HomeMy WebLinkAboutB12-0344 REV2 PLANS APPROVED I I
I � I I V • . � _
�� fi=� �� fi=� � • � � 0 N
� � I i ,
����� � �� ����� � �
O _ _ _ _ _ _ _ _ � _ _ �
TH� �OLLOWING NOTES AR� �XTRAGT�D �ROM S�GTION
3303, GHAPT�R 33, 2003 IBG AND �DIT�D TO ,45515T IN
GOORDINATION WITH BUILDING O��IGIAL AND TO GOMPLY
WITH ST,�ND,4RD O� Gf�RE ,4ND INSURANG�S IN PLAG�.
I. A SGH��llL� �OR D�MOLITION, I� R�QllIR�D BY VAIL
BUILDING O��IGI�tL SH�tLL B� SUBMITTED BY
GONTRAGTOR WITH A GOPY TO OWN�R � ARGHITEGT. NO
WORK SHP�LL B� GOMM�NG�D llNTIL WRITT�N APPROYAL - � -
15 R�G�IV�D BY BUILDING O��IGIAL.
LINE O� �XISTING ROO�
.
A�OVE, NO GHANG�
2. GON�IRM ALL R�QllIi�M�NTS WITH BiJILDING O��IGIAL
�OR PEDESTRIAN PROT�GTION, P�R S�GTION 330,6 �
r�eL� s3ob.�. A R C H I T E C T S
3. MAINTAIN EXISTING M�ANS O� �GRESS AS R�QllIR�D 9 0 W B E N C H �I R R K R 0 R D
BY BUILDING O��IG1,4L.
4. WH�R� REQllIRED �OR D�MOLITION OR OTH�R I MP�STER S U I T E Z O I
PROJ�GT REQll I i�M�NTS, ALL S�RV I G� llTl L I TY, �I R� BATH
PROT�GTION � ,4NY POYJ�R 5HA�1.L B� D15GONN�GT�D � ��� R�MOVE �XISTING WINDOW, B O X J � O O
AND GAPPED IN STRIGT AGGORDANG� WITH THE WINDOW PR,4ME ,4ND TRIM,
� APPROY�D REGllLATIONS AND R�QllIR�M�NTS O� llTILITY _ � Q1
O DISTRIGTS AND ALL PERTIN�NT GOD�S. � � NPR�PyR�w OP�NING �OR � A II 0 N � C O V I � � O
�
5. APPRO�/E D I SGONN�GTI ONS OR 'O��-L I N�' �I R� I I
PROT�GTI ON � �I R� ALARM 5Y5T�M5 I N ADYANG� AND 7 I 0 , 9 4 9 , J � O O
MftINTAIN ALL �IRE D�PARTMENT R�QllIR�M�NTS I I
REMOY� EXISTING WINDOW, v m d a@ v m d a, c o m
THR011GH011T TH� G011RSE O� D�MOLITION � N�W � � THIS WINDOW WINDOW �RAM� AND TRIM,
GONSTRIJGTION. I I TO REMAIN
PREP R4llGH Of'ENING �OR
,6. PROT�GT ALL SURRG�iJNDING WALL S�PARATION �w w���w F A X 9 4 9 , J 2 O J
R,4TING5 � �LOOR/G�ILING A55�MBL1�5 TO TH�IR �llLL � �
INTEGRITY - ADl(I5� OWN�R O� ANY GONGEAL�D - � �
G BREAGH�S D15GOV�R�D IN TH� PROG�55 O� D�MOLITION � � � � . ,� ;-. ;r, f ;4,
SO A�S TO AGGOMMODAT� GOSTS THER��OR�. '� J
- .� , �.,�''!� , '��.
�% �,„
r
7.PROT�GT ALL M�GHANIGAL DllGTS (REIIJRN � SUPPLY- � ;��,"I� �� ��,� ��'��'.,�
TENANT � Bl11LDING) �ROM DllST, D�BRIS OR �OREIGN - ;� ��
M,4T�RIALS THAT G011LD IMP�D� GllRR�NT OR �llTllR� l ��`
p GL�AN AIR OR D15R1JPT ADJAG�NT OP�RATIONS. � � � p � .��.`.;',�•��n,�
LI/ \1J � � , � -� ;k
C � � O � � ��
8. GONTROL � KE�P ALL GOMMON f�R�PS, OIJTDOOR
. � :���� : �
C,� �
AREAS $ PUBLIG AR�AS �i�� O� ALL DUST, D�BRIS, $ MAST�R I—I ,`�,,`}�I � 1,�r��
MAT�RIALS �OR TH� 1�iJRATION O� D�MOLTION � N�W
�o�H ua _, I—I �� �iC', -�.., � e.,;�����``�;�'���
GONSTRllGTION. I I 0 MA�ST�R � � � REMOVE EXISTING PORTION � ' ' -
I I BEDROOM I I O� WALL, AS SHOWN, �OR ,�_ '_ ,_� .
�. PROPER TRASH R�M01(AL SHALL B� GOOiZDINRTED �MOV� �XISTING WINDOW, I I ��� I I NEW DOOR AND WINDOW Q 1
W I T H P R O P�R T Y M A N A G�R. W I N D O W �R A M E A N D T R I M, I I
10. MAly,4GE 5,4LYAG� O� ,4LL M,4T�RI,4L5 MAT�RI,4L5 ��' R011GH OP�NIN6 �OR I I I I
�ROM BUILDING INV�NTORY� GONSTRUGTION GOMPON�NTS 1`l�W WINDOW I I
�OR R�llS�, AS NOT�D IN TH�S� DOGllM�NTS. __ � � pb
� �
� � � � � E �
O � � O
� � �
� o
� � VQ �
O � � � � REMOV� EXISTING WINDOW, O � � �
�— = w �
� � wit�ow �R,�,r� ,�r� -r�irt, o0
PREP R011GH OP�NING �OR
MASTER Du i � N�W WINDOW � V Z O
BEDROOM O �
�p� L I V I NG ROOM D I N I NG iZOOM I I Q � � Q
� 104 z � � �
105 � � a z O
� � i i �,r, d, � �
0
�.8 i i � o U
____ ____ z o w �
6 I / ———— ———— � 6 � � J
O O �-- Q
� � Q � >
� REMOY� EXISTING WINDOW, ��
I I WINDOW �RAME AND TRIM,
PREP R011GH OPENING �OR O
NEW WINDOW
� -- ---- ---- � a..
REMOY� EXISTING WINDOW, �
WINDOW �RAM� AND TRIM, I I
PR�P R011GH OPENING �OR � O REMOY� �XISTING WINDOW,
NEW WINDOW I I LIVING ROOM WINDOW �RAM� AND TRIM,
� � PREP ROUGH OP�NIN6 �OR �
�p� R�MOV� �XISTING WINDOW, NEW WINDOW
D I N I NC ROOM WI NDOW �R,4ME A�ND TRI M,
I I 104 PREP RDiJGH OPENING �OR
� � N�W WINDOW
I I I I �C COPYRIGHT
� � Victor Mark
� � � Donaldson � I
� � Architects � \J
All Rights
O , ---- ---- I � I — — — — — — — O Reserved
I �
I I . , (1) 09.26.12
REMOI(� EXIS ING WINDOW, � �_ REMOV� �XISTIKG WINDOW,
WINDOW �RA � AND TRIM, WINDOW �RAM� ,4ND TRIM, i
PR�P ROIJGH PENING �OR � � PREP R011GH OPENING �OR
NEW WINDOW � � NEW WINDOW
0 =___ ____ - - - - �I— _ � 1 � 07.31 .2012
— — — — — — — -- — — — — — — — — — — �
R�MOY� �XISTING WINDOW,
LIN� O� �XISTING ROO�� WINDOW PRAM� AND TRIM i ��_
�o�, uo ��+A�� � ������ ����� ���� ���� 1 -- 1221
i'�P R011GH Oi'�NINC� POR
r�w wir��ow � I SGALE: I / 4" = I' - O"
I I I SECOND LEVEL
DEMO PLAN
O O O O O O O O O
0 0 0 � A0 . 3
G� C� G� �Jiv � � G� C�� � � � Oo � �
� � - , -
� • � � ON
O O O O O 2 O O O O
A2.1
A _
- - - - - - - A
� �
� _ � \
i � �
1 AT "SELOW DEGK t�REA" ,4REA BESIDE EAGH llNIT,PROYIDE THE i � � I ' • '
�OLLOWIHG WORIG AND MATERIALS IN ORDER TO POSITIYELY EP�GT THE \ �
�ELOW D�GK DR41N,4G� DISGHARG� AND TO MINIMIZE PllT1JRE $UILD-UP \
OF 5ftT1JRATED WATER IN TFI�SE SOILS. � � � �
I. 5LI6HTLY RE-GRAD� TFf� �XISTING ENGLOS�D 6RADING TO DRAIN A R C H I T E C T S
AWAY�ROM BUILDIN6 AND TO THE LOW�R 011T�RMOST�NGLOS�D i
GORN�R. THIS GRA�DING SH011LD B� RELATIVELY SMOOTH PINE 9 0 W B E N C H �I R R K R 0 R D
GRADING WHEN GOMf'LET�D. �
2.LIAI� Tfi� SUBJEGT A�REA WITH R�INPORG�D PLASTIG THAT IS SOIL _ " � � � ° � � � � S U I T E Z O I
PASTENED AT Tli� TOP�DGE AND MEGHaNIGftLLY�A�STENED TO THE � I � I,
THREE 51DEWALLS WtTH PLASTIG WRAPPED AR011ND IX2 WOOD. THE � �1
LINER SHOULD �XTEND,b" MINIMUM ABOVE GRAD� AT�AGH SLOPIH6 I B 0 X 5 3 0 0
LOGATION ALONG WP�L.L. '
3.TH� TWO ,4�OYE NOTES SHOULD YIELD A PLASTIG LINER THAT DIREGTS
' ' AlION , C081620
WATER DOWN AND TOWARD TFf� LOWER 011TERM05T GORNER O� THE
O SUSJEGT ftREA�. - - L � — - — - — _ � � !� — — 0 9 7 0 , 9 4 9 , 5 2 0 0
4.AT�AGH llNIT,CARE DRILL A HOL� THROUGH EXI5TIN6 GOHGRETE
SID�YVALL F,4RALLEL TO THE BUILDIN6 WALL POR REASONA$LY TI6HT m
PIT OP 4" DIA�METER PVG PIP� TO EXTEh1D 4" B�YOND �1T51DE �AG� � i ; v m d a@ v m d a� C � I I I
OP GONGRETE WALL.
5. INSERT P�lG PIPE IN SUGH A MANAI�R AS TO GON1�lEGT TO ADS � � , F A X 9 4 9 � V � O �
PER�ORt4TED DRAIN PIPE TFf� �ULL WIDTH OP THE LOW WALL;WHIGH
SHOULD BE SLOPED TO DRAIN OUT OF NEW PVG PIPE SET IN NEW HOLE II . .. �
IN TFfROUGH EXISTING GONGRETE WALL. � �
' '��• �_ ;r .
i ,`'� � �"��� -`:y��
FE� f',`. �� '4�:
O O � � �� ��� �;�����
�`�
� I ► , �,� ���
� ,
� , .
4� ` p�-�,r• ' � �'i f
I }� � �� -:,�� �
� �, � . �.; �,
, �; �..���- �'�
.,.�� � ,�� �
O � O ..�.�t�i f�,�- r ,
II � +� �,? �4 r� ����+t ��t�s
i ' y.�y... - �
.
I
I � — — — — — — �
� � �� �Ul�I T-�4 i 2�b,�
�� i
- - - - - �
� ' — - � _ Db
� ry �
I � � _
E �ROM BUILD NG
O O --�
� TO NEW NEW WALL ADDITION Q
1 o��N v Q �
0
A2. � � �
� � �
� � ~ � w 00
O O z zo
� V o
o �, o Q
- - - - - - z Q z �
1 a
I II r BEDROOM BEDROOM � � A2•� � Q O
2 b � o o I o02 � � � �
_ oo �
�
1
i �Ul�I T-3 �� � z w J
O�.8 _ � - - - - - � � � � Q
� NEW llND�R D�GK Q
ry � - - - - DRf�IN � Lf� �
G � G �
0 � � � � u 0
� � 4.O.A� 4.O.B �
N�W WA�LL ADDITION N�W WINDOW NEW WINDOW O
_p � - - � � - - � � 0
� �
'b LIN� o� � cr,
O '" � — — — - -- - - - -� � - - - � � O
SLOP� �AY
I I �LOORBALGONY � � �
�ROM SUILDING - - � '�� � - -
� TO N�W NEW,bXb POST W/ N�W,bXb P 5T W/
DRAIN GONG. PAD, S�E �2'-O" 3 I/4" GONG. P?� S�E g�_��� 1`l�W WAL-L ADDITION
STRUGTllRAL � STR11GT11RAL
L� L� 8
B�DROOM B�DROOM A6.1 �COPYRI G HT
002 001 VDot�aldson � I
Architects � \J
� � � Rle e�rgved
h1�W UND�R D�GK�
DRAI
I - - - - I . , (1) 09.22.12
O O
3.O.A 3.O.B
NEW WI NDOW NEW WI NDOW ����'�/+`�'� I� ����� ����� ���'� I
_ - - - - � I � �� � � � � �
o ' � � � � sc�.�: � � ��� _ �� o�� 1 � 07.31 .2012
m � � � ut� o� � � �
� _.,.,,,,_,.,,. — -r- I -r- — — — �- -f- — — — — — — J
�LOOR/�ALGONY � i 1 1221
�- - --� ABOVE �- - - NEW,6Xb POST W/ GONG. PAD, I
NEW WALL �4DDITION 3'-°" 3 I/4�� 2,_0„ S�� STRJJGTIJRAL Q 2 BAS E M E N T L EV E L
W,bXb POST W/GONG. P ,
o O 8 O S�� S�G��- 3 4 O A2� O O O O FLOOR PLAN
A6.1
0 0 0 � A1 . 1
G� C� G� �Jiv � � G� C�� � � � Oo � �
� _ � _ � � � — — — — — — — — — — — — — — — — — — — — —
v v v v v v v v v v v v v v v v v v v v v v v v v v v
�XTEfi�I OR GOLOi�S � M,�TERI�L5 L�C�ND � V �� • � � 0 N
NEW ST11GG0:20 6A6E NETTIN6 AND LATH REINFORGED 2 �
NEW OVERHEAD 6ARA6E DOOR: REMOVE�XISTIN6 AND
Q I G�MENT BASE CAAT NU GRAGIC ISOLATION MESH PAINTED 1^U O ��TALL NEW THERMftGORE OVERIi�,AD DOOR V�U IKb R.S. A2.1
2 GOATS OP ELASTOMATIG PAINT,CANTRAGTOR SHALL
PROYIDE MOGIC-dJP POR OWNER APPROVAL POR STUGC.O GF17AR GLADDIty6.
TEXI7JR�AND GOLOR.
O� NEW WOOD SIDIPIG: Ix8 R.S.GHANNEl.LAP GEDAR 51DIKG O S�Ip,��lg�I���'�Gp,��OTEI#����. l�I `l T � �I `t T �
OVER NEW2�s2 VERTIGAL�llRRIN6,AS SHOWN ON D�TaIL�,
A"1.4 �'�7E� � DOWNSPOUTS: REMOYE EXISTIN6 DOWNSP011TS A5
ONEW2x R5 GEDAR Yy00D 1RIM AND PASGIA 8 RIM J015T5: I O NEGL-SSARY AN17 REINSTALL AFTER BUILDIN6 IMPROVPMENTS 8
5EE PXTERIOR 1RIM DETAILS ON SHEET P�6.3. CAMPLETION. PAINT TO MATGH NEW AD.IAGENT WALL PINISHES. � �
q REPLAGE �XISTING �q
O6ARDEN WALL STONE VEN�ER: REMOVE PXI5TIN6 5Ti1GG0 ON _ _ _
� EXISTIN6 MET,4L ROOF SHIA16LE5: TO REMAIN-NO GHAN6E 6 I I 011TER PORTIONS OF 6ARDE WALL AN17 INSTALL NEW STONE �
���• VENEER WITH NEW STONE GAP. I G,4RAGE DOOR W/ A � I � �
NEW THERMAGOR� � - - - — - � �
ONEW DEGKBALGONY 8 6UAR17RAIL5: SHALL BE ROU6Ff SAWN �TI1RY PATIO d 6ARD�N PAVERS: EXI5TIN6 PAVER 5Y5T'EM � OY�R-H�AD DOOR W/ i � I � � � \\\
GEDAR,STAINED.5�D�TAILS ON SH�ET,�6.1. NEVJ I�GICIN6 12 SF+ALL REMA�N,RE-SET LOOSE AND RE9'LAGE BROKEN OR I WOOD GLADDING I �
SFfALL BE "TREX AGGENTS"WINGHESTER 6RAY. GRAGKED PAVERS,RE6R011T A5 NEGESSARY,POY�R-WASFf I I I I � \
� SEAL l^V TWO CAATS OF GLEAR MA50NRY SEALER. I I I I �\ �\ . • .
EJCISTING WOOD 50�IT 4 PASGIA A�T ROOP: SFfALL REMAIN EXISTING DOOR, DOOR �
O A5 IS l^V NEW PAINT. NEW GORBELS: INSTALL NEW,6x8 R.S.D.F.GORBPLS BELOW � � � I \ � •
I 3 BAY WINDOW,�,s sf+owN. � �RAM � THRESFfOLD TO � � I � �
REMAIN, R�PLAG� � _ \ \
NEW ALllMINUM-GLA�D WOOD WINDOWS b DOORS: SHALL BE I I � —I
O BY 1'ELLA,PROLINE GLA�c,oLOi2 SHA�LL SE BROWN. EXT�RIOR TRIM
L - - - - - - - - - - � L J � \ A RC H I T E C T S
� i
� � � 90 W BENCH �IRRK RORD
� _ - - � EXISTING TRENGH DR,41N, NO GHANGE G �` � P` G � I I �
0
� — � �°� � � � T O 7
� � � � � �XISTING GARDEN WALL TO I I �
�/ ��/ GA5 MET�R � � � — REM,41 N, PATGH ,4ND PA�I NT STllGGO � � R O /\ � � O O
/ / � AR�,4, REPLAG� STONE G,4P, � � z U
,' ,� GAS METER � � ; , 0 � � X A II 0 N C 0 816 2 0
� ;/ // I i REPLAG� �XISTING I I � '
O EL�GTRIG M�TER O
� � 970 , 949 , 5200
I � GARAGE DOOR W/ A I I
� � � I I I N�W STONE 1(�NE�R ON �ULL
� NEW THERMAGORE H�IGHT O� GARD�N W,4LL 1^V v m d a v m d a� � � I I I
� i EL�GTRIG METER �J I _ � OV�R-HEAD DOOR W/ I � I I STONE GAP @
�- - - I I WOOD GLADDING I I I �
N�W STON� YEh(�ER ON �llLL � i � _ _ _ _ � , , L J F A X 9 4 9 , 5 2 0 5
HEIGHT O� GftRDEN WftLL W/
STONE GftP I I I I LINE OF �LOOR A80VE
� I � �XISTING DOOR, DOOR � � � ,
� EXISTING GARD�N WALL TO � ��M � THRESHOLD TO I / I , "
• ��� � , ;. ., �' , -,
I I �MAIN, PATGH AND PAINT STllGGO I REMAIN, R�PLAGE I / I .
. .
A�REA, REPLA�G� STON� GAP, �XTERIOR TRIM / :,' • . ,� r'��,�� �.,
� I I _ �- - - - - - - - - - - - -� � — — �! — — I — — G ,,, "•.,,'� ��r"',;,�,.
O � o O � � �� ��� �, .���
�� � � -.
G A iZ ?� G E DN � ;��'� �',' '�'�
�� � 4.1.G � � � �.-, -:.�� -� ;k
IOI i M � .�.,{; � ��
uz.i i i _ NEW WINDOW _ ,.,�� '', �'' ': �
�
� �i I -I - - � p . , .r }�I � �...,.�s ��,�1`
C O � �
�; ; �:�. � �.��� �
� 4.1.1 ��"
z _ , ;� � , r y,��
X� � � _ DN , _ �_ _ _ .-
�'I I �
I I I KITGHEN
ENTRY I03 NEW,bOx48
�C I � \ 102 GONGRETE
I I ���\ STOOP
I I � �
I I LINE O� �LOOR ,480VE I � 1
� Db
LJ � � I I �
� � � � Di�
� \ �
� NEW 571JGG0 PED�STAL �
E - - - I - - \� -_ - - _ \�\ `� � _ W/ STONE GAP �
O O .�
� 1 � �
1 DN � 4.12 � Q �
A2. 3.I.G - � i Lf�
NEW WINDOW � � � C4
� — � ui — F � � � 00
� � � , � � _ w
3.�.� � ' - � V z o
o� , �._, o
ALL NEW D�GK
IG I T G H E N i F R A M I NG W/ T R EX z � z (n �
DININC ROOM DEGKING A2.1 � z O
103 ENTRY I ; 3 � Q
NEW,60x48 0 104 o Q � � � Q J
GONGRETE I 02 L I V I NG ROOM I O
STOOP C ,� 105 I � � �i � �
i ll� , 0 � � O 0 U
� I i�/ `r '� '� � W J
�.8 � I �■� � —
� � ° a
O N�W STUGG�OSTON� G,4P DN I I / - - - O � � >
/ � i 4.1.� - i �
i
� O — ��
�
� NEW WINDOW 2 5�� O
I � — A6.1 ��''�`RGED
I � 4.1.3 pL'�� �
i3.12 Q
� 1
O _ _ ; _ _ O
� 4.1.G 4'1'� SOLID WOOD RAILING �W �A RAILING
� I NEW WINDOW �w w���w NEW 5T1JGG0 P�D�STftL
I � � W/STONE GAP
z ALL NEW D�GK I � 8
�� �RAMING W/ TREX � DINING ROOM I L11(INC ROOM A6.1
Q D�GKING � 104 � 105
�
� �p i i QC COPYRIGHT
I Victor Mark ^ ,
� Donaldson
� o � � I Architects \\j
m z j � � Rle e�►��vhed
I I �
Oi — — I � — — — — - i
I � o � O . , (1) 09.26.12
3.1.� � � �
5�� 2 O �
ENLARG�D N�W WINDOW � � � � I ��� �� X �� ��O O� ���I `�
PLAN A 6.1 i O I cri "z�
3.1.3
0 ' � � sc,a�.E: � � 4�� = �� - o�� 1 � 07.31 .2012
ONEW STllGGO PED�STAL O =
i i i i �
� � - , -
� • � � ON
�I `t I �—� �I V: I �—� A2.1 I
i �
LINE O� ROO� OYERHANG ABOV�
P� — — — — — — � — �-- — — — — — — — — — � — — - P�
O O
� �
�
. . .
� � .
BEDROOM
202 I ARCH I TECTS
, , 90 W BENCH �IRRK RORD
SUITE 207
LIN� O� ROO� OVERHANG ,4�01(� � B O X � � O O
� I
B — — — — — — � � B
O � _ O AlION , C081620
�
�
� z 970 , 949 , 5200
�
EXISTINGWINDOW � vmda@vmda. com
I I TO REMAIN � �
�
� � FAX 949 , 5205
� - - - - - - - - - - . .
G — — — — — — � � G ,� . . 'r r+ f
O � J O .�. ....- ���> : ��..
BEDROOM
� � 202 � I� �� ��J'� ���.�',,,
O '+�� �';��
� � � � �, ;,'��, _ -� ;'�
C _ _ _ _ _ _ ry � � � �p � .�.� �1 i� ,�
�t � �! , �
�r '�� .���:'�:� � �
i � ❑ �}� f'C r f,r
NQ '"�C�. �., �`�C��O. ."s
.�=��
M,45TER - ` ,� � ' ' '��,
� BEDROOM � ...: �- .__ .�
�
201 42.1
3 � N�W WOOD GllARD
� ry � � z R,4ILING
p� 32.1 m z I �`!
<r
I � � N�W WINDOW � 1 D,6
m �
— — — — — — — - — — � �
�
� � � � I � E
O � O
ry � �
� �- � '� 0
A2.
O� � I � � �
� O � � �
� � = w �
�
ou o z V z p
M,45TER � � � O 0
S�DROOM D I N I NC� ROOM Ll � � I— Q
201 LIVINC ROOM 1O� � � A2.1 z � � �
105 � a Q O
i
` � � d' cn
�.a � p �U
O
zowJ
OG I � � G � � —
� O �-- Q
p� 4.I.E � LO >
N�W WINDOW �
� �
m �
O
O O o-
� LINE O� ROO� OVERHANG ASOY�
4.I.G 4.1.�
O NEW WINDOW N�W WINDOW
I L I V I NG ROOM
D I NI NC ROOM I05
� I04
o � �COPYRIGHT
'�' � I I � Victor Mark �
Donaldson
� Architects
� All Rights
O i o _ _ _ _ _ _ O Reserved
3.I.� � . , (1) 09.26.12
NEW WINDOW � �
� m z
I
� — I . 1 � 1 � 07.31 .2012
— — — — — — — — -- — — — — — — — — — — — — �
LIN� O� ROOP OVERHfi�NG A�01/�
3.1.� �I \ � �I 1 : ��__ 1221
NEW WINDOW 2 ���� I `�� �� X �� ���0� ���I `�
A2. � � �c�-E: i � �." = i' _ o" SECOND LEVEL
I
FLOOR PLAN
O O O O O O O O O
0 0 0 � A1 . 3
G� C� G� �Jiv � � G� C�� � � � Oo � �
� � �
� � - , -
�
� • � � ON
I EXISTING ROO�ING, SKYLIGHTS, ROO�
�LASHING AND WOOD �ASGIA TO
� REMAIN
I
O
O =�, �.
,;-- -
- � �_
O I b •
O �
_ � i � A RCH I T ECTS
0 - � i �� 7
� A6.3 � — � 90 W BENCHI� RRK RORD
S�GOND L�L � � � �
82�.8,���— � � 0 S U I T E 2 0 l
� A6.3
------------------------- S�LEV�L B 0 X 5 3 0 0
�r a�4i.i i'
� � �
2 ; � ; 2 ; 4 AVON , C081620
A6.1 I O ( � I � � � � A7.4 � 2
NEWSTUGGO S�M. � � � O ' ' 970 . 949 . 5200
PED�5T,41./wALL I I I I �-� '�' I O A6.1
W/ STONE G,4P � � � �
I I I '-'
R�: STRUGT ; � 0 A;. O ; ; ED�STAL/ WALL v m d a@ v m d a. c o m
Q I I I W/STON� GAP
FIRSTL�L 0 � � FAX 949 . 5205
8233.81' ----- - O- --- e ------- i Q RE: STRUGT ., . _.. _
� • • �IRST LEVEL _•.: : .�,`:•
------- o --- --- - ----- 8231. � — �,.` "��: �',�� •�,
0 ° ,. ,�,��
� � �
1 � -� � ,r_�
� �:' � V, �`C��'� �
NEW STONE G,4P 1 � .�, �
� ���..
� fi �'� �' - �� �
� -- -- -- -- - - - �� �°� �� � �°� � �'" �k� � �..�
� - - -- - - - -- - - - -- - - - -- -- - -- - - - -- - �O�T� �����T I O� , �-:�� �
zo - - - -- _ � - - - - _ � - - - -- _ � - - - - _ � - - - - _ � - _ - - u�w sTON� �� SGALE: I / 4�� _ �� _ ��� Yy,�����,� ��'�
� � - - - - - - - - - - - v���R
� �' � ��
uxi � � �,��..�.,�..y--•:.t-'
- _ - -- _ - - - _ - -- _ - -- - _ - - _ EXISTING �IN.
- - - - - - - - - - - - - C�RaD�,YARI�S
I I �
� �XISTING, �I�LD VERI�'P
������ ,���� �����T I �1� m
�� SGALE: I / 4" = I' - O" �
�� �
VQ �
�X���I�� �i����� � EXISTING GHIMNEYS TO SE P,4INTED Q �
Q GOLOR TO M�TGH EXISTING � � �
M�T������ ������ � -= W 00
EXISTING ROO�ING AND ROO� �L,4SHING � � z O
I N�W S17JGG0:20 G,4GE NETTING AND L,4TH REIN�ORG�D TO REMAIN, NO GHANGE � � �
G�M�NT BAS� GOaT W/GRAGK ISOLATION MESH Pf�INTED W/ 0 I— Q
2 GOATS O� ELASTOMATIG PAINT, GONTRAGTOR SHALL z � (n �
PROYIDE MOGK-UP �OR OWNER APPROVf1L �OR STlJGGO
TEXTIJR� AND GOLOR. Q z
M �- a o
� N�W WOOD SIDING: Ix8 R.S. GHANNEL LAP GEDAR � � �
SIDINGOY�R N�W2x2 Y�RTIG�IL �llRRING, AS SHOWN ON — O Q U
D�TAIL 7, A7.4 � � J
NEW 2x RS G�DAR WOOD TRIM AND �ASGIA � RIM JOISTS: � � Q
3 SE� �XTERIOR TRIM DETAILS ON SHE�T g6.3. 2 � ,6 10 � Lf� �
A7.3 A7.3 � �
7.3 O
� �XISTING METAL ROO� SHINGLES: TO REMAIN-NO GHANG� � � O
� � 1
NO WORIG. 4 O A 6.3
� r O A7.3 _ �
� NEW DEGK/B,4LGOKY � Gll,4RDR,41L5: SHALL B� R0116H SAWN T� O � � —
GEDAR, STAIN�D. SEE DETAILS ON SHEET f�b.l. NEW DEGKING i i o ,
SHALL B� "TREX AGGENTS" WINGHESTER C�RAY. l�� A7.3
�� � 5 g ° ° ° ° ° SEGOND LE/EL
A7.3 � � ------- ,
� �XISTING WOOD SO�PIT � �ASGIA AT ROOP: SHALL R�MAIN 10 \i i O A7.3 ° ° 8242.8,6
A5 IS W/ NEW PAINT. i i 1
5 Q 8
i i O A7.3 7 3 � `� � LINE O� EXISTING
NEW ALllMINUM-GLAD WOOD WINDOWS ff DOORS: SHALL SE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
� i i 7.3 � A7.3 A6.1 A6.3 13 A7_3_ A6.3 GARDEN WALL OPYRIGHT
BY PELLA, f'ROLINE GLAD GOLOR SHftLL $E BROWN. i i O O
ii
� C C Victor Mark
; i OI SI . � � Donaldson � I
RE: 57R�JGT I ��
� � 7 I 3 Architects
8 N�W OVERH�AD GAR,4GE DOOR: REMOV� EXISTING AND � � O All Rights
INSTALL NEW TH�RMAGORE OV�RH�A�D DOOR NU I�b R.S. � � A7�3 Q 1 � I �� ° �� �IRST L�1(�L Reserved
GEDAR GL,4DDING. i i RE. STRUGT � O �
, � � . , /� 8233.81' (1) 09.26.2012
� � � � �
C� NEW SUILDING SO��ITS UNDER LIYING AREA: i i � � - ---- ---- ----------------- ----- --- -- ---------------- ------�-------------------------- - -�� �' - - ---�,
SHALL B� N�W 5l1JGG0, 5�� NOTE #I. i i ` . . ' lO
�IRST L�L � � � .
, -------r-� -------- --- - ------ �i
GllTT�RS # DOWNSP011TS: REMOV� EXISTING DOWNSP011TS AS 8231.�6 i i i . N�W GR,4WL-SP,4G�
I O i�1�G�SSARY AND REINSTALL A�TER $UILDING IMPROVEMENTS i i i I i DRAIN. (�ELOW NEW �
, , i 11 O I i 1D�GIG) 1 07.31 .2012
GOMPLETION. PAINT TO MATGH N�W ftDJAG�NT WALL �INISH�S. i i i � i ���� ���\ ��� I ��I
i i i A7.3 i � X I `l
.
GaRDFN WRLL STON� VENE�R: R�MOV� �XISTING STIJGGO OK i i O i _J � SG�tI-�� I / 1F�� = I� - O° I � �� 1221
I I O ll T�R P O R T I O N S O F G A R D E W A L L A N D I N S T A L L N E W S T O N� i i i -----
VEN�ER WITH N�W STONE GAP. ��� i
EXTERIOR
ENTRY PATIO � GARD�N PAV�RS: �XISTING PAVER SYST�M ELEVATIONS
�� SHALL REMAIN, R�-SET LOOSE AND REPLAGE SROK�N OR
GRAGKED PAV�RS, REGROIJP AS N�G�SSftRY, POVJ�R-WASH �� �_� �� �_�
� S�AL W/ TWO GOATS O� GL�AR MA50NRY S�AL�R.
0 0 0 � A2 . 1
I 3 N�W GORB�LS: INSTALL NEW,bxB R.S. D.F. GORB�LS B�LOW p � � � � � � �� � � � O � �
BAY WINDOW, AS SHOWN.
� � - , -
� � � � ON
�XISTING GHIMN�YS TO B� PAINTED,
GOLOR TO MATGH EXISTING
�XISTING ROO�ING AND ROO� FLASHING
TO REMAIN, NO GHANGE
2 =�, i.
A7.3 ►;�- -
' �;�_�_
.
� b A RCH I T ECTS
- A7.3
O O � , 90 W BENCHI� RRK RORD
I � 4 I 5 TT 10
O A6.3 A7.3 O A7•3 O � � S U I T E 2 0 l
� � �
� ��'� BOX 5300
O rr
8 � �
8�4�.��� ------- -------------------------- ----------- ----------- 9 A�.3 - - ; AVO N , C 0 816 2 0
S�GOND L�YEL i i---------- 824�IIND LEY�L
3 A 7.3 O i i
- - - - -I i i
' 970 . 949 . 5200
LIN� O� �XISTING � � � 3 i i
G ARD E N W A L L A6.3 O 1 3 � A7.4 2 O i i
�r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I O A6.1 i i v m d a@ v m d a. � � m
I �
' ' , FAX 949 . 5205
I I � 2 RE: STRUGT
� � � � � - ..
� �
� ,' o `� � I A6.4 ; #.,..�j�:�;.:-.�,
� f ti. �
� �� i� I � f ' • � f''��
P I R ST L�V�L -�--------- �� �' � � �I R ST L E V E L �f. ` '%'
8231. � --------------- ------ - ------------------------------- - o - - - - - o - ----- - ------- 8231. ' :
` 'V� �`C1�'� �'
e e �`�' � �
�X��� O� �O�O�� � � ; � � ��,.� _ �
4 �"� , ' �;;- -��!
M����I�L� L���1�� �
A6.2 � ' ��,�-: �'
O i . � "�.:� � [�
I NEW Sl1JGG0:20 GAGE NETTING AND LATH R�IN�ORG�D _ _ 2 ' i x��, ,�c��''
G�MENT BASE GOAT W/GRAGK ISOLATION M�SH PAINTED W/ �� T � l�I `� I T � ' A6.2 t.(�W GRAW1.-SPAG� � -� �x"��k�`���'� �t����
2 GOATS O� �LASTOMATIG PAINT, GONI'RA�GTOR SHALL ���� ������ I � I� DR,41N (BELOW NEW `---- ��"���
PROVIDE MOGK-UP �OR OWN�R APPROVAL �OR S'T�JGGO � I - -- � ,___ � ._
T�XTllRE AND GOLOR. ��
SG�LE: I / 4�� = I� - O�� D�GK)
NEW WOOD SIDING: Ix8 R.S. GHANNEL LAP GED,4R �
2 SIDINGOI(�R N�W2x2 1(�RTIG,4L PllRRING, A5 SFfOWN ON
DETAIL �, �7.4
3 N�W2x R5 GEDAR WOOD TRIM AND �ASGIA � RIM J015T5:
5E� �XTERIOR TRIM DETAILS ON SHE�T ,�6.3.
�
� EXISTING M�TAL ROO� SHINGL�S: TO REMAIN-NO GHANG� �
NO WORK. - �
- � Q
� NEW D�GK/BALGONY � GllARDRAILS: SHALL B� ROIJGH SAWN � Q �
G�DAR, STAl1�1�D. 5�� D�TfiILS ON SHE�T f�b.l. NEW DEGKING O
SHALL B� "TREX AGG�NTS" WINGH�STER GRAY. - � � �
�
� EXISTING WOOD 50��IT � �ASGIA AT ROO�: SHALL REMAIN ~ �jJ �
,45 IS W/ NEW PA�INT. z V Z O
�
0 `„� O Q
-r NEW ALllMINUM-GLAD WOOD WINDOWS � DOORS: 5H,4LL SE � � �/
BY PELLa, i'ROLINE GLAD GOLOR SHA�LL BE BROWN. � .6 Q z O
4 _- M d' � O
NEW OVERFf�AD GAi�AGE DOOR. REMOVE �XISTING AND ,( � Q U
8 INSTALL N�W TH�RMAGOR� OVERH�AD DOOR W/ IXb R.S. z O w
G�DAR GLADDING.
� � � J
� NEW $UILDING SO��ITSllNDER LIVING AREA: O �
SHALL B� NEW STllGGO, 5�� NOTE #I. -2 3 � � �
�
GllTTERS � DOWNSP011TS: REMOVE EXISTING DOWNSP011TS A5 2
I O NEG�55ARY AND REINSTALL A�TER SUILDING IMPROV�M�NTS -2 5 5 � 5�LE1/�L O
GOMPLETION. PAINT TO MA�TGH NEW f�DJAG�NT WaLL PINISHES. `r 8242.8,6'
A7.3 A7.3 A7.3 �
GARDEN WALL STON� V�NE�R: REMOV� �XISTING STIJGGO ON
I I 4UTER PORTIONS O� GARDE W,4l..L AND INST,4LL NEW STONE i i O O 2
I
VEN�ER WITH NEW STONE GAP.
3 5 i i O I �� O A6.1
2 � � � siM.
�NTRY PATIO � GARD�N PAl(�RS: EXISTING PAVER SYSTEM A6.1 O A7.3 i i A7.3
I� 5H,41..L REMAIN, RE-5�T L005E ,4ND REPL,4GE SROK�N OR O i i RE: STRUGT
GRAGIGED PPNPRS, REGR011P AS NEGE55ARY, POWER-WASH
� SEAL W/ TWO GOATS OP GLEAR MA50NRY S�ALER. i i ,' �� 9 � � � �
� � � �
RE: GT i i � � A6.3 �� �� �� ��
ii
NEW GOR8�L5: INSTALL N�W,6x8 R.S. D.�. GOR8EL5 B�LOW 4 '� �` �� �� i i _ _ _ _ _ _ _ _ _ _ _ _ �, �L C COP�R�Mark
I�J $AY WINDOW, AS SHOWN. �� •� �' `� i i IR�T L � I
�8233.81' Donaldson
A6.3 � � � � ; ; e e a Architects \j
, , All Rights
�IRST LEVEL __�i Reserved
8231. � --- -- ---- -- --------- e ----------------- --- e --------------------------- - II �� 6
� � � 11 i i A�•3 6 3 � 3 ■ , 1 09.26.12
A7.3 O A7.3 � Q
� � A7.3 OI 1
O 3
6 A7.3 � �
i
� O O A7.3 A7.3 O i i �� OI
� ii
3 ii
ii
ii
; ; �o ; ; �o ; ; 1 � 07.31 .2012
� �
�y A7.3 i i A7.3 i i
NEW,bXb P05T W/ GOKGRETE PI�R
i i i i i i i i . ��=
i i i i i i i i �OOT I NG, SE� STRUGI7JR,4L I � ��- �22�
� � � � 10 � � N�W bxb Posr W/ � �
� � � � A7 3 �__� �__, GONGRETE PI�R r--� �__,
N�W,6X6 P05T W/ i i N�W,bXb P05T W/ i i �_______� �OOT I NG, S�E �_ EXT E R I O R
GONGRETE PIER �--� �__ GONGR�TE PIER �--� � � J
QSTRIJGTIJRAL
�OOT I NG, 5�� � �OOT I NG, 5�� � �� fi � �� � � � ����� � �� /�� I ��
ELEVATIONS
STRllGTllR,4L �-------� STRUGTllRP�L Q �-------J � X
�� SG�LE: I / 4" = I' - O"
0 0 0 � A2 .2
p � � � o � � �� 0 � 00 � �
� . - . -
_ _ �
�, ,�
� • � � oN
7" 4
-� A6.�
�•� A6.1
------------- �
� �---, 1
� � ,
�.8 � � � �
� � � - - - -
= s ; ;-------,
� o 0 0 0 o a a a a o --
N�W STON� n � �
4 3 DN
O GAP
� ;
!�////j �8c,u�roRS+�+�,�� �///� � A6.3 G �----� A62 = 8
� �
A7.4
0 0 0 0 0 0 0 0 0 0
-- - - - - - - - - - - - - - - - - - - - - -- _�, �.
3/8" DE�P DRIP i ° i ° ° � '-_ -
►a�
KER�, I/8" WIDE � ° ;� ° ° 1�6.1 i
, __ , b �:- -_
.
� a ,�7.4 �
� � a�.i I
2Xb GEDAR a�.i O - - - - - - - A R C H I T E C T S
TOP GHORD
L=J 90 W BENCHI� RRK RORD
�.� � SUITE 20l
�
� � BOX 5300
N�W bX� R.S. N�W TREX D�GKING � A V 0 N l� O V I � � O
Ix8 TffG R.S. G�DAR Ix8 TffG R.S. G�DAR G�DAR P05T SHALL B�: 5/4 1
HORIZONTAL SIDING HORIZONT�L 51DING \ — ,4GG�NTS, Q1 -
������� I � ��� X �� I O I `� - WI NGHESTER GRAY - I � I O . 9 4 9 . J � O O
I/2" PLYWOOD bX� R.S. �� SG�L.E: 3�8�� = I� - O" - - I m
GEDARPOST Q — — i S,M. vmda@vmda� � � lll
i
8 FAX 949 . 5205
��� �� � � ���� � �� �oo�-o�� .. . _.. _
I E� X.�LR. A,.4
,�,aa'-lo I/2�� .,,._
�� SG�LE: ��� - �� _ O�� ,6 __, TOP OP NEW D�GICING �-;;;�e; �`�, •:-.'`
�',r � �
O ,,� ��
2 ,a,6.�4 i —- t.,, . ��
�2 � � ,�����' �
�� i I ��� � V� '�C��� c�
� � � �,�.. -�: .
� �
,- --�., �.i �-r.4 : �r �,,�- � �� }_.,,��!
r-___, � I ����.r'r
0 1 0 0 1 0 0 0 0 0 0 �
- .� �,. N�W STON� � ; 51M. I �`,;� � � �C.�
2 - q GAP Q i � � I `.�;,^ � ��^�'�
� ,. , , F,'� ��
�1,�j m i i �
�{ ' �"2 j L---------� . •,.�.M-..�... --._.-�":��'}
�."T O I i r-_� r'_'� ^ "
I '
I I i i �
� � � � � I
� �___� �___� �___
0 0 0 0 0 0 0 0 0
---------------�
0 o N�W 42" HIGH 7 I
�
� 3�-0" OP R,41L �6.1
' A6.4
�
� 3
�
� � � �o � �.8 �
� �.��
� m
�
�.� ; �.�
o � _
�
�
������� I � �����fi I �� ' --r o
o� �� _ , �, 0 �__________ ���� � ������� I � ���� v Q �
SG�I..F: 3/8 - I - O ------------- �� SG�LE: 3/8" = I' - O" � � �
0 � �_ � �
— W 00
zVzO
�
0 `„� O Q
z Qz �
4 M d� Q O
4 4
0
,�.i �.i ,�.i � O p U
3x8 SMOOTH G�DAR TOP z w J
3x8 SMOOTH GEDAR TOP 3x8 SMOOTH G�DaR TOP � � �
Rf�IL w/ E,45�D TOP
RAIL w/ EASED TOP EDGES (MILL TO 5H,4P�) RA�L w/ EASED TOP � Q
EDG�S (MILL TO SHAPE) �DG�S (MILL TO SHAPE) � � �
�—�
� �
/� �� 2Xh RS GEDAR TOP 2Xb R5 G�DAR TOP 2Xb RS GED,4R TOP O
� � GHORD GHORD, $OTH SID�S GHORD, BOTH SIDES
I I Ix8 RS T�G G�DAR Ix8 R5 T�G G�DAR �
I I Ix8 R5 T�G G�DAR Ix8 RS T�G GEDftR IX6 RS T�G G�DAR Ix8 R5 T�G GEDAR
HORIZONT,41. 51DIN6 HORIZONTAL
I I _ HORIZONTAL 51DING HORIZONTAL - _ HORIZONTAL SIDING FfORIZONTf4L
I I � 51DING m SIDING � 51DING
I I m m
7 I I I/2" GDX PLYWOOD
N�W D�GK �R,4MING N�w �X }�.� � I/2" GDX PLYWOOD I/2" GDX PLYWOOD
5�� STRllGTllR,4L D�GKING I I
NEW �RAMED i i ,bxb R5 GED,4R P05TS Q
STEPS � NEW DEGK �RAMING, .6X6 RS G�DAR �,6-O OG +/-
, „ ,6Xb R5 G�DAR POSTS
S�� S.�G�� P05T5 �,6-O OG +/- �,6'-O" OG +/-
N�W GONGR�TE � � cri 2x4 RS GEDAR BOTTOM
SLAB/STOOP I 2x4 RS GEDAR 80TTOM m 2x4 R5 G�DAR SOTTOM
GHORD, BOTH SID�S GHORD BOTH SID�S GHORD $OTH 51DE5 QC COPYRIGHT
\ / = Victor Mark
�X15TING N�W BLOGKING, �� i� m Donaldson � I
�-� n' NEW DEGKING Architects � \J
GRAWL SPA�GE SE� STR1JGTllRAL N�W DEGKING a N�W DEGKING All Rights
00 00 0 ° � , = o0 00
Reserved
� ° ° � � � THRU-BOLTS W/ WA5HER5, � ° � °
N�W STllGGO N�W BLOGKING, THRJJ-$OLTS W/ WASHERS, SEE STRUGI7JRAL THRU-BOLTS W/ W,45H�R5, � , (1) 09.26.12
SYST�M S�E ST1�lJG17JRAL _ SE� STRUGTllRAL - 5�� S1R1JGl1JRAL
- I I/2" GHAM��R ' - I I/2" GHAM��R
�XISTING GONG. I I!2" GHAM��R DEGK �RAMING, o
�011NDATION W,4LL 5�E STi�.JGTIJRAL 2x12 R5 G�DAR FASGIA TRIM D�GK �RAMING,
NEW P.T. 51LL �� NEW GONT.2xl2 R.S. ° $ETWEEN,bXb POSTS SEE STRUGIIJRAL 2x12 R5 GEDA�R F,45GIA TRIM
�� G�DAR �ASGIA/TRIM B�TWE�N,bXb POSTS ' � 07.31 .�0��
II B�TVJ��N,bXb POSTS
�XISTING 8 � ,bXb POST LOGATION, S��
GONG. WALL NPW STllGGO SYSTEM 5TR1JG17JRAL PLANS , . ��__ ����
. V--
NO �OAM
DECKAND
������� I � ���� I �� ������� I � ���� I �� GUARDRAIL
� � �� _ � �� ������� � � ���� � �� ������� � � ���� � ��
5G,4LE: 3/8 - I - O Q �� SG,+�L�: ��� - �� _ ��� �� SG,4LE: ��� - �� _ ��� �� - -
sc,�.E: �° �� o° DETAILS
0 0 0 � A6 . 1
p � � � o � � �� 0 � 00 � �
� � - , -
7 N�W GEDAR I x8 N�W 2x8 R.S. G�DAR � � � � O N
A7.4 GHANN�L LAP 011T51DE GORNER TRIM
8 HORIZONTAL SIDING
p�,3 I I/2" �XTRUDED FOAM
�XISTING SH�ATHING INSULATION, TAP� ALL .lOINTS
TYVEK, HO1JS� WRAP
�XISTING GORNER
2x4 PAINTED �RAMING
METAL TOP R,41 L —
N�W GED,4R SIDING � NEW 2x4 �llRRING
I �XISTING SH�ATHING
2� G�DAR TRIM ��' � J
� IN51D� GORNER �XISTING SH�ATHING ►a�-
NEW G�DAR 51DING ��K' ��5� w�`� �XISTING WALL �RAMING
�,-�_
I I/2"xl I/2" T1J8� STE�L �
RAILING PIGKETS SPAG�D I TYVEK, H011S� WRAP
3 3/4" A-PART I I/2" �XTRUD�D �OAM I EXISTING WA�LL �R,4MING
� INSULATION, TAP� ALL .101NT5 7 _
m GEDAR GAP A�•4 NEW G�DAR Ix8 T�G A R C H I T E C T S
� � 2x4 TOP RAIL O � � HORIZONT,4L. SIDING
_ � �I �I �I � �,��� �XTRUDED �OAM 9 0 W B E N C H I� R R K R 0 R D
� �3 � I � I I `�� I I `�� I �� ���I `��� INSUL,4TION, T,4PE ALL JOINTS I T E 2 l
O� � E: �� _ � _ �� S U O
o � � � ��� - � o
2x4 $OTTOM RAIL o � � B 0 X 5 3 0 0
,bXb R.S. G�DAR POSTS
o �
AvoN , cos � 62o
TR�X D�GKING Q7
� 2x12R.5. G�DAR � � I � I �,� ���� I �� ����,�� i11 0 . 949 � � � 00
B�LLY BAND � I SG�.�: � �/2" = �' - O�� v m d a v m d a. � � m
�
FAX 949 . 5205
5'-II" I/2" DI,4. x 10" LONG LAG
,bxb R.G. G�DAR P05T RIPPED SOLT W/WASH�R �� •=•- -'
TO 51 Z� AND $OLTED TO TFf� `�� ��► ' 'e�t�`
����� � X � �� I I I `�� 8 SllILDING GORN�R, A5 SHOWN I/2" DIA�. GARRIA�G� . f:, `�� � �'���
� � � 7
�� �i�tL.�: �n - �� _ �n �.3 �2 $OLT2-O O.G. � � ,��
�`,' '.'� �� ��1i� �:r
2X4 R.S. G�DAR TOP �= ;�� , -',';'
OR $OTTOM GHORD .? � , �� _ � �
�� � �, ��
,U� I T � ' ' ' Ix8 RS T$G G�DAR
���- �
� � I HORIZONTAL 51DING `'';���� "`.:� � � [�
-----r=��J--------�--�------
. ,.
------------------------ �'�,.
NEW GORNER TRIM '`��,
2��x2�� STEEL T1J$�, , � I/2" GDX PLYWOOD .e�,, <1 :,.
5"x5" 3/lb° STEEL P05T 1^I�LD�D TO �1..T��1��T� I NEW WOOD SIDING �x��'. �, ��'� t��"��
PLAT� $ELOW �-;- '-. �
� .-,.�.,`..�.Y._...�..���
- -----,-------------------------�� Ix8 RS T�G G�DAR -�-�--.� ...-
P
-------------------- - -
DIA. HOL�S
� �
;�;_;,� HORIZONTAL 51DING
_ 1 + �- 1
�
O O m —
2X4 R.S. G�D,4R TOP
OR BOTTOM GHORD
J L �
�
m N�W DOOR TRIM I/2" NUT W/WASFi�R
�XISTING W,4LL G011NT�RSUNK 3/8"2'-O" O.G.
�RAMING
� NEW2x GORN�R TRIM �
� r
tt' 2"x4" 5TL 17JSE TOP RAIL, _
PAINT�D
0 � � �� p
m " Q r`
I Y" 5Q. B,4LllST�RS �5Y4" OG, N�W WOOD SIDING �
Lf�
NEW DOOR PAINTED � Cfl
� � �
3/4" I 3/4" I 3/4" 3/4" — w �
2"�t2" STL Tll$E POST w/ � � z �
b- �0�� fi0 ,I/���� �- ° Q
5��x5��x3�,�� STL PLAT� � ' O" 0
5 OG-LAG BOLT THR011GH (n �/
������� 3 PLAT� INTO TRIM � SGAL.E: 3�� = �� - O" z � z
�� �
5G,4LE: ,6�� _ �� _ ��� M d� Q J
2x8 SMOOTH G�DAR TOP N�W G�DAR Ix8 R.S. GHANN�L � O
PLATE w/ E,45ED TOP �DG�S LAP HORIZONTAL 51DING ON ~ O Q U
NEW DOOR �RAM AND 2x2 �1JRRING SLE�PERS AT Z W
INTERIOR TRIM �A. EXISTING 517JD � � � J
TYV�K, H011SE WRAP N�W GEDAR Ix8 R.S. GHANN�L � >
Ix8 RS GEDAR GH,4NNEL LAP HORIZONTAL SIDING ON � �
NEW 5T1JGG0 5Y NEW DOOR THRESHOLD 2x2 �llRRING SLE�PERS AT �
HORIZONTAL SIDING ON BOTH
SID�S ON I/2" GDX PLYWOOD �A. �XISTING STllD
EXISTING SH�ATHING TYVEK, HOIJSE WRAP O
�""""""? TYVEK H011S� WRAP 2x4 RS GEDAR BOTTOM
, �
II I_ I, GHORD BOTH SID�S EXISTINC W�LL INSULATION,DTAP� ALL JOINTS
I I/2 EXTRUD�D �OAM 100 O I I/2 EXTRJJD�D �OAM
�XISTING WA�LL ;
INSULATION, TAPE AL.L JOINTS �XISING �IN. �LOOR Qq'-10 I 2" INSULATION, TAPE ALL JOINTS EXISTING WALL
"`����i EXISTING SH�ATHING TOP O� NEW D�GIGING '
EXISTING 5HE,4THING
GONT. NEW GAL�(ANIZ�D
-- PAINTED �LASHING
�X. �LOO� THRU-BOLTS W/W,45HER5,
5�E 5T'RUGTIJRAL GONT. N�W GALVANIZ�D
GONT. NEW GALV,4NIZ�D �R�MIN6, '�JEE PAINT�D FLftSHING W/ DRIP
PA�INTED PLASHIKG W/ DRIP
STRllGTllRA�L QCOP�R�Mark
2x GONT BAND ROIJGH TRIM
I I/2" GHRMFER Donaldson � I
Architects � \J
PLYWOOD 2x12 R.S. G�DAR GONT. 2x GONT BAND ROIJGH TRIM All Rights
2x GONT BAND R011GH TRIM -- B�LLY $AND TRIM Reserved
TYV�K H011SE 2x12 R5 GEDAR �ASGIA TRIM
WRAP 2x12 R.S. G�DAR GONT SAND B�TWE�N,bXb POSTS 2R�MR.S. G D R GO T B D , Q
��M EXISTING G.W.S. G�ILING ■ (1) 09.26.12
I I/2" EXTRUDPD POAM N�W STllGGO SYSTEM
INSULATION, TAPE ALL JOINTS
I I/2" �XTRUD�D EXISTING G.W.B. WALL I I/2" EXTRdJD�D POAM 1d�W 517JGG0 SO��IT ' � 07.3� .2��2
�OAM INSULATION, NEW STIJGGO SO��IT NEW 5T1JGG0 SYST�M �X15TING W�LL INSULATION, TAPE ALL JOINTS
TAPE ,4LL JOINTS
�XISTING 5HE�ITHING � � ��_ �22�
EXTERIOR
DETAILS
�Xfi�� I �� ,��0� fi� I M �Xfi�� I �� �� I � I �l� �XT�� I O� 1�00� T� I � �Xfi�� I O� 1�00� fi� I �`
�� SG,�LE: I I/��� _ �� _ ��� 0� SG,4LE: I I/2" = I' - O" �� 5G�4L�: I I/2" = I' - O" �� 5G,4LE: I I/.2�� _ �� _ ���
0 0 0 � A6 .3
� � � � o � � �� o � oo � �
� � - , -
� • � � ON
s�-a �i��� s�-a �i2��
1JNIT# DOOR# llNIT# WINDOW#
4.1_2 �.o.� � 3�-a ii�° s�-a ii2��
�L���TIONS �I�V�I�I� ��OM �XT��10� 2 ����—
FLOOR LE\lEL �LOOR LE1l�L
�
�
�n
5'-3" -
T-
m •
2'-II° 4'-a" 4'-a" 2'-II" I'-4" I'-Q" I'-4" �
�- ARCH I TECTS
� � � �
' � ' � 90 W BENCH �IRRK RORD
� � , �
, , , �
� � �
� � ,
- � � � � T O7
� � � ,
m '\\ m ,-' �� �' � � B 0 X 5 3 0 0
\ , , � AlION , C081620
\� i� ��r.l.D 4, .I.�
4.1.G
970 , 949 , 5200
4.0.�` �.0.� vmda@vmda. com
, � , � , � , �
, � , � - , � , � _
, � , � � , � , � �
, � , � _ , � , � = FAX 949 , 5205
, � , � , � , �
�� ..._ . . _ •r r�....f
� ,���.�
�� �
�,
4'-I° `. �/��;•,
�`,�" � V� T�f� �;"':`�
�,�
� � � '����..-�., = -� ;!�
� .�.� ���! ��
�' � �
��-a' i���� ��-a' i���� � . � -��:��,_ : � `
ry �,� ,�4 r�
,,
— 5. S���TY CL�ZINC-P�LL WINDOWS �ND CLf455 SH�LL GOMPLY TO i:. �'�-� "ri ^ �'�``��`��`���r
� . � � � � ,�/� � � � � � � � � � T � � 200� ��c � :- = ��
\ \ / \ S?���TY C L?�Z I NC I S REQ1J I i�ED ?�T:
� �
� � � � I. W I NDOWS �ND DOORS SH?�LL BE JELD-W�N, PELL,4 O� M,hR\ll N WOOD �R?�M� W/ �. STO�M DOO�S
\ \ � � M�T�4L GL�4D EXT�R I Ofi�. B. �I X�D ,4ND SL I D I NCC P,4NEL5 O� SL I D I NC DOOR ,455�MSL I�S.
\� \� / \ 2. C L,4Z I NC: G/�RD I N,4L LOW "� 3,6,6" I NSUL,4T�D CCL,455 G. �T �LL SHOW�iZ A�ND TllB DOORS
� � � \ D. ,4LL CL,455 IN TllBS ,4ND SHOW��RS L�SS TH,4N ,60" ,4BO�E
\ \ � � 3. P�izFOizMfkNGE Y�Lll�S: ll YA�Lll�_.35 SHGG=20
\ \ TH� ST�ND I N6 SU�F�G� OF THE TllB.
� � � � � � ry 4. �VERY SLEEP I NC i�00M �ND ��S�M�NT SH�LL �� Pfi�OV I D�D W I TH �T L�RST ONE �
� OPER�BL� ESG,4P� W I NDOW MEET I NC THE REQU I REMENTS L I ST�D ��LOW: E. C L,4Z I NG �DJ�GENT TO f� DOOfi� WH�i�E THE GL?�Z I NC I S
/ � / � � / � W I TH I N 2�F" O� E I THER �DC E O� TH� DOO� ,4ND I S L�SS TH,4N �
� � � ?�. SH/�LL H��IE MINIMllM NET GL�f�R OPENING O� S.rt SQ1JP��� FE�T.
/ /
� / � � �. M I N I MllM O�EN�SLE HE I C HT SH�LL B� 2�4". ,60" �4�O�1� F I N. �Li�.
� � � � G. MINIMllM OP�NRSL� WIDTH SHP�LL BE 20°. �. CL,455 WITHIN 18" O� THE FLOOR. �� 0
�/ �/ \� �� D. TH� SILL MllST BE NO MO�RE TH�N 44" �BO\l� THE �LOO�. ,6. �LL OPER,4TI�lE WINDOWS SH�LL H?�YE INSEGT SGizE�NS. " Q �
�� �� � � rt. GONTR�GTOR TO V'ERI�Y �011CCH OPEN I NC S �OR W I NDOW S I Z�S. � O �
8. \I��RI�Y �LL O�ER,4TIONS O� WINDOWS ,4ND WINDOW BR?�ND TYPE � � w �
� � � � WITH OWNEiz R�i�i�ES�NT�TIVE i�RIOR TO ORD�RINC�. z z �
� V o
� - - - - - F-- °
�4.1.I 4.1.2 4.1.3 � � �
Z Q z O
� � Q J
(1� Q
zo � �
,6'-� �/2" ��2�� a�� 2�2�� � � � Q
3'-a I/2" 3'-d I/2" 2'-q" O
� � � �
�2 I/2 � �
�
m O
- - �_2.M -°
� � � s�-a �i�° ��_8�� �,_��� � 42.N � d■
N �1 � —
�r �
`t N _ °a N
d- , ft
� \� / \
\ \ / \ \
\ \� / \ \\
� � - / �
\ 'i' / \ � -
i � � �-
i � �y ry / m / � m
i �
�r �r ��� \�� _ � /� � ,�/ // \� /� .-�'� � � �C COPYRIGHT
� � / / � Victor Mark
�.I.� 4.�.G `�' � � � '� Donaldson � I
� � cn � � ��L Q Architects � \J
�\ �i � -� � All Rights
� � / Reserved
\�� �'/ � � 42.iG \� /� . , (1) 09.26.12
i � �
i � i � / � � � � � � o
i � i � i � - - �.I ,-
�
/ \ / � � / \ �' 3'-O 3/4" 3'-O 3/4" / \ \ /
// \� // \� / \
\ /
4�.+� �.�.i 4.2.J 1 � 07.31 .2012
1 : 1 1221
WINDOW & DOOR
�� I �°� � I ���Y � � ���� ������ I ��� ELEVATIONS
� � sc�.�: ��2�, _ �� _ o�� U N IT-4
0 0 0 � A7 . 2
G� C� G� �Jiv � � G� C�� � � � Oo � �
B TYP. OPP. CORNER AND ON SIDES NEW 6" X 6" SQ WOOD COLUMN
� � �� 2'-0" +/- CENTER BETW. LOWER WINDOWS S4 NEW CONCRETE STEM WALL SUPPORTED ON �
NEW 3 x 3 x 12 DEEP CONCRETE PAD NEW FOOTING IS TO ALIGN WITH NEW
FOOTING WITH 10" Q� CONCRETE GUARDRAIL POSTS AND NEW FRAMING FOR C TYP. OPP. CORNER
PIER, CENTERED; ALTERNATIVELY, 23'-0" NEW 3 -2x12 BEAM, TYP. EACH SIDE OF NEW COLUMN; BUTT ENDS
STUCCO COVERED WALL AT CORNERS OF ABOVE CENTER COLUMN AND RUN CONTINUOUSLY OVER COLUMN TYP. AT COL. S4
BIGFOOT BF24 WITH 10" DIA. TUBE DECK (TYP. OPP. CORNER) NEAR DOOR; COVER EXTERIOR FACE WITH R.S. CEDAR PER AR B
MAY BE USED; INSTALL PER MFGR. 12'-9" 10'-3" S3 �, O x � E NEW FRAMING TO BEAR ON EXISTIN
INSTR. A
� �' U ti W S2 CONCRETE WALL
B S3 2'-7 1/2" (COORD. WITH FRAMING LOCATION) SEE DETAIL A/S4 � � � � � � �
S1 2 2 ' " � U 2
_ � I I I I � � � -- 2'-7 1/2" (FIELD VERIFY WITH POST LOCATION;
_� . _ TYP. OPP. CORNER POST LOCATION IS DEPENDENT ON
� I � I � I D
I I I I I � .-. S4 � LOCATION OF JOIST AND GUARDRAIL
I L - - - J _ L - _ _ J �q � 2 CONNECTION PER D/S3)
K,,� r� NEW CONCRETE STEM WALL ADJACENT TO
CANTILEVERED PORTION OF � � � C �w W � EXISTING FOUNDATION WALL IS TO BE � � � NEW 2 x 12 BLOCKING AT GUARDRAIL
W A L L A B O V E (T O R E M A I N) I S3 �� � � � S U P P O R T E D O N E X I S T I N G S P R E A D F O O T IN G � � P O ST (TYP.); REF. D/S 3 F OR DET AIL S
� � � x � (TYP. OPP. CORNER) _ _ _ _ I I �
. , , . . . , . , � po 3 � - -- - - - -- I I
`�' U � EXISTING DOOR OPENING 1 1 1 1 � I I NEW 2 x 12 WOOD JOISTS @ 12" O.C.
(DOORS TO BE REPLACED SZ I I
EXISTING WINDOW EXISTING CONCRETE WALL - TO REMAIN PER ARCH.) S� NEW 2 x 12 WOOD RIM JOIST; COVER
� _ OPENINGS (WINDOWS O = DENOTES LOCATION OF NEW � F EXTERIOR FACE WITH ROUGH SAWN
1 �?
o TO BE REPLACED PER SIMPSON TENSION ANCHOR. C I I S2 CEDAR PER ARCH.
ARCH.) RE: DETAILS A AND B SHEET S3 I I
S2; BC&E SHALL OBSERVE
� EXISTING CONCRETE FOUNDATION WALL - STRUCTURAL CONNECTION OF ------ --T� 3
� �
�, E X I S T I N G B U I L D 1 N G ^ TO REMAIN B L O C K I N G T O E X I S T I N G E X I S T I N G W I N D O W S (T O 2
FOUNDATION WALL � q x � JOISTS PRIOR TO BE REPLACED PER ARCH,
- TO REMAIN � � � � I N S T A L L A T I O N O F N E W T Y P I C A L A L L W IN D O W S) I I �
� N � � � L E D G E R B E A M I I � L IN E S O F 2 x 1 2 B L O C K IN G, O N E A T
� �, EXISTING DOOR OPENING I MID-SPAN
O = DENOTES LOCATION OF NEW (DOORS TO BE REPLACED I AND ONE AT KNEE WALL BEARING
+ GUARDRAIL POSTS; COORD. � 16" TO FIRST JOIST
LOCATION WITH PER ARCH.) 3
� ARCHITECTURAL AND WITH � �
—� JOIST LAYOUT; RE: DETAIL D/S2
f � = SUPPORT END OF NEW 3-2X12 EXISTING FRAMED WALL - -- -- B NEW 3-2X12 BEAM
2'-7 1/2° (COORD. WITH FRAMING LOCATION) � BEAM ON TOP OF EXISTING 3 E
(TO REMAIN; CLADDING
BOTTOM PLATE BELOW TO BE REPAIRED OR S2 NEW 2X12 PRESSURE-TREATED STAIR STRINGERS;
� 10'-0" EXISTING TJIs ALONG EXTERIOR REpLACED PER ARCH.) 2 DOUBLE STRINGER AT ENDS; INTERMEDIATE
WALL; INSTALL NEW 3/4" STRINGERS 12" MAX.; DIP CUT ENDS OF STRINGER
PLYWOOD OR 2 LAYERS OF 1/2" TREX STAIR TREADS SIM. TO DECK; BOTTOMS 1N PRESERVATIVE; SUPPORT TOP ENDS WITH
PLYWOOD WITHIN WEB OF TREADS/RISERS TO ACCOMMODATE SLOPED JOIST HANGERS
EXISTING TJI, AND INSTALL 2 FIELD CONDITIONS PER SECTION 1009 OF
NEW SIMPSON L90 ON EACH NEW CONCRETE LANDING; MIN 38" WIDE X 36" LONG (BEYOND
2009 IBC; HANDRAIL PER ARCH NOSE OF LOWEST TREAD +12" TO SUPPORT BOTTOM OF STRINGER;
SIDE OF BEAM
CONCRETE: 4" THICK MINIMUM WITH #4@12" E.W.; 4,000 PSI AT 28
PA RT I A L F O U N DAT I O N P LA N - R E P LAC E M E N T D E C K U N I T 3 (U N I T 4 S I M. , O P P. H A N D) �4 = GUARDRAIL POST ALIGNS WITH DaYS, s-g�ro a1R ENTRa1NMENT; W/C RATIO 0.45 MAX.
SCALE: 1/4��-,�-o�� COLUMN; MAKE SURE JOIST
- LINESUPPROPERLYWITHPOST PARTIAL FLOOR FRAMING PLAN - REPLACEMENT DECK UNIT 3 (UNIT 4 SIM. OPP HAND)
NOTES: TO ENSURE PROPER SCALE: 1/4��=��-o��
1. DIMENSIONS FROM ORIGINAL DRAWINGS; CONTRACTOR TO FIELD VERIFY. CONNECTION PER D/S2 AND D/S3
GENEI�A� NOTES
1. DESIGN CRITERIA:
A. The structural design is in accordance with the 2009 IBC as modified by the Town of Vail.
B. Live Loads: Snow = 100 psf(no increase in stress for duration), Wind= 10 psf min.
C. Allowable Soil Bearing Pressure: Assumed to be 1,500 psf(per 2009 IBC, Section 1806.1, Table 1806.2)
2. LUMBER:
A. Joists: Hem-Fir, No. 2 or better, preservative pressure-treated per AWPA U1-UC3A. REFER TO ARCHITECTURAL
B. Ledger and Beams: Hem-Fir, No. 2 or better, preservative pressure �reated per AWPA Ul-UC3A. REFER TO ARCHITECTURAL DRAWINGS 03/A6.1
C. Blocking: DRAWINGS OS/A6.1
(1) For Joists: Hem-Fir, No. 2 or better, preservative pressure-treated per AWPA U1-UC3A.
(2) For Interior Between Existing TJIs: Microllam LVL by Trus Joist/Weyerhaeuser.
D. Columns: Hem-Fir, No. 1 or better, preservative pressure-treated per AWPA Ul-UC3A.
E. Guardrail Posts: Rough sawn Western Cedar, No. 2 or better.
F. Hardware: By Simpson Strong-Tie, as specified. All hardware shall be ZMax coated (hot-dip galvanized per ASTM A653).
Use hot- galvanized fasteners (per ASTM A 153), sizes as specified by Silnpson Strong-Tie.
3. DECKING:
A. TREX Transcend 1 x6 square edged boards, color as selected by HOA.
B. Fasten with hidden fasteners in strict accordance with manufacturer's recolnmendations. For butt joints, where the decking
ends meet over a single joist, install a 2x nailer to allow each board to be secured at 90 degrees.
C. Width-to-width gapping (or length of board adjacent to walls): 1/4" minimum (3/8" ininiml�m if temp. is less than 40 deg. F.)
D. End-to-end gapping: 1/8" minimum (3/16" minimum if temp. is less than 40 deg. F.)
E. End-to-rigid abutment: 1/4" minimum (1/2" minimum if temp. is less than 40 deg. F.)
4. PRECAUTIONS "��' � '� '����-�
b�L.�� -.��, ��.I�a`�'�:��°�:
.. F �.,
.y°� ,' qi.p'L�'b] _. �1'..E F
�
A. Load Liinitations and Bracing: portions of the decks are deteriorated. The Contrac�or will use extreme caution with regards tio � i4 �� +� °., ���-�
concentrated loads, equipment loads, loading from stacked debris or materials, etc. during the Work to prevent damage to '�; T � =
these structural elements resultin g from excessive loadin g. Provide pro per shorin g and bracin g of new and existin g structural A PART I AL S I D E E L EVAT I O N g PART I AL E L EVAT I O N y � . -
elements when necessary. sca�E: ,�4°-,�-o° SCALE: 1/4°=��-o° �`�� �` '���
� � r
•.'.�',-. -.a c a - N
B. Protection of Building: This work will expose the building to water leakage damage and flooding if proper precautions are not �����, �'�;���C,, " � o
� �r'�iY�v,',i�'�' N
exercised. The Contractor will keep the building affected by the work watertight at all times, and will be responsible � �
for and pay for the correction of any water leakage related damages that occur in or around the work area during the work. �� ��� ��-��� �
�,. �
�
�
5. DISCOVERY: �
�
0
A. Durin work the Con�ractor ina encounter existin� conditions which are not now known or are at variance with the drawinas �
� � Y b � Revision No. �3 Date 0-22-13 Revisions for stucco walls at corners of deck o
(discovery). Such conditions may interfere with the work, or may consist of damage or deterioration to structural materials or �,
components which could jeopardize the structural integrity of the buildings or coinponents. The Contractor shall notify BC&E 9-13-1 � Revisions for as-built conditions• revised connection detail� additional column �
of all discoveries he believes ma interfere with the ro er execution of the work or ma 'eo ardize the structural inte rit of Revision No. � Date , , �
Y P P YJ P g Y
the buildings prior to proceeding with work related to such discoveries. B u i 1 � i n Q Project EXTERIOR BUILDING REPAIRS INCLUDING DECKS BC&E No. 12049 0
B. All information pertaining to the existing construction has been derived through a review of available portions of previous C o n s u 1 t a n � � -�
design documents, and limited observations and field-exploration by BC&E. All dimensions, elevations, and existing details & E n g i n e e r � , [n � . POtatO PatCh CIUb COnC10P711nIUl'71S - UnItS 3 & 4 �ate 8-� -� 2 �
shall be field-verified by the Contractor prior to shop detailing, fabrication, acquisition, or installation of materials. SCa�2 AS-NOTE� �
U
Contractor shall notify BC&E of any existing conditions discovered to be different than that indicated in the drawings or 1520 West Canal Court, Suite 240 Sheet Title . �
notes. BC&E will review the situation and inform the Contractor of necessary changes, if any. �7 e Cl e ra� N OteS, StrU CtU ra� F ra I"Tl I fl g P�a Cl S & �
C. BC&E shall field verify conditions, where noted. LlttletOn, C0101'aC10 8��2� � � �
303.350.�00o tei � 303.350.�004 faX Elevations for Replacement of Exterior Decks s�eet �o. �
EXISTING EIFS SYSTEM; TRIM
12�� BOTTOM EDGE AND CREATE NEW
BACKWRAPPED BOTTOM EDGE 2"
ABOVE TOP OF DECKING; HOLD NEW LVL WOOD BLOCKING, TYP EA.
2„ 4 ��2„ WOOD TRIM 2" ABOVE TOP OF SIDE OF EACH JOIST. RE: DETAIL A/S2
DECKING FOR ATTACHMENT
EXISTING WALL FRAMING NEW PREFINISHED SHEET METAL NEW TENSION ANCHOR
(TO REMAIN) FLASHING; 6" VERTICAL LEG AND 4' INSTALLED ON ONE NEW DECKING, RE: PLAN
HORIZ. LEG; LAP AND SEAL ALL SIDE OF EXISTING EXISTING FLOOR SHEATHING AND
JOIST. LOCATIONS AS FLOOR FINISH - TO REMAIN
EXISTING TJI FLOOR JOIST JOINTS AND LAPS WATERTIGHT; SHOWN ON THE PLAN NEW 2x BLOCKING
12" O.C. CUT OFF LAP WRB OVER FLASHING NEW JOISTS, RE: PLAN
@ B / WITH MAXIMUM BETWEEN JOIST, TYP 2
EXISTING TJI JOIST AT S2 NEW 2 x12 LEDGER ANCHORED TO SPACING OF 48" LINES, RE: PLAN FOR
FACE OF EXISTING NEW LVL BLOCKING @ 12" O.C. LOCATIONS
PLYWOOD WALL / WITH 2 -3/4" f� x 8%" LONG LAG
SHEATHING (TYP.) BOLTS IN PREDRILLED HOLES
< < < - _
, - �-
� ��.
. ' `' ;' ',, NEW SIMPSON H 1 OR H2.5 �,
� ' ' ` ,
,,
� ' '� HURRICANE TIE AT EACH NEW 2x6
� � ` .� , , ��`� � , � � �' JOIST, TYP ��;
PRESSURE TREATED
� �1/ � ' ��,1 i� WOOD NAILERS
O O O O N � o � � , n, �; '� aNCxoRE� To
� � O O O � � ' '
� � � ����� '�, �' i i �'�, j�� EXISTING CONCRETE
� o � � � � � r� �� �� � �'�
�� � � � � � STEM WALL
�
;
,_ � NEW BITUTHENE 4000 BEHIND LEDGER; �� ' � � ' � � �
� � �XTEND ONTO SHEATHING 6" AND LAP � �
� �
�� OVER BACK LEG OF LOWER FLASHING; '`��� ��,
APPLY LIQUID MEMBRANE AROUND
I�` � ROD PENETRATIONS
�._
��`F� NEW SIMPSON DTT2Z TENSION ANCHOR
@ LOCATION AS SHOWN ON THE PLAN,
NEW LVL 1.75x9.25x12" LONG BOLTS TO BE SNUG-TIGHT AND
LVL BLOCKING EACH SIDE OF THREADS SCARED. USE %" Q� .��1�
_.__:
EXISTING TJI WEB. ANCHOR ,- ALL-THREADED ROD. SPACED AT 4' O.C. NEW 2x6 SOLID WOOD u
THRU WEB WITH 4 - 1/2" Q� x 4" / MAX BLOCKING
IN PREDRILLED HOLES. LAG EXISTING CEILING - TO REMAIN.
BOLTS LOCATE AS SHOWN INSTALL NEW SIMPSON %2" Q)
TITAN ANCHOR BOLTS WITH EXISTING CONCRETE
NEW JOIST, RE: PLAN FOR SIZE AND 3" MIN EMBEDMENT AT 48" `/� �"' STEM WALL
EXISTING WALL FRAMING - EXISTING TJI FLOOR JOISTS @12" O.C.
TO REMAIN . . SPACING ON CENTER
NEW PREFINISHED SHEET NEW SIMPSON LU210 JOIST
METAL FLASHING. INSTALL HANGER, TYP 8" FIELD VERIFY
BEFORE NEW RIM JOIST, SLOPE NOTE: BC&E SHALL OBSERVE
DOWN AT 30 DEG, AND EXISTING EIFS SYSTEM TO BE STRUCTURAL CONNECTION OF
PROVIDE 1" MIN OVERLAP REPAIRED PER ARCH. TRIM TOP OF BLOCKING TO EXISTING JOISTS
OVER EXISTING FACE OF EIFS; EIFS AS NECESSARY TO INSTALL PRIOR TO INSTALLATION OF NEW
TERMINATE WITH DRIP NEW SLOPING FLASHING ABOVE LEDGER BEAM
SECTION AT EXTERIOR WALL - UNITS 3 & 4 B BLOCKING OF EXISTING JOIST DETAIL C DETAIL AT STEM WALL SUPPORT
A SCALE:3"=1'-0"
SCALE:3"=1'-0" SCALE:3"=1'-0"
� NEW GUARDRAIL PANEL RE: ARCH
NEW GUARDRAIL CAP RE: ARCH;
ATTACH TO TOP OF 2X4S WITH 2 #8 X NEW 6X6 WOOD GUARDRAIL
3" LONG COUNTERSUNK WOOD , NOTE: GUARDRAIL POST AND POST; REFER TO D/S3 FOR � '
SCREWS AT 16" O.C. � �'� �' � ���� � r�
GUARDRAIL PANEL NOT CONNECTION DETAILS TO JOIST ,, ,
,�,.` � �
SECURE TOP AND BOTTOM RAILS TO SHOWN FOR CLARITY; REF. �
GUARDRAIL POSTS WITH 2 #8 X 3" LONG � � TO D/S3 FOR CONNECTION NEW TREX DECKING; TRIM a
DETAILS TO BEAM NEW TREX DECKING DECKING AROUND GUARDRAIL
COUNTERSUNK WOOD SCREWS INSTALLED � POST WITH 1/4 " GAP
AT 45 DEGREE ANGLE "—'
x
NEW R.S. CEDAR 2X4 ON EACH SIDE OF ,�
PANEL; FASTEN WITH 2 #8 X 3" LONG ~ — ,_�� --_ _ _ �
� --���___ �� � �, � NEW SIMPSON L50
_.__ :
COUNTERSUNK WOOD SCREWS AT 16" O.C.; Q �` f� REINFORCING ANGLE
ALTERNATE SIDES; TYP. AT BOTTOM RAIL �
� ,'� �
� , NEW 3-2X12 BEAM; SEE D/S2, � � �
NEW GUARDRAIL PANEL RE: ARCH; � j NEW 2X12 R.S. PROVIDE MIN. 3" BEARING ON NEW �,�
OO OO `
RAIL CONNECTION DETAILS SHOWN �, � CEDAR PER � WOOD PLATE I' oO OO
IN THIS DETAIL APPLY AT ALL � � ARCH. �° °� '��
GUARDRAIL LOGATIONS v � ANCHOR NAILER WITH %" � SIMPSON TITAN ANCHOR BOLT �� '� �
cC �� ' � NEW BLOCKING PER DET IL D/S3
d ;`: 48" O.C. MAX. PROVIDE 3" MIN. EMBEDMENT INTO EXISTING ��
� CONCRETE
;
NEW 6X6 WOOD GUARDRAIL w � �
POST; REFER TO D/S3 FOR � , �' �\ NEW NEW SIMPSON L50 ��
CONNEGTION DETAILS TO JOIST FLASHING � � � � REINFORCING ANGLE cr, 2' O.C. ��
WITH DRIP ��i �� — '� NEW 2X12 R.S.
NEW TREX DECKING; TRIM �� r� m ABOVE � �-- EDAR PER
DECKING AROUND GUARDRAIL STUCCO ARCH BETW.
POST WITH l/4 " GAP � POSTS
NEW 2x RIM JOIST AND NEW
BLOCKING FLASHING
— `" -� �-- NEW 2X6 PRESSURE-TREATED WITH DRIP TO
_ _ ��� ,� �� � ._ , ..1V., f �
`�--_ ,� � �
W D N ILER T EXI T1N �'�, COVER TOP OF
NEW 2x JOIST AND HANGER, �����, u �``�V�� �'���'� �_ _ CONCRETE FOUNDATION
BEYOND o I � .� t4 ± � �"r��, *,� �*�:: WALL STUCCO o
�O �O '�' � , ;` ;� _ ��� -�� xEpalx sTUCCO N
� �� �-- �� �� � � � � .-� ANCHOR NAILER P�R E/S2 ON EXISTING �'
�o �o ' � � � � �� - s = FOUNDATION �'
� ,
, ,
O OO i' REPAIR �_, !�_` � ���' � i�e; �,-' /`, `,,,
- �:�, _. ; e �c�¢ 3 � WALL PER ARCH o
s ,� , Y
TU N � ,
FDN. WALL ��� �,�,,n�,,�- .� �
�:;,���.,.➢�,,,, .,..� �
�'�' PER ARCH EXISTING CONCRETE o
� ;''� ; �-�.�r�: �
NEw 3-ZX�2 HEM FIR #2 oR sET-rER - PRESERVaTrvE '', ' FovlvDaTloN waLL - To ,�.� F NEW GUARDRAIL POST ABOVE FOUNDATION WALL L
" REMAIN SCALE:3"= 1'-0" �c�
PRESSURE TREATED; SISTER WITH FASTAP DAC 450 5 Q
SCREWS (FASTAP PLUS DURACOAT XT LONG PACK) ' �e �
�
ON BOTH SIDES; 2 PER ROW @ 8" SPACING; 2: FROM B u i 1 d i n Project BC&E No. 12049 0
TOP AND BOTTOM; 4 sTAGGER � EXTERIOR BUILDING REPAIRS INCLUDING DECKS
2X12RSCEDAR &�Enginee�r�s . inc . �ate 8-�-� 2 �
Potato Patch Club Condominiums - Units 3 & 4
PER aRCx. Scale AS-NOTED �
BETwEEN N EW B EAM B EAR I N G D ETAI L �52o west Cana� Court, Suite 240 �heet Title �
SECTION AT NEW GUARDRAIL POST AND BEAM E SCALE:3��=,�-o�� �
� SCALE 3��=,�_o�� posTS Littleton, Colorado 80120 Stru ctu ra I F ra m i n g Deta i I s S 2 �
303.350.1000 tel 303.350.1004 fax sheet No. °"
Z NEW 6" X 6" WOOD COLUMN
� NEW STUCCO SYSTEM OVER RIGID
3 �, GUARDRAIL NOT SHOWN FOR
� CONVENIENCE FOAM INSULATION PER ARCH.
� NEW WEATHER-RESISTIVE
a centered NEW SIMPSON EPB66PHDG POST NEW WOOD BLOCKING BARRIER PER ARCH; LAP OVER
� BASE, PROVIDE A 1" MIN. U VERTICAL LEG OF FLASHING
� STAND-OFF AND 5%2" MIN. � NEW PREFINISHED SHEET METAL
EMBEDMENT INTO NEW CONCRETE rs; FLASHING WITH 3" VERTICAL LEG;
o � PIER. NEW DECKING � � SLOPE TOP SURFACE FOR
h �, '� � DRAINAGE
SLOPED SURFACE FOR � � � � NEW 2 x12 JOIST; POSITION AS
DRAINAGE AWAY FROM - � �, CLOSE TO THE WALL AS
NEW PIER, PROVIDE 6" DROP � � NEW JOIST REASONABLY POSSIBLE (NOT TO
IN FIRST 5-FT EXCEED 12" FROM JOIST SHOWN IN
� A/S2
� ��' �� l�
�, �°"�`-- - NEW TREX DECKING; LEAVE GAP
�VA��VA //��// ',���
AS PER MFGR. AT WALL
r��/ ����
10�� � �� �, � � �,%' ,
� �
'', � '� 1 \,,
NEW #4 DOWELS, 3 TYP ` '`
; `,,�' !,,� �1' `�
,, � J'�, �h� NEW 1/2" �� � NEW CONT. 2X BLO � TO
PLYWOOD �; � SUPPORT OVERHAN G EDGE OF
� '� � SHEATHING TREX (WHERE NEED
REPLACE EXISTING SOIL IN � NEW3-2X12 BEAM; SEC D/S� � TO COVER ��'�� �
i i'� f����,
12" LIFTS COMPACTING TO SIDE OF NEW BITUTHENE 40 0 TEND UP
95% MODIFiED PROCTOR � '' ''�
WOOD ' ` SHEATHING 6" ABO CK AND 6"
FRAMING � ONTO CONCRETE W L TRIP IN
� a � , VERTICAL LEG OF L W
,��,'� FLASHING � `�
���� _ /'��'
EXISTING TJI (TO RE
��, - �
i', N � ��
�, �, �__�_—"'"�� � �: MA[N)
, �
_�
��
� � _ = I � NEW SIMPSON STEEL COLUMN
� � —I I � CAP CCQ66SDS2.5 WITH THE 90 NEW OR EXISTING RIGID FOAM
�. DEGREE OPTION. PROVIDE A MIN. INSULATION PER ARCH.
� 3' square OF 2 -1/2" BEARING FOR EACH
M 3-2X12 BEAM; BLOCK BACK SIDE
OF BEAM WITH PRESERVATIVE �'�
NEW 4- #4 BARS BEAR NEW FOOTING ON EXISTING PRESSURE-TREATED BLOCKING 4 1�2�� NEW 6" X 6" OOD COLUMN
EQUALLY SPACED, UNDISTURBED SOIL AS NECESSARY TO FIT SNUGLY NOTE: AT DOOR THRESHOLDS, INSTALL NEW
INTO CONNECTOR SELF-ADHERING FLASHING MEMBRANE INTO ROUGH
TYP EA. WAY OPENING ON SILL AND 6" UP EACH JAMB; EXTEND SHEET
METAL FLASHING UNDER THRESHOLD AND UNDER NEW
REFER ALSO TO FOUNDATION 5 1�2�� DECKING; PROVIDE CONTINUOUS BLOCKING UNDER
PLAN SHEET S 1 FOR ALTERNATE �3 LEADING EDGE OF THRESHOLD AND TREX TO PROVIDE
FOOTING USING BIGFOOT BF24 COMPLETE SUPPORT AT DOOR OPENING
SECTION AT NEW FOOTING � B EW BEAM-TO-COLUMN DETAIL C WALL-TO-DECK DETAIL �
A SCALE: 11/2"=1'-0"
SCALE:3"=1'-0" SCALE:3"=1'-0"
D�T2 Atta�hment of Guardr�i I ��►st �Ju�side Rim/Joist
�et�a%I A
DTT2 to joist
layou� � �' �� Rim joist �ost Post
� �
�
� �
� - �TT2 �2) DTT� Deck�ng
� � � �ecking (one each sfde) �typ,� NoTUSED
' �� - (t�p�)
� , -
Detail � � � Deck joists� _� o 0 0 0 2" __� o 0 o Q �__ „
�locki n � ' 2
DTT2 to � ' , � � � � ' '
0
-___�
o � � � o0 00 00 00
blocki�g _ - - - - - . - , ===s �:- � , �� ..�..f
'" ` a �. � �j��.,W e:�
� 1 ____� 11 _ 11 _ � �� � ��`�F J�" '���°
layout , - 2 �
� � �� ,�= ��. . ,y,. .
. . �,�•'1 r
, I o _ 4 � p_ s . •,, , ti ',•.
r � -
� � �"�
/ ' o �� � .�a' �' ���"
� �' '/2" diameter 1/2" diar�eter 16" min . � �` a
� -
� � — • Rim � ; �
.� �* � _ �
� _ � _ _ - - ' machine bolts or maehine bolts � i =
joist Joist Blocking - �, � ,� -
threaded rods with or thread�d rods - � �� � ,��,
�
. � � � �r r., .�
nuts and washers with �nuts and Joist � � ��C� m �' ��
�m. , �
��q -�� q
• �s f �.�� ,���� �� i� �` e�
, . � �,�o�.. � ',�Y� , �..
washers ,, so��9.��,
Band �o�st .,�_ <<
• . D eta i I A . D eta i I B ����. '� ��� N
l.� Plan V�e�v EE�vat�on o
. �
�
�
�
� Revision No. �3 Date �-22-� 2 Revisions stucco walls at corners of decks �
0
�
• Revision No. � Date 9-2�-� � Revisions for as-built conditions; exterior insulation per Ai-cl�. o
FROM SIMPSON STRONG-TIE BULLETIN T-GRDRLPSTIO �,
.�
Revision No. � Date 9-13-1 � Revisions for as-built conditions; revised connection detail; additional column �
B u i 1 d i li Q Pro�ect EXTERIOR BUILDING REPAIRS INCLUDING DECKS BC&E No. 12049 0
DETAILS FOR GUARDRAIL CONNECTION c° ° S °' tap ` S Date 8-1 -12 �
� sCALE:3°—��-o° & E n g i n e e r s , 1 » � . Potato Patch Club Condominiums - Units 3 & 4 �
- Scale AS-NOTED �
1520 West Canal Court, Suite 240 Sheet Title �
�
Littleton, Colorado 80120 Structural Framing Details S3 �
303.350.1000 tel 303.350.1004 fax sheet No. �
\� �/ �
NEW 2X6 PRESERVATIVE-PRESSURE NEW STUCCO (REF. ARCH FOR
EXISTING 1-1/2" THICK EIFS NEW 2X12 RS CEDAR TRIM PER ARCH; TREATED STUDS CONTINUOUS FULL
TO BE REPLACED BY NEW POSITION 2X SO THAT IT IS PROUD OF � ALL FLASHING AND
STUCCO OVER SURFACE OF STUCCO OR EIFS (ARCH. TO HEIGHT), AT LOCATIONS SHOWN ON
1NSULATION OR EIFS VERIFY); SHEET METAL FLASHINC PLANS. TRIM 2X6 STUDS (OR USE 2X4 WEATHERPROOFING DETAILS)
ABOVE DECK JOISTS SHOWN IN DETAIL W STUDS) AT END OF EXIST. FDN. WALL;
EXISTING 1/2" PLYWOOD C/S3 TO EXTEND CONTINUOUSLY TO v� TOENAIL TO BOTTOM PLATE NEW 1/2" EXPOSURE 1
SHEATHING (TO REMAIN) EXTERIOR FACE OF BEAM, AND WRAP � NEW 1/2" EXPOSURE 1 PLYWOOD (TYP. / PLYWOOD (NOTE: PLYWOOD
AROUND WALL OVER TOP OF CEDAR � EACH SIDE OF STUDS) DOES NOT RUN THROUGH ON
EXISTING 1-1/2" THICK (+/-) TRIM (ARCH. TO VERIFY) � NEW STUCCO (PER ARCH.) DECK SIDE OF STUDS)
LVL RIM JOIST (TO TWO NEW SIMPSON STRAPS HRS6, ONE F- NEW 2X6 PRESERVATIVE-PRESSURE
Q TREATED BOTTOM PLATE; ATTACH NEW 2X6 PRESERVATIVE-
REMAIN); TRIM END FLUSH HIGH AND ONE LOW TO FASTEN INNER � WITH A MINIMUM OF 2 1/2" DIA. PRESSURE TREATED STUDS
WITH OUTSIDE SURFACE 2X12 TO SURFACE OF EXISTING � „ (CONTINUOUS FULL HEIGHT), AT
OF FLANGES OF EXISTING PLYWOOD SHEATHING AND LVL BEAM ANCHOR BOLTS WITH 7 EMBEDMENT; LOCATIONS SHOWN ON PLANS.
TJI UNDER EXTERIOR _ SPACE NO MORE THAN 6" FROM END OF
WALL `�' + BOTTOM PLATE AND NO MORE THAN ATTACH STUDS TO SIDE OF
� � TOP OF SLOPE (REFER TO q 6'-0" ON CENTER. 3-2X12 BEAM WITH SIMPSON L35
.� � - ' A/S3 FOR SLOPE OF GRADE ON ONE SIDE OF STUD; PROVIDE
N N ADJACENT TO WALL) CONTINUOUS PPT 2X6 AT TOP OF
� �
� � / � � �� GUARDRAIL
��i��j ���\���� NEW STEM WALL: 4,000 PSI CONCRETE
���j ' ;// WITH #4 AT 12 ON CENTER
MAX. SLOPE OF � �� a VERTICALLY (3 BARS MIN) AND #4 AT
ADJACENT GRADE 1:3 2 -0 M I N. ! 12" ON CENTER HORIZONTALLY (4 BARS
a MIN). WHERE NEW STEM WALL BUTTS NEW DECKING
f ' INTO END OF EXISTING FOUNDATION
� � WALL, PROVIDE #3 BARS (L-SHAPE 5" X NEW 3-2X12 BEAM RE: PLAN
N '� 16") DOWELED INTO END OF EXISTING o , ; ,
= 5-1/2" FOLTNDATION WALL 3" MIN. AND '' � �' ,'
c_ {
� � - ��� �,,�
EXISTING TJI UNDER � � � —' ANCHORED WITH EPDXY (LAP WITH o n
EXTERIOR WALL (TO � _� ' . HORIZONTAL BARS IN WALL); 2-1/2" MIN ��'��, !!,
REMAIN)
_ � ' COVER FOR REINFORCING o f,, + f'
— I NEW CONTINUOUS SPREAD FOOTING: ;'
FILL WEB OF EXISTING TJI 4,000 PSI CONCRETE WITH #4 AT 12" AND
WITH 3/4" THICK NEW 3-2X12 BEAM; CHECK _ = 2 LONGITUDINAL BARS; 3" MIN. COVER �
PLYWOOD OR 2 LAYERS OF POSITION AND ALIGNMENT OF = _ _ - BELOW BARS '�
1/2" PLYWOOD TO MAKE NEW BEAM WITH POSITION OF = _ _ • •
FLUSH WITH OUTSIDE CEDAR TRIM; COORDINATE _ _ �
S U R F A C E O F F L A N G E S WITH L O CATI O N OF NE W =1 I 1—� ' '_ � ' i�__�_ NEW 2X 12 JOISTS RE: PLAN
COLUMNS -� I I— � � � NOTES:
`° 1. USE SIM. ATTACHMENT NEW STUCCO (REF. ARCH FOR
NEW SIMPSON L90 ANGLE 16�� DETAIL FOR STUDS ON ALL FLASHING AND
CONNCCTOR; FASTEN PER MFGR. SIDES OF DECK 1NT0 WEATHERPROOFING DETAILS)
RIM JOIST
NEW 1/2" EXPOSURE 1
PLYWOOD
(PLAN VIEW)
FOOTING AND STEM WALL FOR STUCCO WALL AT DECK CORNER FRAMING CONNECTION FOR STUCCO WALL AT DECK CORNER
B SCALE: 1"=1'-0" � SCALE:3"=1'-0"
TIE IN OF NEW 3-2X12 BEAM AT CANTILEVERED WALL 3
A SCALE:3"=1'-0" � �
NEW STUCCO (REF. ARCH FOR
ALL FLASHING AND
WEATHERPROOFING DETAILS)
NEW 1/2" EXPOSURE 1
PLYWOOD (NOTE: PLYWOOD
W DOES NOT RUN THROUGH ON
� DECK SIDE OF STUDS)
H NEW 2X6 PRESERVATIVE-
�'" PRESSURE TREATED STUDS
�' (CONTINUOUS FULL HEIGHT), AT
EXISTING CONCRETE � LOCATIONS SHOWN ON PLANS.
FOUNDATION WALL (TO Q ATTACH STUDS TO SIDE OF 2X12
REMAlN) � RIM JOIST WITH SIMPSON L35 ON
� ONE SIDE OF STUD; TOENAIL TO
BOTTOM PLATE
SLOPE GRADE AWAY FROM NEW 2X6 PRESERVATIVE-PRESSURE
WALL, TYP. (REFER TO A/S3) •�, TREATED BOTTOM PLATE; ATTACH
WITH A MINIMUM OF 2 1/2" DIA.
ANCHOR BOLTS WITH 7"
�%�/ ��\� �� EMBEDMENT; SPACE NO MORE THAN
\ i,� . �j����� 6" FROM END OF BOTTOM PLATE,
PROVIDE #3 BARS AT 12" �/ �\� AND NO MORE THAN 6 -0 ON
�-� CENTER.
ON CENTER (L-SHAPE 5" X " .''
16" DOWELED INTO NEW STEM WALL: 4,000 PSI
EXISTING WALL M1N. 3" CONCRETE WITH #4 AT 12" ON
AND ANCHORED WITH � CENTER VERTICALLY (3 BARS MIN) °''""""�'"�°•
- _ :.p.4ir,,,,'� {4; ��:-�+
EPDXY (TYP. TOP AND ' AND #4 AT 12" ON CENTER °�:� F��'°� ��°i"��'�7
BOTTOM) � 5_1���� HORIZONTALLY (4 BARS MIN). :� L_��'i,� � �`� , ,,P�;t�
WHERE NEW STEM WALL TURNS � � - ��
P
EXISTING FOOTING FOR ��� • CORNER, PROVIDE HORIZONTAL #4 -� �� ��� �; � ��-
BARS CONTINUOUSLY AROUND � -�?� i ; -
EXISTING FOUNDATION � `5 �=������
WALL TO REMAIN CORNER �
� . •
''r-_ ,�, �e:�'�.:, T
i
+r,:a�i�l I,,��,�;��� O
'��I�r, :I��"��. O
� r
.���-�����" N
� �
�
.�
�
L
�
�
_I I - - I , Q
-i��_�i�- Revision No. �3 Date 10-22-12 Revisions for stucco walls at corners of deck
�
L
9-13-1 � Revisions for as-built conditions• revised connection detail• additional colunln �
Revision No. � Date , ,
�
Pro�ect BC&E NO. 12049 �
B °' ld �p � EXTERIOR BUILDING REPAIRS INCLUDING DECKS °
FOOTING AND STEM WALL FOR STUCCO WALL AT DECK CORNER �°En�,ne'��r', . 1 „ � . �ate 9-13-12 �
B SCALE. 1 =1-0 Potato Patch Club Condominiums - Units 3 & 4
Scale AS-NOTED �
1520 West Canal Court, Suite 240 Sheet Title �
�
3 Littleton, Colorado 8012o Structural Framing Details S4 �
303.350.1000 tel � 303.350.1004 fax sheet No. °-