Q
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I , Stan Hoqfeldt. , a Professi. ar} al Land Surveyor r. egistered ur; de .� 0': Kj
t. � e laws of the State af Col. c> rac3o , do hereby r. ertify th � t thi :> �
topvgia � nic survey was made by �tc: and under my suF� � � �ri, sion , ar� ei
t_ hat the survey is accurate anci corre � t to �`�e ° �t� �; �� : of my
knowlec� ge .
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Stan Hoqfeld .
c' � , s : � raav P . L . S . ?. E��� 9Y$
BUI� DIN6
OVERHANG � 8179. 5
' I .O� SPRUCE
J F1RST FLOOR OECK �' — ^�[
; ; STEP NOTTCE :
�- - - - - - - - - - - - - - � .
According to Coiorado law you must cosmnence any legal ar_ � ion based upon any d�efeCt
8179J in Lhis surve witnin three *-
y years a£ter you first discove _ such defect . In no eventr
may any action baseci upan any defect in 't.his survey be commenced more than ten yea,rs
WOOD from the date of. the certification shawn hereon _
� WALK
,
UGHT i'OLE LIGHT POL £ � .5� SPRUCE TOPUGRAPH IC SURVEY
� � Q � . 6� PINE "
� � °� 25. QO' `� 25 .00' `�'oo FORBES / PARKER CON�MI�IIUMS & MURFREE Ct�NQQM#f�fUM�S
� --- S7�° 20`OC�' E s�°�o`oo"E VA I L V l L � A G E F O U �t T H F � L ! N G
� =- _ =-= - ==-= = - =- _-- - = - _- - - - - = - - _ -
41.199 Nigfi�way 6 £� 24 , E.ag!e - Vad °
TIMBER WAI.L
Posr o���� QoX , z3o x8� i�e .s s,►iEO � ��7g3 T4W N {JF VA ! L , E AGLE CC} UNTY, COLORADQ a :
Edwa�ds, CO $ t �32 8t81.5
EQfE OF PAVEMENT St8f ,3
: 303-949- 14(}6
: , M . POST PEBRUQRY 21 , � 99t � �C}�
GENERAL NOTES
� _ L ivE LOaDS uSED iN DES iGrv _ Gwathmey
Pratt
A _ ROOF ( SNOW LOAD ) 100 PSF SChUItZ
B . TYP ICAL FLOOR 40 PSF ����. p•�
�� � 7D00S. Frnntsge Rtl. Wast �
D . I MPORTANCE FACTORS va�i, cawaao a�ss�
CATEGORY 1 r�: �s�m b78-1147
Fax: ( 970j 476-1612
SEISMIC FACTOR 1
SNOW FACTOR 1
WIND FACTOR 1
E _ wIND .
3 SECOND GUST 100 MPH
FASTEST MILE 80 MPH
EXP05URE B
�
F . SEISMIC
SITE CLASS D
CATEGORY C
SS 35
S1 8 _ 1
2 . 08SERVAT IONS:
A _ STRUCTURAL OBSERVATIONS
1 . STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE
CONSTRUCTION , SUGH OBSERVATIONS SHALL NOT REPLACE REQUIRED
INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS ° SPECIAL
INSPECTIONS " AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL
BU I LD I NG COD E .
3 _ FOUNDATIONS O
A . THE ALLOWABLE SOII. BEARING PRESSURE ASSUMED IN DESIGN IS 2000PSF . ' 1
� V
4 . STRUCTURAL STEEL J
A _ ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 ` —
Z �
B - STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE �
LATEST PROVISIONS OF AISC " MANUAL OF STEEL CONSTRUCTION _ " .,
5 . WOOD � �
� �
A _ AL � FRAMING LUMBER SHALL BE DRY DOUGLAS FIR , LARCH , GRADED BY WESTERN 1MOOD �
PRODUCTS ASSOCIATIpN AND CONFORMING TO INTERNATIONAL BUILDING CODE AS FOLLOWS: „ 1 �
I.i.l
2 " THICK — 4 ° TO 6 ° WIDE ( WALL STUD ONLY ) STUD Fb = 700 PSI �/ �
2 ° TO 4 " THICK — 6 ° AND WIDER NO . 2 Fb = 900 PSI ° O
5 ° TH I CK — 5 ° AND W I D ER NO . 1 Fb = 1 350 PS I � _
NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO
ALLOWABLE STRESS INCREASES . ' ' , Z
B . PROVIDE CROSS BRIDGING NOT OVER 8 ' ON CENTER FOR ALL 2X WOOD JOISTS AND 2X � �
SO � ID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS . � �
C _ FASTEN ALL 1MOOD MEMBERS WITH COMMON NAILS ACCOROING TO THE IBG �
SCHEDULE TABLE 2304 - 9 . 1 UNLESS OTHERWISE NOTED _ � �
D _ LAMINATED BEAMS � G�
1 . ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 �\+
PERCENT MO I STURE CONTENT I N ACCORDANCE W I TH V1� L IB . ALL S IZES SH01M�
ARE NET _ W
2 _ LAMINATED MEMBER SHAL � BE DETAILED ANp FABRICATED IN ACCORDANCE �
WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF
STRUCTURAL GLUE LAMINATED TIMBER , LATEST EDITION AS PUBLISHED BY AITC _
3 _ PROVIDE UNITS CONFORMING TO AITC 117 , 24FV$ , D _ F . FOR CONTINUOUS
MEMBERS AND CANTILEVERS AND 24FV4 , D _ F . FOR SIMPLE SUPPORT MEMBERS _
MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFAGE CLEARLY
STAMPED ON EACH MEMBER _ t z,� �� � � ��.�: �� * � µ
E _ PLYWOOD DECK AND /OR OR IENTED STRAND BOARD _ ;�"��� � � `a ""�` � � � `'`' �'� � � '' � `� �
7 _ PANEL TH ICKNESS SHALL BE AS SHOVNV ON THE DRAWING � APPL ICAT ION SHALL �1 d �� Fk ` y �"� � �} � � ' � "�� �
'V ^ ry� ��
BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYW`pOD
ASSOCIATION .
2 . EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE — TRADEMARK OF THE
AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF
U _ S _ PRODUCTS STANDARD PSI , LATEST EDITION FOR PLY1Nl70p _ ALL PANELS
WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE
WEATHER SHALL BE OF THE EXTERIOR TYPE _
3 . FOR FLOOR ING USE 3 /4 " T &G STURD — I — FLOOR SHEATH ING GLUED AND NA ILED � ° ��aY,�,e,,,s�„,,,�
W I TH 1 OD NA I LS AT 6 " ON CENTER ALONG PANEL EDGES AND AT 1 2 " ALONG � nnR'�n��'Ra'�Nac
INTERMEDIATE SUPPORTS . �
4 . FOR ROOF USE 3 /4 " ( 48 / 24 SPAN RAT ING ) EXPOSURE I SHEATH ING NA I LED e�"�e.i$°,°,�,w°'�,.no;c�n�
WITH 10D NAILS AT 4 ° ON CENTER ALONG PANEL EDGES AND AT 12 " ALONG w.����' "
Sdidl=Mditecb, P.C. and N na ta
IN M IA U .
M u�ed, l� Wtde or hpM,far�q
5 . EXTER IOR WALLS SHALL HAVE ONE LAYER OF 1 / 2 " EXPOSURE I PLYIMOOD OR � °"'.,,,,'„�;�;E�:�,,,,,
OSB SHEATH ING NA I LED AT 6 ° ON CENTER ALONG PANEL EDGES . ��., �mRa�, a. �a�.YS��
6 _ FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN - (�
PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED .
F _ PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND
SHALL BE ° BCI — JOIST " AS MANUFACTURED BY BOISE CASCADE CORPORATION . Date:
ALTERNATES SHALL BE REVIEWED BY THE ENGINEER . TO BE CONSIDERED , '� .1 ,1
ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENOING , SHEAR AND DEFLECTION OS/ IH/O�-F
EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE DRAWINGS . WE8 BLOCKING
AND BR IDGING TO BE AS REQU IRED BY THE JOIST MANUFACTURER . Revised:
G . LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS
GAPAC I T I ES- FB = 2800 PS I , E = 2 , 000 , 000 PS I , FC = 750 PS I , FV = 285 PS I _ BU I LT UP
MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS '
RECOMMENDATIONS _ CONTRACTOR SHAL � HAVE THE OPTION OF USING 3 1 /2 " OR
5 1 /4 ° W I D E ME MB E R S . ������g� ����0���
`�'4 �5 py n y L�.B
6 . GENERAL ����,R�;e� (� ( , � ���,ry,��6��
. � � '"y } R�.`��,°a,��,��°,
A _ ENGINEER ' S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS _ • � �g;
�.';' � m�
B _ VER IFY ALL OPEN INGS THROUGH FLOORS , ROOF AND WALLS WITH MECHAN ICAL AND '9 "�P i�; � �±,
ELECTRICAL CONTRACTORS _ VERIFICATIDN OF LOCATIONS , SIZES , � INTELS AND � �
r � � ;� �
REQUIRED CONNECTIONS ARE CONTRACTOR ' S COMPLETE RESPONSIBILITY . ` ` . "� `w
� � , �y �,�>
r . f
w a ! �
a � C . PR IOR TO INSTALLAT ION OF MECHAN ICAL AND ELECTR ICAL EQU IPMENT OR OTHER ��'�2�;��"` �= v"�,� , ��'�"'�
�„ ITEMS TO BE ATTACHED TO THE STRUCTURE , ENG INEER ' S APPROVAL OF CONNECT IONS ����"�E����;'�`'W�, T
� AND SUPPORTS SFfALL BE OBTAINED _ UNLESS SPECIFICALLY DETAILED ON
° ARCH I TECTURAL AND STRUCTURAL DRAW I NGS , RESPECT I VE SUBCONTRACTOR 5heet Number
i SHALL FURNISH ALL HANGERS , CONNECTIONS , ETC . > REQUIRED FOR INSTALLATION OF
o HIS ITEMS .
m� D _ A � L DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND S � . O
ARGHITECTURA � DRAWINGS -
i
o � � ,
ar° � E _ CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS _ IF CONpITIONS
=o o ARE DIFFERENT THAN ASSUMED , NOTIFY ENGINEER . ;�
�
Gwathmey
Pratt
Schultz
24 '— I "
iva,isecm. o.o..
1000 3. Fro�tgge Rtl. Weal
�Xb AT I '-4 " va�i, caornao e�ss�
re�: ( 9�� a�e-� �4�
Y�IOOD STUD F&x: ca7o� <�s-,s+s
BEARITVC� WALL
STEP TOP STE�' TOP
OF WA.LL OF WALL
_ � �i RE : P.RGH RE : P.RGH
i
I � II I i
— - --- � i C2 - I 3/4 " X "7 V2 " V .L . C2)- I 3/4 " X "i V2 " �/.L .
�
, � I I
I \ �� (2) - I 3/4 " X II I/4 " V.L . i I II
C2)- I 3/4 " X 7 I/4 " V. L . ��--_ i I � i
WITH 3/4 " m X P5 " EMSED i `-- ---� I
EPDXY ARGHOR AT I '-G) " ; 2X8 AT I '-4"
(IN GROUTED GELLS� '' / L�IOOD STUD WALL
(TYPIGAL) _ / I p.5 REQUIRED .
� �� ; PRO�/IDE 2X8
� ' (TREATED) F'L.fkTE
3) - I 3/4 " X 7 I/4 " �/.L . �� I 3/4 " X �1 I /2 " V.L . i � L�IITH I/2 " � ANGHOR
f�T I ' -O " � P.T I '-4 " i BOLTS AT 2 ' -O" IN
� ;_r--
�� � C�ROUT�D GELLS TO
3/4 " T86 FL � __ `� TOP OF EXISTING
�
SHEATHMG T �I 3/4 "` T � G PLYY�10pD GMU WALLS
MATGH EXISTI ROO�SHEATHINC� Q
� ELEv.B.TION - � �
j U
�--, -_�--; , LLJ
--J �._. /
� � ��v � ( V '
� � � � � Z >
�� � �__ !� � � W �
_ — 6 3/4 " X I " G.L .( � "1 " X IS " V. L . -- - -- - - - -- - - i Q m
- - - - � �
I� i / I I � i � ..
ii �, I � � I / , t!�
r �
�' E STI riG F L i '� \ „ ., � W W
;�_ ' � --- FR MING TO � i � �T/4 �X G I /2 V.L . � ' B�ARING PLAT� � �
�__ E AIN �
, �i 3/4 " X 6 " X I '-O" O
' ' � i ij ' � I � � I i I � ��' I
L�11TH (2)- I/2 "�DHA .S. � T
� � � � �i � i � � ' I I � ;� ' �i ; ' � � �i
li C6ROUT GELLS B�LOWJ y
( � ' '� � ! ',: ;I �i — �, � � !j � I �' � i i � 7
i I i I ` � i i �i � �I � - � i il II �II i li I / /' j I � �I�i i I i w f�
� � i i ,
; ' � �i � ' � � I ' � �
ii � � � i I I �i � � N I � BE M TO REMAIN �
� �—� ,� o o -� o� i I O
�; ( ' i
I i I , �
, I � � rn
� _ ^ , I v!
--� � _ �
; � � i �
I � ,'
EXISTING BEAM A �A/T ROOF TO REMAIN �I L
I i Ili i � - — --- !I �
�- --- ( i
� I -- ' i �,I II �
UJOOD F �',,4MINGc N � TES : I-- --
,
� �--� � ', ,
� ;
I ':, I I� I
I . GOIVTRAGTOR SHALL GAREFULLY EXPOSE EXISTIT�l6 �T GTURAL ' �- �
DEMISITIG WALLS RND VERIFY TYPE .4ND QUALITY O � I E ISTII�IG � li �—
WP.LL G01�15TRUGTIO1�l. ROOF F.ND FLOOR B�.4RIIVG P1ND OR '' ' i
, �- � � �
,
GONT�IEGTION DETAILS WILL BE PURNISHED BY �NGINE � R UPO1�1 REl/IEY�t i I i
OF EXISTING GONDITIONS i ( '
� I � � ADD C3) -G6X8X� CMINIMUM) �
2. GONTRAGTOR SHALL VERI �Y NORTH WALL GONSTRU TI N AND I STEEL GHAN1�lELS INT� �I XISTIT�IC� FLp.T ROOF �
GONSTRUGTION 1�lEGE55?.RY Tp i�LL01^i DOUBLE VER�P. ftM TD ___J EXISTING FLOOR FRAMING I FRp.MINC� TO 2EMP. IN ;
BEP�R ON EXISTING TOP PLP.TE . BEAR ON EXISITT�IG SEAM I !
.�aND EXTERIOfZ Y�IALL !
3. "V.L ." InIDIGATES �/ERSA- LP.M BEAMS, AS Mi4NUFAGTU E BY E3015E �___ LAG BOLT !iT 4 '-O " (MAXIMUM) I I ' mcoovnanc
�i Archi[ects P./P�t�schuttz
GASG.4DE GORPORATIOI�l. i4LTERNP.T�S SH.4LL HA\l T E Sp.ME OR Tp �X15TING JOISTS wiRgn� Re��.�a
GREATER GAPA�GITY A5 LI �✓TED IN THE STRUGTUR.4L �E ER.4L I ' i
NOTES. � 'I I '
' rn. ao«m«n. .na �r�aa .ai
� j j I'; i i tm�mm.imw�wm«waw�ia�wa�.r
4 . Q INDIGATES GOLUMN DOWN ONLY - MULTIPLE 2X F � NOTED � i i ( I sa,,,"°�"�`�',�,., P.°"'c"�"a';nae,
ON PL�NS. � ��� j � � � I
W uwd, ln vk�Ws or Yiprt far�q
aen.� M�u».au.�
� \ i � i 1 !��Ptif. Mar &�dny9d+11t
5. � INDIG?.TES GOLUMN UP AND DOY�1T�1 UNLESS IT BEA�2 T�t � � ' � �
GOT�IGRETE JNALL OR FOOTING BELOY�I, OR IT IS LABE�E UP ON Y. Q i - �
i � i ! � !
b. HEI�DERS SHALL BE �3) - 2X8 UNLE55 NOTED OTHERY�tI E . � I f � � � I
H��4DER5 SHALL BE BUILT OUT TO 5 I/2 " (3 I/2 ") V�11DTH \ j � ,� � [ { � I , �
ADDING PLY�OD S�AGERS �4S REQUIRED . � �� \ //j� �� ' // —� � �� � Date.
� / �. / �
"1 . ALL GOLUMNS SHfaLL BE (3)-2X6 UNLESS NOTED OT� IS� . ' ' -- Orj� � $�04
! i
8. iNOOD GOLUMNS SHP.LL BE GONTINUOUS FRpM FLOORj �j Revised:
TD �LOOR OR FLOOR TO ROOF . TRIMM�RS St+.4LL B DDED TO
T�IOTED GOLUMN SIZES AS �EQUIRED. —
QI 9 /30 /04
� �r9"'�9�� �&?S3�g� . �
�`a° � 4 „3 e'1 '�`aq
� �� ; ,�a'
,��,���q��� ;.� ,M,�x z•�i�d��•,�,�
��b �{w, x,,o::�iE ��.''`°°>''C) °'��
f. °� `�' � �W � ��
c,
., $ ,M
� �.,
F[„ �>
� ,,, �
e=; �
c . ' u..' p..�. w�.
� r �.F: "p 9�
'� �;� F :f T
� � �,. � �..v ���` .
� � � � �� `
��� �`� �: -�� ��
� ���{� f `"f � e�t.�*
u�n�Q�' 4Pa . cq : .
� SEGUND FLOOR FRAMING ROOF FRAMING PLAN
,
�
�
/ � � S eet Number
u�
° - SCALE 1 /4 " = 1 ' - 0 " SCALE 1 /4 " = 1 '-0"
�
ma S2 . 0
� U
�
a O �
Q � �
/\ W
= � O
GENERAL NOTES I --�—
1 . L IVE LOADS USED IN DES IGN : � ��ey
A . ROOF ( SNOW LOAp ) 1 00 PSF SC�'1l�IZ,
@ . TYP ICAL FLOOR 40 PSF """'�'°"'�°1O�
D . IMPORTANCE FACTORS � R �� � �
v+�a.c�,a�aa4 ��esr
CATEGORY 1 � ����
NPe �V61014
SEISMIC FACTOR 1 '
SNOW FACTOR 1
WIND FACTOR 1
E . W i ND
3 SECOPtD GUST 100 tu�H
FASTEST MILE 80 MPH
EXPOSURE B
F . SEtSM � C
SITE GLASS D
CATEGORY C
SS 35
Si 8 . 1
2 . OBSERVATIONS :
A . STRUGTURAL 08SERVATIONS
1 . STRUGTURAL ENGINEER MAY MAKE PERIO[3tC O� 5ERVATIONS OF THE
CONSTRUCT ION , SUCH OBSERVAt ICNVS SHALL NOT REP � A� E REC�U tRED
� NS�' ECT I ONS 8Y THE G(1V�I� N I NG AtlTHOR I T i ES OR SERVE AS " SPEC I AL
iNSPECT tONS �� AS MAY pE RECXJ IREO 91" CHAPTER 17 QF THE INTERNATIONAL Q
BU t LD ► NG CODE .
�
3 . FOUNDATIONS
�
A . THE ALLOWABLE S� tL BEARING PRES5URE ASSUMEO IN DESIGN iS 2C70C1PSF . � , F _}
W —
4 . STRUCTURAL STEEL � /
A . ALL STRUCTI}RAL STEEL 5HAI� L CO�'+ifORM TO ASThA A36 �
8 . S'�RUCTURAL STEEL SHAI. � BE 0 € 7A1 �, � � AND FABRICATED IN ACC(�DANCE WITH THE L,L,,J �
t� ATEST PROVISIONS dF Al $C "MANUAL OF STEEI GflNSTRUC710N . " Q �
� . WC700
_.._
�
A . ALL fRAM ING LUMBER SHA�. L @E ORY DOU ,�^'aLAS F IR , L, ARCH . GRADEO BY 1NESTERN WpOD � (J�
PROpUGTS ASSQC i Al' ION AN� Ck�f'�iF(�!M ING TO INTERNiAT tONAL QU 1 LD I,NG CODE ' AS FOLl.�3WS : �J (y�
2 " TH IGK — 4 " TO 6 " WipE ( WAI.t S7tJ0 O�VLY ) STUQ Fb � 700 PS1 � �
2 " TQ 4 " THlCK — 6 " AND WID �R Nt) . 2 Fb = 900 PS � �
5 " TH ICK — S " ANQ V1t1DER N� . 1 Fb = 1350 PS I „� ` _
NOTED A� i. OWAB� E 57RESSES ARE MIN' IMUMS AN� FOR M1tONREPETiTVE USES RRtOR TQ .
ALLOWABLE StRE55 INCREASES . �,.�. .Z
- W .r
B . PRQV � DE ' CROSS 9R IDG ► t�tG NOT OVER 8 ' f3N CEN1`�Fi' FQF3 ALL 2X WOOD JQ f57S ANO 2X
t
S�L 10 BLt7CK I NG BE 'TWEEN JO � 87S A'f ALl� SUPPQRTS AIVD ENDS OF C�NT t LE1/ER '� . Q
C . FA5TEN AL � VNDOO MEtvIBERS SM1tITH CCOMM4N -NA I � S ACCORD iNG T0 THE IBC
� ~
SCHEDU � E TABLE 2304 - 9 . 1 UNLESS OTHERVY t SE NOTED . ,Q �
D . L, AM I NATEU BEAMS � Q
i . AL � � +4MINATEp MEMBER $ SFtALL BE FABRICATEO OF pOUGLAS FIR LARCW AT 12 X
PERCENT MO ISTURE CONTENT IN ACCQRDANGE WlTH 1A�4L IB . AL, � S IZES SH01hN
ARE NET . W
2 . LAM INATEO MEtu� ER SHALL BE DETA ILED AND FABR ICATEp IN ACG�tDANCE �""'
WtTH THE STANOARD SPECIFICATIONS FOR THE DESlGN AND FABRICATItNV OF
STRUCTURA� GLUE LAMINATED TItV� ER , LATEST Ep1TIQN AS PU6 � 15HE0 8Y AITC .
3 . PROYID � UNITS CONFORMING TO AITG 117 , 24FV$ , O . F . FOR CONTINUOUS
MEMBERS AAID CANT 1 � EVERS ANp 34FV4 , p . F . FOR S IMPLE SUPPORT MEAAF3ER5 .
MEMBERS SHALL 8E OESIGNED WITH ZERO CAMI� ER WITH TOP SURFACE CIEARLY
STAMPED ON EACH MEMBER .
E . P � YWO00 DECK AND /OR OR I ENTEO STRANp BOARD .
1 . PANEL THtCKNESS SHALL BE AS SHOWN ON THE DRAWING . APPLICATION SHALI.
BE IfV ACCC)RpANCE WITH RECOMMENDATIpNS OF THE AMERICAN PLYWQOfl
ASSOC I AT I ON .
2 . EACH PANE � SHALL BE � DENT i F i ED W � TM THE GRADE — TRAOEMARK OF THE
AMERICAN PLYNK)OD ASSOCtATION AND 5HAll. MEET THE REpUJREMENT $ OF
U . S . PRODUCTS STANDARO RSI , I. ATEST EOtT1pN FOR PLYWO00 . ALL PANELS
WH � CH HAVE ANY EDGE OR SURfACE PERMANENT � Y EXPOSED TO 7HE
WEATHER SHALL BE OF THE EXTERIOR TYPE . -
3 . FOR FLOOR ING U5E 3 /4 " T dtG STURD — t — PLOOR SHEATH I NG GLUEO AND NA I LED � ����r,r�.ee
WITH tOD NAILS AT 6 " ON CENTER ALONG PANE � EOGES AND AT 12 " ALONG w
INTERMEOIATE SUPPORTS _
4 . FpR ROOF USE 3 / 4 " ( 48 / 24 SPAN RAT ING ) EXPOSURE f SHEATH ING NAILEO �i°��
W17H 1pD NAILS AT 4 " ON CENTER ALONG PANEL EDGES ANO AT 12 " ALONG ����w��+ �
INTERMED IATE SUPPORTS . r.�.�.e.r.uwh�or.rw
d+ruwwr► ew��r►a
5 . EXTER { OR WALLS SHALL HAVE ONE � AYER OF t / 2 " EXPQSURE I PLYWp00 OR o�ia°�nw�iL.'""�"
OSB SHEATH ING NAlLED AT fi " OtV CENTER ALONG PANEL EOGES . "�'�� `��
6 . FLOOR ANp ROOF SHEATHTNG SHA � L BE INSTALLED WITH THE FACE GRAIN
PERPENDICU � AR TO SUPPC� TS WITH END JOINTS STAGGERE � . -
F . PI� EFABRiCATEO WOOD MEMB � RS SHALI. BE THE TYPE NUTED ON THE DRAWINGS ANO
SHALL BE "8CI — JOIST " AS MANUFACTUREO 8Y BOISE CASCADE CORPORATION . Date: _
A � TERNATES SHALL BE REVIEWED BY THE ENGINEER . TO BE CONSIDERED ,
ALTERNATES SHALL HAVE A LOAD CAPAC ITY IN SENp ING , SHEAR AND QEFLECT { ON � O5 / �) S /O4'
E4aUAL TO OR GREATER THAN TME S I ZE Sht01MV ON THE DRAW { tVGS . WEB B � OCK ING
ANO 8R IDG iNG TO BE AS REQU fREO BY THE JOIST MANUFACTURER . Revised : _ _ _ _
G . LAMINATEU VENEER LUMBER MEt�ERS SHALL MAVE THE FOLLOWING STRESS
CAPACITIES : FB = 2 $00 PSI , E = 2 , 040 , 000 PS1 , FC = 750 PS1 , FV = 285 PS1 . 8U1 � T UP -
MEMBERS SHALL BE CONNECTED 1N ACCOROANCE WITH MANUFACtURERS �
RECOMMENDATIONS . G�IVTRACTOR SMALL HAVE THE OPTION OF USING 3 1 /2 " OR
5 1 / 4 " W � DE MEM8ER5 . -
6 . GENER �4L
A . ENGINEER ' S AGCEPTANCE MUS7 BE SECURED FOR ALL STRUCTURAL SU$ STITUTIONS .
B . VER i FY Al. l. OPEN INGS THROUGH FLOORS , ROOF AND WAL � S W I TH MECHAN ICAL ANp A!Q -
E � ECTR ICAL CONTRACTpRS . VER I � ICAT fON O� LOC�+ T 1ONS , S IZES , L INTE � S AND 0 . • �!�
REQU f RED CONNECT IONS ARE CONT �tACTOR ' S COMPLETE RESPONS 18 1 L I TY , +' � E` ��•.;Ji�y
: O : G
, � C . PI� IOR TO � NSTALIAT ION OF MECHAN ICAL ANQ ELECTR ICAL EQU IPMENT OR UTHER ;^'
;�; 17EM5 TO BE ATTACHED TO THE STRUCTURE , ENGINEER '5 APPROVAL OF CONNECTIONS � �
' AIVO SUPPORTS SHALL 8E 08TAINED . UNLESS SPECIFiCA � � Y DETAiLED ON
� ARCH I TECTURAL AND STRUCTURAL DR /#W INGS , RE5PECT l VE SVBCQNTRAC70R Sheet Number
i SHA� L FURN 1SH A � L HANGERS . CONNECT fONS , ETC . . REQU IRED FOR IIVSTALl. �4T 14N 0 �' �': .• �Q
rt �t I 5 ! TEMS . � • .. . . •'
� °F ��'' � 1 . �
�+ < D . Al. � pIMENSIONS ON STRUCTURAL DRAWINGS SHAL � BE CHECKED AGAINST FIELD AND
� ARCHITEGTURA� pRAWINGS .
�' � E . C�NTRACTOR SHALL VER I FY AL � ASSUMED EX ( ST tNG COND tT IONS . IF` CONO iT IONS
�C =� �
_ � ,��,, ARE DIFFERENT THAN ASSUMED , N071FY ENGfNEER . '
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LR�XY ARGHOlR AT 1 � _O" " 2X8 AT 1 '-4 " .
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. (IN 6�tO6JT�D GELLS) � A�a REQUtRED.
(TYPIGAL) i /�
• PRG7'�/IDE 3X8
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I I 3/4 " X tl V4 " 'V.L . ! 3/4 " X �i i/3 " V.t. . � WITH i /2"Q+ AMGHQI�
AT I '-G?" AT I '-4 " 00LT5 A? �'-0"' lN
6ROIJT�t� GELLS TO Q
TOP C� ��ClaTil� �
314 " Ts6 FL 3/4 " Te6 PLYWOOD GMU YrIALLS
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V+IITH (:?}- V� " d>W.A.S.
l6R,Ot1T GEtLS BELI�VwU � �
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I . GUtVTRA�GTOR SFiALL G,4REF�ULL.1' EXPO� EXISTIN$ T TUf�.AL I�— I
DEMISINy VtWLL� ANb VERIFY TYPE ANp ¢UALITY d E 15TIN6 �
WALL G•Gt�i5TRUGTIOHV. F�p41� ATiD PL�OR F.#EARtI�!!$ (V OR
G01�[NEGTiC�1 �ETA1L5 WtLL. � iaVF�NiSHED BY EN61ML R UPOIV REVIEIN �`� ,
OF E ?i15TiN6 GONOITtf3N5 � � {
� . GONTRAGTOR 5HALL V�RIFY NORTH WALL GONST TI N AND —� �
GON�tRUGTIC�N N�GE�AFtY TQ ALLC)Y"1 DOUBLE VER A AM TO � '
BEAR pN �XISTINcy TOP PLATE .
'.1. "V:L ." INDIGATE� 'r/ER'✓A� -LAM 6Ef►M5, A5 �atWPAGT 8Y BOt�-�E I � � �.s
GASGAQE GOF�2PpFtATIQN. AI,. TERNAT�S �H/�hLL HA T E SAME OR
c3RE`A7'ER GAFPAC.ITY Ac✓ LI �t� D ItV TttE StRUGTURr4L RAL i
NOTES . i
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4 . 0 INDtGRT�� GOLt�1t�i D�V�W ONLY - MULTIPL� 2X FR NOTED i �
pN PL Af�fS. � �
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5 . � INDIGATLS GOLUMN UP AiVD POWhi U1VLE55 IT �EAR N ( � }
GONGRETE WALL OR FppTIN6 $ELOW, OR 1T 15 LA�E E UP O�t Y . I ` �
6 . HEADERS SHALL BE {3)-�XP,� UIVLE�'3 NQTED OTH�RhII E . - � � I _ �
H�ADER'S SHALL DE 0UlLt OUT TC3 � 1 /2 " (� 1 /2 ") WID — �' --- I I I �
ADD ►N6 PLYWpOD �PA�G�RS A� REQU► RL= D. --� i �' ! � Dote: -- -
'7 . ALL GOLUMNS SHALL BE {3}-�X6 IJNLE55 NOTED OT ! r-.�E . --- ' ____.__ � _T_ __�_.� _______`-------- -
r ------- - � , 1 45 / 18 /0 �
;
8. WOOD GO�UMNS S�HAd,. L B� GONTIIVtJC'JU'S FROM FL �_; � Revised: _ _�_
TO FLOOR OR FLQOFt T'p ROCiF . TRIMM�RS SHALL DED TO
NpTED GOLUMN �IZE�a Ara R�QUIRED.
, .. . � �29
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� ' Sheet Number
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�� SCALE 1 / 4 = 1 - � SCALE 1 / 4 - 0 - ����;;.�
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