Plans (2) BU P2017 -00177
� ' I
AVE S LAB
IF THIS BAR DOES NOT MEASURE
1-INCH IN LENGTH,THEN THE
[E V EIVED ❑RAWING IS NOT TO SCALE
== JUL 31 2017
P_1-B0 JEE ..
.....
..
'...
T ."
BUILDING DIVISION
r
12571S\A/ MAINSTI
'ocAT\co .
-
ARDOR722
9 3
. .
. .
0 I
-'`sf Flax s Fanno
IDGE ELEVATION
(E)ADDITION PROJECT RCreek Brew PL' I
PROJECT
1.
I •26.67' (E)ADDITION 1
NOT IN SCOPE SCOPE 1 " SCOPE NOT IN SCOPE
II I I i}4
! 1 `;F
Mem Street'
er
co
(N)WINDOW PER City P3rk(E)ROOFING TO
I REMAIN,TYP. LAN, TYP. • „II d afe
I ' I € f- 1 ( (- II
3 f 1tl ` I , 1 J111
lI I(E)GUTTER TO II I I' !' IIIIREMAIN,TYP. i'lliiIII1 111, ` uIII: III' 1 ' is Vh!
ItI Ili E { 1II I I II I t
jik
AVE
,Es alillyMexicanI I ! I ' I1 1 1 = I
_ I 1 ! i.II 8.83' 1111 111 I1111 III I111 111111111111111111 IIIIIII11IIIIIII I 1 11 ! 1II
(E)WINDOW TO ' 1 III ' ' 1 I 1 11 I I 11 I I I 111 I I ! II II I II II II II II II II II II II If II II II II II II II I I II I I I I I I I 1 I
REMAIN,TYP. `"' I 1 ' 1 1 1 ' 1 € , ; I ; ► 1 11
1 1 1 1 III I III 1 1 I II II 1 1111 II 1111 II II 11111111 II 11111111 II II I I II I I I 1 1 1 1 1 1 1 1 1 1
1 1 I I t1 1 1 1 1 1 1 ! 1 1 1 1 1 1 1 1 1 1 11111 11111111111111111! 11 1 1 111111111111 111 1 1 1 1 1 1 1 1 1 1 1 1
I1
.
1( I 1 1 I I I I III I I I 1 1 1 1 11 11 1 11 11 11 11 11 11 11 11 11 1 11 II 11 11 11 11 11 1 1 I 1 1 11 1 1 1 1 1 1 1 1
( 4„- ` - (E)EXTERIOR FINISHES tt
• - (E)EXTERIOR FINISHES TO BE
REMAIN,TYP. 1 ! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I DEMOLISHED,TYP. 1111 1 1 1 1 1 1 1 1 1 1 1 1
� _ I lilll 11111111E 1111111111111111111111111111111111111111111111 111111111111 •;� •
!I 11 1111
11 ! ' 1 . I 1 1 1 1 1 I I I I I III 1 1 11111 11 11111111I111111I 1111 11 1111111111111 1 111 1 1 1 I I i l l l l l • `� III { , ` I . I 1. II 1111 I I I I{ x I 1 1 1 �.
.1 I I 1 11 1 I 1131 : 1 fl ii Ii III 1 ! 1 1 1 1 1 1 1 1 1 141 1 1 11111II 1111111111111I 1111 II II 1111111111111 I II 1 1 1 I I I I I I I I I
\ (E)WINDOW TO I 2ND FLOOR I MAII l I 1111 11 kl ki ll II II II Ik II kl II II ll II II it 11 II II ll II ii ll II II II II II II ll kl II II II II II kl Il l l ll ll ll II I! 11 / �R w
1 nut REMAIN,TYP. �.. r ' '
10.00'
r
Mail E DOOR TO � 11 i 11 o
Imo■ I { ) I�� I j I T I ! I I _ S5. �; z
11
REMAIN.TYP. �'
1 , <
■kt• . • i it 11 I I I I 1- r ''
MU am
�� k�11♦� •
SII (N)WINDOW PER( . I♦==I♦���
TI llflll��� kt• PIAN:TYP. �_
(E)ADDITION ��# �� 1
: i ( }ADDITION
= .. (E)CMU WALL TO REMAIN, `����� E
(E)ELECTRIC METER.. il �� TYP. ����
TO REMAIN, TYP. 1♦1♦��®� 1 MEM
- . -
.-I� ■
(E)MAILBOX TO =me 111... II
i il
IIIIIIIIIIIIIIIIIIIMMIIMII
{ i ) I I E T I I I I I I I I I l 1
REMAIN,TYP. �� ■ I■ 1 I i I 111111 II i I I I II 111 I"1 1 • Q f
"��//l�/ /v/ /y/ `�/Y `� `% ��/\/ `7 v `� `l �i�• FINISH FLOOR r r r r c F I t i e r i , a
C <C\r /.�CI�Ui.. .�/.�/,� i�I/T1/,� , /�;!l�` �� �/t1i o.00' -.. �V/�7/4v/ / �!// /, V/V. / /, "/ U/Y/.ry/.�'1,W/ AY4k7/ l /, V/<, . /��i=" '
0
1 (E) NORTH ELEVATION 2 (E) U
SOUTH ELEVATION ~3
C.0 3116"= l'-0" CO.0 3/16"= 1'-0" 5 VICINITY MAP : w CO
C0.0 NTS Q
RIDGE ELEVATION
-Jr 1 il... .- 2667
� e
I I �/�
11 1101 111111111 111 •!.. (E)ROOFING TO
ill ' I 1 3 ; 1 E ROOFING 0 U)
1 1' •' ,.E O F T PROJECT STRUCTURAL NOTES: (TIGARD, OR) CC
REMAIN,TYP. I S` I
1 •
REMAIN,TYP. • W w
(E)GUTTER TO I I I'1l i it I IIN .,..,,_ E GUTTER TO GENERAL INFORMATION:
�� � r EAVE t ( ) 1. GOVERNING CODES ARE ,THE 2014 OREGON STRUCTURAL SPECIALTY CODE.REMAIN,TYP. I - REMAIN, P. THE PROJECT WAS DESIGNED FOR THE FOLLOWING LOADS.
I IV 18.83' I TY 2 DESIGNED
(E)WINDOW TO 3.
0
1 1 a. FLOOR LIVE 60 PSF m
(E)WINDOW TO Iil
REMAIN,TYP. I..L
REMAIN,TYP. 1 b. 2 T FLOOR DEAD 14 PSF
I IJ IJ •
4. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING WORK.
(N)DOOR PER •
0-
G.C.,TYP. (E)EXTERIOR FINISHES TO 5, CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME TYPE AND CHARACTER AS SHOWN FOR
ALL FEATURES OF
1II REMAIN,TYP, ir
SIMILAR CONDITIONS,SUBJECT TO REVIEW OF THE ENGINEER OF RECORD. '
• 111 I 6- GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS.
THE O
RESPONSIBILITY SHALL INCLUDE BUT IS NOT LIMITED TO DEMOLITION AND CONSTRUCTION MEANS AND METHODS, I
I- '__ :-
j E'i- I 1 TECHNIQUES, SEQUENCING,AND SAFETY REQUIRED TO COMPLETE CONSTRUCTION. LL
li•
E Er-I J") 1 7. ALL ERECTION BRACING,TEMPORARY SHORING AND CONSTRUCTION SEQUENCING SHALL BE THE RESPONSIBILITY OF"' I I L .l THE CONTRACTOR.
' (E)STAIR STRUCTURE i 8. ALL WATERPROOFING,DAMP PROOFING,AND WEATHERPROOFING SHALL BE THE RESPONSIBILITY OF THE W
TO REMAIN, TYP. 12ND FLOOR 1I I CONTRACTOR.
(E)COVER TO
(E)COVER TO J f _ �1 1000' �, ii,,, "
�1/! /� jCOREMAIN,TYP. ni ., -,;:s.,„.„,.:611:4
i ���� 4 �� ' ��� , r SPECIALINSPECTION: 1�__� 911,[11.010--
(N)DOOR PER REMAIN,TYP. 1. NO SPECIAL INSPECTIONS ARE REQUIRED PER OSSC CHAPTER 17. •
' 11•�1L ! sew N - G.C.,TYP. cul rs
El 1♦�, ,;I M D D FRAMING LUMBER:
1klt�l•'' 11 (N)WINDOW PER [ 1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH AND SHALL BE GRADED UNDER THE MOST RECENTLY ADOPTED �,(•�ot
' PLAN,TYP. �� ' �� (E)ADDITION OUTSIDE OF RULES OF THE WEST COAST LUMBER INSPECTION BUREAU(WCLIB).
(E)WINDOW 70 �-. € ��� �. PROJECT SCOPE,TYP. 2. ALL BEAMS AND JOISTS SHALL BE NUMBER 2{UNLESS NOTED OTHERWISE Z O
REMAIN,TYP. I
}
1 - r' 1♦==. ( �'� 3. GLULAM BEAMS TO BE 24F-V4 OR 24F V8 AS SPECIFIED ON FRAMING PLAN. _
''' i 1 1 _Amon mommom♦m. r ° I�� 4. ALL STUDS AND BLOCKING SHALL BE NUMBER 2. b P
• II.1•��l• M�I 5. ALL LUMBER IN CONTACT WITH CONCRETE OR EXPOSED SHALL BE PRESSURE TREATED !N ACCORDANCE WITH AWPA c
I_ �_�)♦��� an
�� STANDARD C-2 AND SHALL BEAR THE AWPA QUALITY MARK.
i i ,..,._
• ,-- I ti ' -_-� •"i` -" FINISH FLOOR 6. ALL FRAMING CONNECTIONS TO BE MADE WITH 51MPSDN FRAMING HARDWARE. COORDINATE SELECTION WI , w o
iia%/T//r;1/Y / �/ \/":"&'%/4',/,<?,.. Y �/ �/ �! �/ Y ` �/ `/ �/ ` /�� ENGINEER PRIOR TO CONSTRUCTION. i
/,�/, /7,�\�/\\ ..\\iC�<XVAV.��i./A/"./i1/A A7,,C</ �K,\\\/4\��</�i�i. 0.00' •, i1i/7'//�/y/ `�/y/ �� `�/v/ y v'/Av/"Y/ .\ \ "C/\rl
w �
PLYWOOD SHEATHING: m
1. ALL PLYWOOD SHALL BE C-D GRADE WITH EXTERIOR GLUE MANUFACTURED IN ACCORDANCE WITH THE UNITED Z .5 2
STATES PRODUCT STANDARD PS 1-83/ANSI A199.1 "FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD"AND SHALL 11 v]
�� (E) EAST ELEVATION �`� E) WEST ELEVATION 2. CONFORM TO UBC STANDARD 23-2 AND SHALL BEAR THE TRADEMARK OF THE APA. ,-N
PLYWOOD SHALL BE LAID WITH END JOINTS STAGGERED. V d I_
3. BLOCK ALL SHEAR WALL SHEATHING WITH 2X BLOCKING AT ALL EDGES. a
C0,0 3/1 6"= 1'-0" [',\ ..9.(___y3/1 6"= 1'-0" 4. OSB MAY BE SUBSTITUTED FOR PLYWOOD WITH SAME SPAN RATING. • z �,
TIMBER FASTENERS: w
1. ALL TIMBER MATERIAL SHALL BE FASTENED PER OSSC TABLE 2304.9.1,"FASTENING SCHEDULE"U.N.O. 1,
•PROJECT SCOPE: : PROJECT NO: P-2206-17
GOVERNING CODES: NON-STRUCTURAL NOTES: SPECIAL REQUIREMENTS FOR ALTERATION
DRAWN: 1
AAL
THE SCOPE OF THIS PROJECT IS TO REPAIR DAMAGE CAUSED BY A FIRE.THIS 2014 OREGON STRUCTURAL SPECIALTY CODE 1. TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE STRUCTURAL COMPONENTS OF THE BUILDING DURING I'
INCLUDES DAMAGED FLOOR JOISTS,ALL INTERIOR FINISHES AND DAMAGED 1. INSTALL ALL MANUFACTURED ASSEMBLIES(DOORS,ETC.)IN STRICT CONSTRUCTION.WHERE STRUCTURAL COMPONENTS ARE REMOVED,CONTRACTOR SHALL BE RESPONSIBLE FOR •
CHECKED: ZAS
EXTERIOR FINISHES ON THE SOUTH WALL-INTERIOR AND EXTERIOR FINISHES ADDED GENERAL NOTES: ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS,INDUSTRY ADEQUATE SHORING/SUPPORT WHERE NECESSARY, UNTIL NEW STRUCTURE HAS BEEN CONSTRUCTED.
TO THE STRUCTURE WILL MATCH EXISTING CONDITIONS. STANDARDS,AND APPLICABLE CODES. NOTIFY ZCS ENGINEERING IN THE DATE: 07 28 17
EVENT OF CONFLICTS. I
1. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS SHEET INDEX '
THE SCOPE OF THIS PROJECT IS TO DELIVER A COMPLETE BUILDING PACKAGE RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED 2. INSTALL ALL SAFETY EQUIPMENT(SMOKE DETECTORS,CARBON TI �s� "R U U ' i`
INCLUDING ALL INCIDENTAL ITEMS REQUIRED TO DELIVER A TURN-KEY BUILDING AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. MONOXIDE ALARM,VENTILATION FANS ETC.)IN STRICT ACCORDANCE WITH CTI'Y OF 1 IGti..[�� 0 PRQ' ec A I
SUITABLE FOR OCCUPANCY. CO.O COVER SHEET S
MANUFACTURER'S SPECIFICATIONS, INDUSTRY STANDARDS,AND APPLICABLE Rise LCwr.D FOR CO COMPLIANCE{ �. - } E�, s/S
2. ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED. THE CONTRACTOR CODES. CO.1 SITE PLAN ..
THESE PLANS HAVE BEEN DEVELOPED TO ILLUSTRATE THE CODE RELATED SHALL NOTIFY THE ENGINEER OF RECORD OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS r 4c.i
REQUIREMENTS AND TO OBTAIN BUILDING PERMITS. STRUCTURAL INTEGRITY, SHOWN ON THE DRAWINGS. Approved: it/MI\
PERFORMANCE,WEATHER AND WATER PROOFING AND CODE COMPLIANCE OF THE A1.1 (N) ELEVATIONS OTC: I I W
EXISTING BUILDING ELEMENTS NOT SPECIFICALLY DETAILED IN THESE PLANS IS 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS- A1.2 (E) FLOOR PLANS Permit i 13 � _ V / 0 : p.f
BEYOND THE SCOPE OF THIS PROJECT. ZCS ENGINEERING INC.ASSUMES NO RESPONSIBILITY SHALL INCLUDE BUT NOT LIMITED TO DEMOLITION AND CONSTRUCTION MEANS AND A1.3 (N) FLOOR PLANS
RESPONSIBILITY FOR THESE ITEMS OR ANY OTHER ELEMENTS NOT INCLUDED IN THE METHODS,TECHNIQUES,SEQUENCING,AND SAFETY REQUIRED TO COMPLETE CONSTRUCTION. Address: 12_,57 I /5,{ / 9 ` '\p` '`
SCOPE OF THIS PROJECT.
A1.4 TYP. SECTION 'y ,� ..
4. G.C.TO PROTECT EXISTING STRUCTURAL ELEMENTS TO REMAIN DURING ALL PHASES OF �" �� Y�+ Lv
CONSTRUCTION. A2.1 WINDOW ELEVATIONS &ARCH DETAILS Suite_#: y�w S�
t-7
5- THE R-VALUE OF THE INSULATING MATERIAL INSTALLED BETWEEN ROOF ASSEMBLY SHALL BE S1.1 (N) FRAMING PLANS & DETAILS
BY: / ��� Date: J
IEXPIRES: 06-30-18
R-13+R-3.8ci OR R-21 MINIMUM
�,iI
6. THE R-VALUE OF THE INSULATING MATERIAL INSTALLED IN THE WALL CAVITY BETWEEN THE FRAMING OFFICE COPY
MEMBERS SHALL BE R-13+R-3.8ci OR R-21 MINIMUM FOR ABOVE GRADE WALLS AND R-7.5ci MINIMUM FOR COVER SHEET
BELOW THE GRADE WALLS.
7. INSULATION OF ALL EXISTING WALLS OR CEILINGS THAT ARE OPENED DURING THE REMODELING
PROCESS MUST BE BROUGHT TO CURRENT CODE.
C0 . 0
I. . 1
•
IF THIS BAR DOES NOT MEASURE
1-INCH IN LENGTH,THEN THE
DRAWING IS NOT TO SCALE
0
m
I
Q N BOUNDARY ELEV ION
t1,. 0' I
SPECIAL NOTE:
-(N)BUILDING FOOTPRINT MATCHES(E) •
-WATER&SEWER PIPE LOCATIONS ARE
APPROXIMATE.ACTUAL PHYSICAL LOCATION 7 _
Z
Z
CAN ONLY BE ESTABLISHED BY CONTACTING
73
OREGON UTILITY NOTIFICATION CENTER ! w
cc
DASHED LINE INDICATES APPROXIMATE - - ., -._.- _ , : - ._
LOCATION OF(E)SURFACE DRAINAGE
LOT AREA ±4,530 SQ.FT.
_i___., _____ . _, _ _ _ _ _ _ _ ,
IMPERVIOUS AREA
_ i,......,_ii
PARKING LOT ±2,130 SQ.FT.
CONCRETE WALK X200.0 SQ.FT. HATCH INDICATES LOCATION OF ``-- - -
TOTAL ±2330 SQ.FT.
EXISTING AND PURPOSED EASEMENT �-
PERCENTAGE OF TOTAL AREA *51.00%
j
1 BUILDING COVERAGE _ ,�
, _ ___ _ ,_, ________.,:____ _,____
(E)BUILDING FOOTPRINT ±1496 SQ.FT. j`�'
(N)BUILDING FOOTPRINT *1496 SQ.FT. 14.
NN,4�
TOTAL ±1496 SQ.FT. � ���
BUILDING COVERAGE%OF TOTAL AREA ±33.00% - _
j6'+ z
PROJECT ADDRESS: __
__ ,___:
12571 SW MAIN ST.
TIGARD,OR 97233 Z
OZONING CLASSIFICATION PER CITY OF TIGARD GN
CC
IP
� (E)PARKING LOT —\ <C1-
-1.-• aci" I / / . .
‘.1. / i / i
if I • _ . WCC M
/ 117/, I -- - - TE)CONCRETE WALKWAY
W
O REMAIN,TYP. -
4 ' i I 1 I 1 if 1 if/ 1 / / 1 1 f %. :
/ i / 1 f
Il i / /
1 / / fl I . . -
I i if// \
O
HATCH INDICATES LIMITS _
CONCRETE DRIVEWAY AND
OF WORK TO BE PERMITTED APPROACHCL
' 0 E BOUNDARY ELEVATION
CC
i1153.0'
04)..._ • ,..: .• .:. • ,_... ,,
K
O
LL
1 yr0
FFE±I / i
154.0'
i 7
313
\ w
Q W BOUNDARY ELEVATION /1; ¢ .
±1 0'
- ' b 1 # .. � .. :• • .. . (E)TREEIROOT PROTECTION �ZONE ANd FENCING REQUIRED/ �) •. � - DURING CONSTRUCTfON\\
(E)ADDITIONNOTPART - i
OF THE SCOPE / i / i
/ o
ti . (E)±10"WATER MAIN o,
,, (E)±8"SANITARY GRAVITY MAIN (E)5'SIDEWALK 1,�, W o
�'
r
CD
\ I / . . .
14
V Z U3 1
N
., .... • •-.. . . \ 141 ..z,
wit.,
.4,..„ ,
(E)±12"0TREE \ eiS�
\ \
,s„,. ,
..
•
. . . ..
'�9 \ r PROJECT NO: P-2206-17
DRAWN: ML
CHECKED: ZAS
DATE: 07-28-17
�� Sj�s X40: 010 0E ,i620 PROFE '4
N 7513° cv�'�`�*G 1 N E�.�04_
0 S BOUNDARY ELEVATION � ��-
±154.0'
r.. ... ' . Irtfr fr
S'
yFw R SEXPIRES: 06-30-18L,
1 SITE PLAN
C0.1 3116"= 1'-0"
•
SITE PLAN
•
co . 1
, .
1 .0111=.1
IF THIS BAR DOES NOT MEASURE
1-iNCH IN LENGTH,THEN THE
DRAWING IS NOT TO SCALE
w
I tc
' I='
›-
1 m
PROJECT (E)ADDITION
,
_oil RIDGE ELEVATION
,
(E)ADDITION PROJECT lii 26.67' SCOPE NOT IN SCOPE
NOT IN SCOPE SCOPE
I 11 ,
5
u.:
: H 1
1
' 1 i. : 11 1 k 1 `111" . : (E)ROOFING TO H I. 111 ' 11 1 i: 1 li fl IIJ:i 11 tl i:
„, 11 :1 1 , I I - T 1 i „! H 11!
t . ,1 1. I -' k H I WI.11 H Ill I 1,11H :.
! ,111 ,] :11 I. I 111 11 ii !i ....,/- REMAIN,TYP. 1 'E -1 1 : ,I I I il , 11 1.1111d IiIIII
iii 1 -- .: 1.1 r1I 'T11 .1 1 HI II 1111: ' ,,-, ,
, i .1 Lill t 1 1, 1 i 1 1, 0 : -i II ! 1! !! ! i! !li 111.1i li F11 11; 11111 'Ili 101111111;111111111111 1, 11 'i 1.1 . 11111
iii
. , li 1, , H If , , , „ , ,,, l• • . 1 , .,,.„1 , ,,, ,. i i . , 14 , , i
(E)GUTTER TO -\,,,.. ,, 1 iil I! 1 ' I li I
,! II I 1 I 111"1 d II I Id I ILI'. I 1 , i ,._kil I h II 1 . ih IL I I 1111/11 'H: ,
1, III Iflif 11 ILI I I ' i Iji 0 1 i- 1111 1 0 1: I i n II 1 . I: 1 1' . 2 " 1 11 '1 1 i I 1 II 1 1, 1 .i I ' k 11111 1, 11 d l'i
.. , iLih: ,
REMAIN,TYP. Adik_EAVE
I
Hi 1 t I I I I I
i :
liki 18.83'
/
I I '
I1 ' . .
I i ,
(E)WINDOW TO --„,..4.... . I
/
REMAIN,TYP. I ! I 1 .
1 I .
: /
I . . /
I I I - (N)EXTERIOR FINISHES TO -
I .
I ,..34 , , ',. ;Qk4::E..i,..:]'
1 1 I 1 - / MATCH(E),TYP.
I /
1 I ' I i I I ' I • 1
L...,. I 1 1 I i Ul I 1 • ' 1 /
!• - E , 't • I 1 I 1
I
/ 6
I I
\ - 1
1 1
Oil 11
1 [ I !! •! 1
(E)WINDOW TO
HI 1 i
I I I]
I. .
1 1
Alok.2ND FLOOR . , . . . . . . . . . . . . . . .1..,1;;...,4„...1.1„
1.1 1 0.00' V
---- ,
/
_....„.„111.ia. REMAIN,TYP. •
. I 5 .•' '
• II' ,. ' : . . ' ' • ,,i4.15,,,P00071601 '''
1 . . .
ism. (E)DOOR TO -111111111111
1'1." . - .: ..- :•••:••••• . .:I REMAIN,TYP. 1011111111.111 ; !I T ! 1 i i " . .
.3.-,' -....,-....a., ,
Z
:' :,-;-'r: 34i;',033A '4:k:.::caii.333'
All i;FAI",1.,..:'5,j.:75•77.:*11111111 '--- :1111111111111
. :Ili'.4,,.:Y:;:1:'?:: --::: .-.TM,1 4 11111 :._. _ ... -:-1 . . . .:...: :_...::::::..:.:,.,:::;..:,.::.:.. :.:::.:. : . 1
(E)ADDITION IlliWintomme: -limilii ININ.L.,... ;.:: ::: ... : :-T 1;':::;::';'6:4grA;04 kgii,40iii, i;• ;,i.;11;:9•,:•-•S',....:••::::
/
I '' . t ' • Ai 111.01111111.....do; :ItiI:4:.,..... .'F'.72:7: '-'f. 'Pa.riiii 'm
(E)ELECTRIC METER:. 1111111111. ,,...,..?.. 111111 ''.:,.7"".:.."..,•".. ..„... .
,.: . ,I
'; ----- -/ , * '''
i . (N)WINDOW PER
. :
, P,LAN, TYP.
. T i 71--771 T i ,
17, (E)ADDITION
: .
(E)CMU WALL TO REMAIN, ....,..-T.. 1 1
TYP.
.' - 13111 0
I--
: , ,
TO REMAIN,TYP. . 111.1111111111111 , , ME . f 7,.„4
'-' ' ''•- — '---:'----- ' '-11- i
CC
1 . :
(E)MAILBOX TO:, .-,
REMAIN,TYP.
/ ,/.: ,
\.
/'i•,/‘.•7// 7///K\ /"X.e<</x c<( "AZA r/I.,//."„//‘/ /<,///\\/\\ /\ • All FINISH FLOOR
-IV 0.00' .N. 1111141114111111141144.11. IIII. 44414111111141141144414M411.. . • , . 414411141: IN..,. SM. .. .24111.411414... .. .III.. ,.. .
7, ,,/9477,ey4e< / / A\./ /A'YX/A"//Y/i: /;//X//V/X/;/sK//\\<<\/ .. A/Z).:• ' ''- -
-/...,:::::::.\-,:c< w. ,. ,........:,<,...:2,<<„\ , ,..„, ,
i
\ U)
T (E) EAST ELEVATION
(E) WEST ELEVATION w
CCI
CC
A1 .1 3/16"= 1-0" A1 .1 3/16"= 1'-O"
RIDGE ELEVATION •
CC LLJ
---- • • - • • - - - i ./ 26.67' l:TIT I :r1:1 711:, r -1, 1- if 1 .i ' ill . . 1LIIII i !.II 11, ,
W
Li:11111[ r hill ' 1 ! Lill Till IV li li'lli ;, . (E)ROOFING TO - 11: H 11- " II. il• 1. 1 H I -.I II', i II 'I ; - i li 1 (E)ROOFING TO
+1111 -.`1 II ll . 1 111 i HII'l II H 1111 11 li . -e-e'rlerr1 I' ' 1 111 11 H '11 1 :i 1 11:.i ! 11 .' ' 11 !. 41 11 :
• REMAIN,TYP.
I3._
ddi III '1`, 111: II" i r 1 1111I1d ' ih iii , ,` 11 'III ii REMAIN,TYP.
irliEll II 'I': ' IliIIIII 111 i 11 li ' Id . 11; ill ‘i II 1 sl i 1 ' . ! ' sterrirrnIltliHrl' II 111 1 1 11 Pi ! I '1.: I, 1 11.111! 11 1 1 1111: 111 li .1: IH :
., lqi 10 11 !- I1 li IFh 1 1 1 1 , i , . iii-,- i 1 [ 11Hi '11 H .ipi 011 ,i ! !fl: ti,.,! , . 7.....,-- (REmGAUITTN,ETyRpTO 0
(E)GUTTER TO ..4414111111 1 , 1 '! ill li 1! . 1 I 1_1 t 11 11I I II IL. I Ili ; I . . II d . Jr t-IIII III I; IP I I I ;; II I>17•• . . . . . Aiiik EAVE . , , . . . . . . . . . . . . . . .‘i :
CC
. . . .
REMAIN,TYP. I 1 Ili} 18.83' 1.
1 , .
• I .:
1 11 (E)WINDOW TO --;-\\,
, , 11
I ,
. •
. ,
,•
REMAIN,TYP. i 1 ,
.•••
I i 1 . . .. .. ..!
•
---''"-L------------11 N
CC
.
. ,
•
(E)WINDOW TO ----,..... :::
REMAIN,TYP. ---:-- -I -----', '• " - • -1 1___ - , I, 1
1
1 ' II, : .EI. ,'f--, ,Mr.!" .1!',
„. „ ..........„ ... , ,-,., ,,,,, ..:.••„,,,. .
:.......-! (N)DOOR PER
E)EXTERIOR FINISHES TO
11 0
1 111 ,..--1 G.C.,TYP. • •::,, ;,' ,;:: 'i 3.
LL
' ' , .
E_ ___:,-1
_I
1 _ REMAIN.TYP.
.,........
'':': ...,..i ',.
,__ ...•,-------,J,---,- J_______i -79 ...7 „
! !
WI '47. •:` .11 1 1 .:
,
If i 11. 1 ..,1
: .--..
, c 1 . . . . .
;.......,'° :
:
i i .i 1 03
, ,
(E)STAIR STRUCTURE ' II 11 I II ,k1,---:,jiiiii, i AA".2ND FLOOR i
1 1 1 il 1 J. :::11;
- • - ,
TO REMAIN,TYP.- ' ;:,, ':.,, '0-.. Mrnitinhilhi-tirr-1 • IV 10.00' ''ft _
(E)COVER TO
(E)COVER TO '_2°'-- i ' -'--- "• "'-'1kf!'\,:.$1,,:" ''''-Th --L ---1- '. ! ' '. - ,IIL iu. '. ' 11 ''''111 ' : ' -.: 11:1111.111
REMAIN,TYP.
17, H‘,..111 ;11 it '• . ,,,.„.,,,:,,,.„.„,.„,;,,,...„ ,.::„.,,,,...::..,..,,,...,„ 10'41 ill , . , 4,411111: ini11.11 • 4 .
/ i . . • . 0
REMAIN,TYP. 1 - , „ , II lailaii . irie (N)DOOR PER
#1
a"co
1 1- -1.-. 11111'''' '''' -"'5.7:Zi - `‘,4 ,ill ,d- ::-,-:•:'''':'-' :. ; i .! a G•c.,Typ.
Z
t'; : : . I. ' 111111111111110r i 1 1! !II lill ,-f. 1 : i 1 1 Ei 1=1 _I pi
__....
(E)ADDITION OUTSIDE OF - c: 1
:1: ... . •.: ... : .:..:......• I$ 1.11111.11r, (N)WINDOWIDLANPERp . : . . . 1 i _ 1 imam 1
. =..
' r-;...., ; .:: ':ii:..... :.:::;::..:'.111 imir- 11 .
PROJECT SCOPE,TYP. . •
. .. 1
•
,
(E)WINDOW TO --....cr;:;,-,:i1.1, ,,i„.,,,4„,,:ia,, rig:. ,... BE irr.. 1 - iiiiiii i .
cc = g !
REMAIN,TYP. :NI_ :':,, .!:',!,,,fe, ,,.;',"..7:Er. :711. 1 1 1 illigal-ii- . • : ' ., MI.' •
.
, g, ..
T t 1 1.11 I i li 1 Adiallillit 1:7.__Ll_ t ..... 21 :-r' .— — asis
,IR I... , 11:11T-71 -1. OM / /://// : . . -, _.. .. /
c•i'
i 'j • i 1 iiiii iiiiillialt i 1 1 1 1 11,jf INN ' w °
1 I : : il Aii1111.111111111111411111111 i 1 1 I r 1 1 7 11111111• ....'
Agili_FINISH FLOOR
Z g
,........1 f , , i 1 1 i 1 1 7
• - .,e,"../ 4 . / . . ' •-WA.,22:..../77:,././y//y/X./4.k,
Cl) €
-7
- •.s,....:',//2//24/*/*,/,,,,,\ X:N.,4..\\<<;<:;::\c/.1&\./1 NN N\• ", — • . • \ .\ \No,,,.-\ A\ v-7.:/". /NY..""` - IV 0.00' \///s\V/X7,Y,W \ , </.."<:(1
' Lc,
...o
3 (E) EAST ELEVATION 4 (E) WEST ELEVATION
E g
0 tii IS
A1 .1 3/16"= 1'-0" A1 .1 3/16"= 1-0"
PROJECT NO: P-2206-17
DRAWN: AAL
CHECKED: ZAS
DATE: 07-28-17
PROF
.\cc,IR - ess
%//`
itliFIA
v 1 , • ,.F,tr,p r Fr
, t ,
tL, 08, c,4
ry R • j
I EXPIRES: 06-30-18L,
(N) ELEVATIONS
A1 . 1
IF THIS BAR DOES NOT MEASURE
1-INCH IN LENGTH,THEN THE
DRAWING IS NOT TO SCALE
LL,
I
n
r
m
v>
z
0
c
U
cc
F—Ti 111 / 1-'' - . :41 7
� Imo... .. ..
II
. /////
K
OFFICE LABORATORY
FOYER LABORATORY
UP '
I
k
1
:1
v 1 _
•: i . . . ...
-1, 1 I
aoWN _ ,
/ .
1._,..... . .
. . .
RESTROOM
III , RESTROOM 0
III H
r ,
Q
HATCH REPRESENTS(E) I
ADDITION NOT PART OF " O
THESCOPE
•
MECH.
ROOM
III W CO
III .�
III CC ;
/ •
I UPIIIIL ri ,.....
rCC CO i
W W
•
LABORATORY
J1 LABORATORY i
1 /A. (E)DOOR TO BE O
1 DEMOLISHED,TYP. CL f1
/� {E)DOORTOBE
_
DEMOLISHED,TYP.
rf /— (E)WINDOW TO BE CC
DEMOLISHED,TYP. 1 'O
A ,
J
W
CO
_ (E) 1ST FLOOR PLAN 2 (E) 2ND FLOOR PLAN c� L�
0,..1..2 1/4"= 1'-O" A1 .2 114"= 1'-O" z o
V5
• W °'
0
w a
CD N
N
V C/7 t`nD
0
Z 2`�n-'
GN
w Ln
PROJECT NO: P-2206-17
DRAWN: ML
CHECKED: ZAS
DATE: 07-28-17
5144.„„R
OFESNE e
i i itj,a .-
T_,‘ i • .r.riff f r rf
7)• 6x08,
h7E-w R •
S
EXPIRES: 06-30-181
(E) FLOOR PLAN
A1 . 2
11.1
IF THIS BAR DOES NOT MEASURE
1-INCH IN LENGTH,THEN THE
DRAWING IS NOT TO SCALE
w
I
a
>-
=
cn
o
c
NON-STRUCTURAL NOTES:
- 1. INSTALL ALL SAFETY EQUIPMENT(SMOKE DETECTORS,CARBON MONOXIDE ALARM,
VENTILATION FANS ETC.)IN STRICT ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS,INDUSTRY STANDARDS,AND APPLICABLE CODES
(E)ENTRY DOOR TO 2. INSTALL ALL MECHANICAL EQUIPMENT(VENTILATION FANS, ETC.)IN STRICT
REMAIN,TYP. ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, INDUSTRY STANDARDS,AND
APPLICABLE CODES
N` LEGEND:
. / @
/ / CARBON MONOXIDE
(E)STORE-FRONT ALARM
WINDOWS TO REMAIN, Nom-.-a •
•,.,TYP. " SD SMOKE DETECTOR 4
J ii
l OFFICE O FAN
LABORATORY
[ so a l =
O WINDOW TYPE PER N
SHEET Al2.1 LABORATORY iv •
! /
11'-9»
FOYER IL SD / / 7
UP 0a ++ 1 Z
I! 1 o
T ...., . (E)WINDOWS TO REMAIN, F....
lir. TYP. 2868 ,
ii
DOWN CC
RESTROOM in O
• m
O /7 H
W
® 00
2868 I 1 \ HATCH REPRESENTS(E) I Q
ADDITION NOT PART OF THE a �j\ g�'; • Mi J
® I SCOPE
1J J
CC
,r N
4 • MECH.
ROOM E.
LU
OFFICE W
�� SD o (N)CABINETS&PLUMBING r 0_
A - (.'' FIXTURES PER G.G.,TYP.
1111111111
1 i
eo
r
(r--------- UP
I 1 3068 -, = LABORATORY ( aG , CC
LABORATORY sil.
0
0 SD
LL- To •
°FoI- 7M W
e CO
/' ' 6 - 0
Ilk OA 'WI �(]
I 41 I ;1 l'i 'i it 4 / //i \ Z S"5",
12'-0" - y
/ .6 Ln
o
1s's°
/
o
21'-4° ' v
/ / W o
28'-a" W o
Z = I
cnt.
1 (N) 1ST FLOOR PLAN 2 (N) 2ND FLOOR PLAN ""
(•n, N ch
N
A1.3 1/4"= 1'-0" A1 .3 114"= 1'-0" 141 z g sti)m
��o
,-2'
w
PROJECT NO: P-2206-17
DRAWN: ML
CHECKED: ZAS
DATE: 07-28-17
. uCTU4)
<c-
0 PROFESS
d '1
.+� .V, r
9rik r 08, '1-- 4\
yeWR . S
1 EXPIRES: 06-30-18L,
r...—.
(N) FLOOR PLAN
A1 . 3
IF THIS BAR DOES NOT MEASURE
"-INCH IN LENGTH,THEN THE
DRAWING IS NOT TO SCALE
w
1 ¢
n
r
m
___.... .. .. �R[DGEELEVATION
26.6T
(E)ROOFING TO
REMAIN,TYP.
CO
M
0
73
5
w
Cr
(E)ROOF FRAMING
TO REMAIN,TYP.
(E)PLYWOOD SHEATHING (E)RIGID INSULATION TO (E)GUTTER TO REMAIN,
TMP
TO REMAIN,TYP.
REMAIN,TYP. t
I SAVE
la
I.. g 18.83'
-if )( I 71 lI A
A I( jii, 1 '1
E (E)CEILING JOISTS TO —//
aI REMAIN,TYP.
(E)WALL FRAMING TO )
REMAIN,TYP.
,
Q
lZ
(E)EXTERIOR FINISHES TO ---\\:. + N � .
REMAIN U.N.O.,TYP. !
� 9) , : z
!., ►�►
.
�. � (GN�INP TION PER I
cr
o
•
I F-
PROVIDE(N)PLYWOOD (N)FLOORING PER G.0",
I- SHEATHING WHERE DAMAGED (E)PLYWOOD SHEATHING —.N. TYP. W
REMOVED,TYP TO REMAIN,TYP. II FLOOR
03
, �� .:, SHEATHING WAS REM .... „_ �........ ,.. . ,,. . .. � ,. ,. .. �. ET ,. ! Y 10 00
. . .. �. f.� . _. � 2ND FL �
li
ii A
1 J.'11 ? !
rr nn
¢, (N)FLOOR JOISTS PER /-"...--.."'""....." 0 0
(N)CEILING FINISHES PER W
y i PLAN,TYP. G.C.,TYP. (N)INTERIOR FINISHES f W
■% PER CONTRACTOR,TYP. 11.
0 Q
0 - or
0
(N)INSULATION PER G.C., ._,10
(E)CMU WALL TO REMAIN, / TYP_ i
OCi
TYP. ,ill-
O
y �: Um
I ' /
. W
11117i CO= J
ar 'A f,
1.
(N)P.T.FURRING PER Dui v
CONTRACTOR,TYP. U�
r,
r`-
al M
o.,
illi
A
0
(E)SLAB ON GRADE TO (E)GRADE TO REMAIN,
kii N..REMAIN,TYP. TYP. FINISH FLOOR N
/� Y r�•. ,. ar' A 4, s' , - - �, ° ass' •'.' s , . -. - m� .4 a' a. \ �, ;r� . .-, -.s _�4 v • v „g \Y •r,\. V 0.00' ?
�` _ i" . '4i ..' . ,.4 ' $ • A * .:4 Q • ! f dp '. "p= d �/•,/iCY♦ + . - - - - / , �• W .„.
N N
` . y .v r rv,.,�0/���.�/�� /�1.f 'r �i��/.7s '\/��� \f �jjr" :'��yi // � �� y/ A\� J/-/ �� �/ '`�! / „ ,-*&/, a \�<C��.G�C/.�6/�� ��`/ 4a
,,.(%
: w
”; (E)FOOTING TO REMAIN, I
4 PROJECT NO: P-2206-17
TYP. `b
DRAWN: AAL
—
-c114,. ' \- / /, . /2', / / CHECKED: ZAS
i \ \� \/,� ,��\ \� DATE: 07-28-17
AcskEp PRaFFs3;
( � TYP. SECTION ���`' �� �'EFI /°
A1 .4 112"= 1'-0" di
7,tiAr`
T i i . r trr r rf
T 08,
/yewS�
'EXPIRES: 06-30-181_,
TYP. SECTION
A1 . 4
IMEld
IF THIS BAR DOES NOT MEASURE
1-INCH IN LENGTH,THEN THE
DRAWING IS NOT TO SCALE
w
4-
, O
(N)FURRING PER G.C., /�/
�,P (E)CMU WALL
i co
(N)INTERIOR /
FINISHES PER G.C. /
4,_0°
/ /
6
A2.1 , L-.._
10°1°
L..\_ I 6 CONTINUOUS BEAD OFMr
li � �y'
APPROVED SEALANT,TYP. FASTENER PER WINDOW
_ (N)WINDOW SHIM PER
•
60" — 1•�`!' MANUFACTURER,TYP.
F / CONTRACTOR
(N)GLASS UNIT PER
o
-'.1.- '-....-;;Lii-,c?",::ai-_,,-, 77,, ,,,,7-_t 0 A2 1
0
05
CONTRACTOR
r-6-� WINDOW HEAD DETAIL
A2. ) 3"=1'-O"
7
s
Mr
e
0
1...1-
fib
[A
H
(N)GLASS UNIT <4,CONTINUOUSBEAD OF PERCONTRACTORAPPROVEDSEALANT,TYP. I - 1 CniJ� FASTENER PER WINDOW �-' � (N)WINDOWSHIMZ Mr
���,� PERCONTRACTOR� MANUFACTURER,TYP. 0
0.kl
H
0111°1° /////,fao Mr (N) INTERIOR ' OFINISHESPER G.C.TO SLAB ON GRADE . \
TO SLAB ON GRADETO PLYWOOD FLOOR (E)CMU WALL ,^(N)FURRING PER G.C., 01111.° �J,—� TYP. /IS
1. 1 'CC
WINDOW TYPE "A" _ WINDOW TYPE "B" WINDOW TYPE "C" 7WINDOW SILL DETAIL�� FIXED 2� FIXEDFIXED A2.13 -1 -0 {/}A2.1 314"= 1'-0" A2.y 314"= 1'-0" A2.1314"= 1'-0" ccWW0o �cc0_
or
0
U-(N)FURRING PER G.C., JTYP. W
(N)GYPSUM SHEATHING �) (N)GYPSUM SHEATHING SCHEDULED DOOR :.:; ; "°: : r. ";;';.;"? a .::=T,:,'y ,, (N) INTERIOR
(E)HEADER AND WALL FINISHES PER G.C.
dr
FRAMING TO REMAIN �
.. i
rn
/ (N)GLASS UNIT ac ti
DOOR FRAMEI // PER CONTRACTOR 7... o: I
f •
(E)TRIMMER STUD c
PRE-HUNG DOOR1LO0'
SCHEDULED DOOR — AND WALL FRAMING :3:
JAMB AND ANCHOR TO REMAIN
ti- Ar
PER MANUFACTURER fniPRE-HUNG DOOR DOOR FRAME (N)WINDOWSHIM cJAMB AND ANCHOR PER CONTRACTOR /.s f m_�._ PER MANUFACTURER i r� z kn
0NI FFF � (O4 DOOR HEAD DETAIL 5 DOOR HEAD DETAIL141
` ` zv�2.1 3"-1'-0" A2.1 3"-1'-0" CONTINUOUS BEAD OF -wAPPROVED SEALANT,TYP.
(E)CMu WALLPROJECT NO: 06-17
DRAWN: AAL
CHECKED: ZAS
SWINDOW JAMB DETAIL DATE: 2s 17•
�U TA2.1 3"=1'-0" ���EpPRQF£
Ay i 74wark ....
If if r
r
9Tr` rob, ' ..„
ti£wR S
EXPIRES: 06-30-18L,
WINDOW ELEVATIONS
& ARCH. DETAILS
A2 . 1
IF THIS BAR DOES NOT MEASURE
1-INCH IN LENGTH,THEN THE
DRAWING IS NOT TO SCALE
w
I ¢
0
m
FRAMING PLAN NOTES:
1. DIMENSIONS SHOWN ARE FOR REFERENCE ONLY.CONTRACTOR TO
VERIFY ALL DIMENSIONS PRIOR CONSTRUCTION.
® ...... ! - I _ .._ — — �3,�"'77i / /7-//////777-
'''"---.....
j///// / —
is
„7„0//// ,/,/,,,,,/r —: ion 2. COORDINATE PENETRATIpNS OF SITE UTILITIES, MECHANICAL DUCTS,
0 / � // PIPING,AND ELECTRICAL CONDUITIPANELS TO MINIMIZE IMPACT TO
I I ,� �, / I T STRUCTURAL FRAMING. PLUMBING FIXTURES SHOWN ON FLOOR FOR
1 11 1 I I I I I ,�` / / 7,-///:// I REFERENCE AND POSSIBLE FRAMING CONFLICTS ONLY.
r
I
jil ( a i i ; I
....... 3. COORDINATE ALL DIMENSIONS&FEATURES NOT SHOWN WITH ENGINEER
. /
/ ,S;; �Q OF RECORD
I
( 1 1 1 1 11 I I I
(E)
IlL;
= J I I // --- —III ` I o
SPECIAL NOTE:
I I I I I ( III — (E)TOP PLATES SHALL NOT BE REMOVED OR Z
I 1 _ HI
I ,
IIi ,
_ .-... -.0
I I I (E)ROOF RAFTERS —— ---- — _ —
t I I I I I // I TO REMAIN,TYP, I I
I I I I I ✓ ♦ 111 ri
I I I I 1 I I I i r0 1 I1 I1 — ;. I_ I� _ — _ i _
I I � 1 Il 1 I I / II 1 II II
II I I
II '
L11 ..( . . uj
6192 SLOPE _ 6112 SLOPE
- _ HATCH REPRESENTS(E) ..__ _._.. _.... ._-.- ._ - _I _ _ — — — _ i
� � — � � 7 -~ -Hi- ADDITION NOT PART OF I I - - ® — - - - _ — _ — �
H THESCOPE
I I I I i� I I I _ _ r
I I I I ! I 1 1 ,1
I II II
II 11 II II � z
I I I I I I I II1 1 I ! I / �� Ill
111 0
1 i 1 I
I j -- I _ -_�J -
I 1 1 I I I 1 I H� _ _ -
w.-. — ( } REMAIN,TYP. I 1
I E ME �-
`�� I N 1 Q
k / fCC
ALL(E)JOISTS WI FIRE // ; __ _ _ - �/. I I
� �
LL
I I DAMAGE TO BE REPLACED I / I I 111 1�
WITH(N)(2)2X10 JOISTS
I I
@16”0.C.,TYP. 11 / I I I I VJ
ICONTRACTOR TO REPLACE ALL DAMAGED 0yiR
W
Ak II -...., I PLYWOOD WITH (N)314"T&G PLYWOOD ( CC
� CO
� SHEATHING WI 10d @ 6"O.C. PANEL EDGE, 1
S1.1 92"FIELD NAILING,TYP. I I I
1
CC
_ _
1
a A. _ _ [
0 CLQ
(i 2ND FLOOR FRAMING 2 RO OF FRAMING PLAN o_
CC
S1 .1 114"= 1'-0" S1 .1 114"= 1'-0"
0
LL
J
W
(N) INTERIOR FINISHES PER CO
G.C.,TYP.
(N)INSULATION PER G.C.,
(N)FLOORING PER G.C.,
TMP (N)INSULATION PER G.C., TYP. NiI
N FLOORING PER G.C., ! : :Tz: :N,
(N)FINISHES PER GC. TYP. NP. — T
(N)FLOOR JOIST PER PLAN,TYP. 0► PER ELEVATIONS,TYP.
�� REMAIN,TYP.
i 04
o
1L V
illA
jr / :.
. u) a\ 1 ,
s
(N)2X BLOCKING PER G.C., -r — „N
TYP (E}FLOOR JOIST - SIMPSON A35 @ 24"O.C.ATTACHED W/ 14
0 -
7
SIMPSON A35 @ 24"O.C.ATTACHED WI J TO REMAIN,TYP. r SPAR#6X112"SCREWS,TYP. c
SPAX#6X112"SCREWS,TYP- (N)SIMPSON HGA1 D CLIP @ 32"O.C. Z
(N)SIMPSON HGA10 CLIP @ 32"O.C.
(E)CMU WALL TO REMAIN,TYP. (E)CMU WALL TO REMAIN,TYP. W
{N)FURRING PER G.C.,TYP.
_____1(
- (N)FURRING PER G.C.,TYP.
(N) INTERIOR FINISHES PER G.C.,TYP. — —� (N}INTERIOR FINISHES PER G.C.,TYP.
PROJECT N0: P 2206 17
DRAWN: AAL
CHECKED: ZAS
DATE: 07-28-17
3 JOIST @ EXTERIOR WALL (-4- JOIST @ INTERIOR WALL . C U
S1 .1 314"= 1'-0" S1.1
314"= 1'-0" q
S��REp PROFESS/!
4.4
Ai704
1t"
, ..,pp r
�-vx ` r08, D
I EXPIRES: 06-30-181_,
(N) FRAMING PLANS &
DETAILS
s1 . 1