Plans BUP2012 - 00201
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124
GENERAL NOTES COM A4ALY616 �RtEnD
A ED ON THE 2010 OREGON STRUCTURAL, SPECIALTY CODE (055C) P..4 0
CONFORM TO THE 200'5 INTERNATIONAL BUILDING CODE AS AMENDED BY THE 2010 OREGON METAL PLATE CONNECTED WOOD TRU56ESSHALL 5E MANUFACTURED AS REQUIRED 15Y TRUss PLATE 06T 2 2 2012
STRUCTURAL SPECIALTY CODE, REFERENCED HEREAFTER AS 15C. INSTITUTE TP€ 1, .AND DESIGNED FOR THE LOADS NOTED ON THE DRAWING6, TRU55E5 AND 5RIDGING OCCUPANCY AND CONSTRUCTION L7
TO 5E DESIGNED FOR 100 MPH (3 SECOND GUST) EXPOSURE OR 5 P F NET MINIMUM UPLIFT IN OCCUPANCY— R-2 PER 15C SECTION 303.1 MARD
ADDITION TO OTHER DE 1 N FORCES SUCH A& LOAD$ RESULTING FROM MECHANICAL UNITS AND OCCUPANCY CATEGORY- 11 PER 15C T,415LE 1604.E
DESIGN WA5 5ASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE 15C. IN ADDITION TO THE EQUIPMENT (COORDINATE LOADING AND LOCATIONS WITH MECHANICAL SUPPLIER AND CONTRACTOR). CON15TRUCTION TYPE: V
DEAD LOADS, THE FOL-LOWINGLOADS WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER 15c: SNOW DRIFT LCAD5 SHOWN ON THE PLAN ARE IN ADDITION TO THE L1 TED LOADS. F4 z
TRU55 FRAMINGHALL 5E DF. X22 OR 5ETTER. 0
IBUILDING HEIGHT AND AREA PER 15C T.A5LE 503 u
FLOOR LIVE LOAD: 40 P6F ALLOWA LE AREA: 1,000 SQUARE FEET x3 a 21,000 Q. FT, WITH NFPA 13R
ROOF DEAD LOAD: lE P&F J015T AND TRU55 DEFLECTION SHALL_ 5E LIMITED TO THE FOLLOWING. SPRINKLER INCREASE, �
ALLO IA LE HEIGHT: 3 STORY P �
GROUND 5NOW LOAD P!@-, 25 F&F ROOF J015T OR TRU5 : ACTUAL IBUILDING AREA: ( ) UNITS x 632 = (p, Q. FT.
r,-
FLAT-ROOF &NOW LOAD Pf. 25 P F L/240 DEAD + &NOW LOAD ACTUAL HEIGHT, 2 STORY � � Cid
SNOW EXPOSURE FACTOR Ce: 1.0 L13roO 6NOW LOAD as
NOW IMPORTANCE FACTOR Ir_: I.0 UNIT TYPE: 2 SED OM (1) 5ATH UNITS TYPICALLY'
THERMAL FACTOR Ct. 1.0 U
THE CONTRACTOR SHALL COORDINATE 5EI5MIC RESTRAINTS ELECTRICAL EQUIPMENT, MECHANICAL, NUPE ER OF UNITS a �
A51C WIND SPEED (3-5EC GUST): 100 MPH PLUM 1N , FIRE SPRINKLER, MACHINERY, AND A550CIATED PIPNG WITH THE STRUCTURE. .ANY FIRE-RESISTANCE RATING
WIND IMPORTANCE FACTOR 1w: 1.0 CONNECTIONS TO 5TRUCTURE NOT CONFORMING TO SHEET METAL TAL AND ,AIR CONDITIONING I M NT -. PER 055C, TAf5LE &01
UILDINC CATEGORY: II CONTRACTORS NATIONAL A550CIATION ( MACNA), OR SPECIFICALLY DETAILED ON THE MECHANICAL. STRUCTURAL FRAME- 0 HRS,
WIND EXF0 URE, 5 ENGINEER'S DRAWING6, SMALL 5E DESIGNED IN ACCORDANCE OF THESE GENERAL NOTES, 5Y AN EXTERIOR GEARING WALL$. 0 HRS, (20'-0" 5UILDING FIRE SEPARATION DISTANCE).
ENGINEER REGISTERED IN THE STATE OF OREGON, AND SHALL 5E 5U5MITTED TO THE ENGINEER PRIOR INTERIOR NON- EAR1N WALLS- R5.
EE f TfC IMPORTANCE FACTOR 1 lO TO FABRICATION, FLOOR CONSTRUCTION: , T
51TE CLA65. D ROOF CONSTRUCTION: 0 HRS.
5D5 m 0.11UNIT SEPARATION WALL I HRS. 16,720
5A51C, E1 1MIC-FORCE-RE 1 TING Y TEM. PLYWOOD .AND GYP CARD HEAR WALL ALL FLASHING AND WATERPROOFINGe HALL IBE BY OTHERS UNLESS NOTED 0THERWI6E ON THE PLANS. UNIT ENTRY DOORS- 20 MINUTES
OREGON
FIRE PROTECTION: SPRINKLER NFPA 13R WITH NO FIRE CONNECTION REQUIRED, ����
THE CONTRACTOR SHALL FIELD VERIFY AL.L EXISTING CONDITION$, DIMEN ION AND ELEVATIONS. THE FI PRIM ER #MALL, E PROVIDED FOR EXTERIOR �0
CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS 5HOUN ON THE 1, INSTALLATION OF EPDXY ADHESIVE (PERIODIC). BUILDING, DECKS, STAIR ENCLOSURE, ,AND GROUND FLOOR TURA P
DRAWINGS PRIOR TO THE START OF THE 2, INSTALLATION OF EXPAN 1ON ANCHORS, (PERIODIC). PATIOS AT UNIT NUM5ER5 41, 42, 43 k 44,
T Y I
ENERGY CODE: PRESCRIPTIVE PATIO PER TA LE 401.1 (1) OEE C EXP: 6/30/14
THE CONTRACTOR HALLm E RESPONS15LE FOR STRUCTURAL 5TA51LITY OF THE NEW AND EXISTING
STRUCTURES AND WALL5 DURING CONSTRUCTION. THE 5TRUCTURE SHOWNON THE [:)RAWING5 HAS SEEN SMOKE / CARSON (MONOXIDE DETECTION: PROVIDE DETECTORS PER O 5ECTION 'B03.2..0 AND ' 0 .1.
DESIGNED FOR STA51LITY UNDER THE SFINAL CONFIGURATION ONLY,
HOP DRAWINGS HALL 5E 5U5MITTED TO THE ENGINEER PRIOR TO FA RCATION ,AND CONI TRUCTION 11155 SW HALL 5LVD. - 5UILDING 'F'
REGARDING ,ALL, STRUCTURAL. ITEMS. INCLUDING THE FOLLOWING:
T1CxARD, OR e123 LU
PREFARICATED WOOD TRUE ,
TAS LOTS 15135DA02500
IF THE SHOP DRAWINGS DIFFER FROM, OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEYSHIM NOEX
� _ -A
HALL 5E CLEARLY" IDENTIFIED. ANYCHANGE5 TO THE TRUCTU L OR,AWIN 5 SHALL 5E BUIBMITTED
TO THE ENGINEER AND ARE SU5JECT TO REVIEW AND ACCEPTANCE 5Y THE ENGINEER. 01.0 - COVER SHEET
D2.1 - DEMOLITION PLANS
DESIGN DRAUJING5, 5HOP DRAWINGS, AND CALCULATION5 FOR THE DE 1 N AND FA RICATION OF ITEM5 A2,1 - ARCHITECTURAL FLOOR PLANS __J
THAT ARE DESIGNED 5Y OTHERS 5HALL SEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER A3.1 - ARCHITECTURAL IBUILDING SECTIONS AND ELEVATION
C1 TERED IN THE STATE OF OREGON, DE 1 N SHALL eE 5,45ED ON THE REQUIREMENTS OF THE I C. A4.1 - ARCHITECTURAL WALL. SECTION$ AND DETAILS
THE FOLLOWING ITEM5 SHALL 5E CONSIDERED DESIGNED BY OTHERS: 62.1 - STRUCTURAL FPAIN LAN
53,1 - STRUCTURAL DETAIL;
A. PREFARICATED ROOF TRUE
CONCRETE WORK SMALL. CONFORM TO ,401 301. CONCRETE 5TRENGTH5 5HALL 51=7 VERIFIED 5Y
STANDARD 20-DAY CYLINDER TE$T5 PER ASTM C3c3, AND SMALL ESE AS FOLLOWS: CONTRACTOR:
OH1 CONSTRUCTION
LA 5/FOOTIN : f'r-=3,000 FE71AT 28 DAYS. (MINIMUM CEMENT CONTENT = 4°10 L55) 11255 PIL IN TON ROAD
LAKE
A OLUTE WATER/CEMENTt RATIO Y WEIGHT. O O, OR `103
�
VOICE- 503- 3 - 24a ---
CONTACT PERSON® NATE �
f'r- ® 3000 PSI (0 54 NON-AIR ENTRAINED, 0.�4 ,AIR. ENTRAINED)
STRUCTURAL ENGINEER
TP`(. RIPPEY CONSULTING ENGINEERS
REINFORCING STEEL SMALL CONFORM TO A5TM A615, GRADE roO AND FOR DEFORiIIED BARS, UNLE '11&50 5W aEVELAND STREET, SUITE 100
OTHERWISE NOTED. TIGARD, OREGON '1223
VOICE; 503-443-3' 00 FAX: 503-443-3100
CONTACT PERSON: RALPH TURNf5AUGH
CONCRETE EXPANSION ANCHORS 5H4LL 5E " 1MP50N STRONG- CLT'' OR ENGINEER APPROVED EMAIL. RTURN5AUGHIOTMRIPPEY.COM
EQUIVALENT. AT CMU APPL€CATION U E "HILTI KWfK 5OLT 3" ANCHOR$.
CONCRETE SCREW ANCHORHALL, 5E " IMP N TfTEN-HD" OR ENGINEER APPROVED EQUIVALENT
NOT REQUIRED PER OC CHAPTER 11, MULTIFAMILY DWELLfNG5 DWELLINGCON5TRUCTED PRIORI TO 0331a1� f
CONCRETE EPDXY ANCHORS SHALL 5E INSTALLED WITH " 1MP ON $ET-XP" OR ENGINEER APPROVED OR LAST PE IT ON OR 5EFORE Oro-1 -neO.
EQUIVALENT.
ACTUAL DATE OF CONSTRUCTION. NIA - EST. 1'310'5,
SAWN LUM5ER DESIGN 16 5ASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. 5ARESISTWS SYSTEM
LUM ER SHALL CONFORM TO WEST COAST LUM ER INSPECTION 5UREAU OR WE5TERN WOOD
FRODUCT5 ASSOCIATION GRADING RULES, UNLE56 NOTED OTHERW1 E ,ALL LUM5ER 5HALL HAVE ,A THE BUILDING SUSTAINED STRUCTURAL DAMAGE TO THE VERTICAL ELEMENT5 OF THE LATERAL FORCE
MAXIMUM MOISTURE CONTENT OF IS% ,AT TIME OF FA15RICATION. ALL WOOD IN PERMANENT CONTACT RESISTING SYSTEM ,AND WAS EVALUATED IN ACCORDANCE WITH 055C SECTION 3405.2 WITH THE
WITH CONCRETE TE OR CMU SHALL 5E FRE66URE TREATED UNLE55 AN APPROVED 5ARRIER 15 FOLLOWING NOTED.
PROVIDED. GRADE5 SHALL 5E AS FOLLOWS UNLE55 NOTED OTHERUJ15E ON THE PLANS:
f. SHEAR WALL SHEATHING.
F 1'°1fN 1^Z NT CI � C� D a, THE EXISTING EXTERIOR WALL$ ARE SHEATHED WITH T1-11 51DING ,AND ,ARE COMPLIANTLH lUl �
WITH MINIMUM NAILING.
POSTS ,AND BEAMS (ox OR LA ER D.F. #1 OR IBETTER b� THE INTERIOR UNIT 5EPARATION WALL 15 SHEATHED WITH GYP OARC). THE GYP 50ARD
POAND EAC�'f 4x OR �P°'I,AL,LE D.F. 1 OR BETTER € EfN REPLACED UIN CODEC PLIANT NAILING.
T ®
2. €BOLDO
THE EX15TING WALL5 DO NOT HAVE HOLDOWN5AND NEW HOLD ARE 5EINGINSTALLED
INTERIOR FLOOR J01 TS DR *1 OR SETTER WHERE REQUIRED.
EXTERIOR DECK J015T5 PT HF #2 OR IBETTER
WALL 5TUD5 DF, n OR SETTER le ELECTRICAL. DESIGN INCLUDING FIRE ALA ,AND DETECTION Y TEM5. CITY OF PGARD
PLATES AND SILLS D.F. *3 OR SETTER (KILN-DRIED) 2. FLUM 1NG DESIGN.
3. FIRE SPRINKLERS, Conditionally Approved.......... ...
LOC IN DF-. STANDARD OR BETTER See Letter to,Follow......................
hod...........
FRAMING Ar-CFES60RIE5 AND 5TRUCTURAL FASTENERS SHALL 5E MANUFACTURED 5Y SIMPSON Permit r.
TRON -TIE COMPANY COR EN INEE A OVED EQUAL) AND OF THE SIZE ,AND TYPE SHOWN ON THE Ya�F
DRAWINGS AND ATTACHED PER MANLFACTURER'S REQUIREMENTSAND RECOMMENDATIONS UNLESS
NOTED OTHERWISE. MANGE NOT 31�OL f HALL E IMF` ON €�€U O 1 E RECOMMENDED FORDate:
MEM ER. ,ALL FRAMINGNAILS HALL E COMMON NAILS. NO OX NAILS ALLOWED, FASTENER AND �t� 11-6 ,� , ;, , "V
ACCE 50RIE IN CONTACT WITH PRESERVATIVE TREATED WOOD MUST 5E HOT DIPPED GALVANIZEDApproved plans
OR HAVE MA COATING. ,ALL FASTENERS IN CONTACT WITH FIRE RETARPENT LUM ER MUST 5E
�� � shall e.
HOT-DIPPED GALVANIZED.
LNTI�# 1,4I'1T .
ad OFFICE
2-1/2" 0,131'` _ COPY6
lOd 3"
Irod 3-112" V62
SHEATHING PANELS 5HALL CONFORM TO THE REQUIREMENT5 OF VOLUNTARY PRODUCT STANDARD F5 1
' T.M. RIPPEY
OR P 2, OR ,APA PRP-108 PERFORMANCE STANDARDS. UNLESS NOTED, PANED SHALL 5E APA @CONSULTING,ENGN£ERS INC.
TED SHEATHING, EXPO URE 1, OF THE THIC NE AND &PAN RATING SHOWN ON THE DRAWINGS. � �Rv'fr raiz, ALL Rcwrs RESERVED'
INSTALLATION SHALL E IN CONFORMANCE WITH APA RECOMMENDATION , ALLOW 1/8" PACIN AT X' � ( � THESE DRANftNGS ARE THE PROPERTY OF
TM RIPPEY CONSULTING ENGINEERS INC.
PANEL ENDS AND EDGES, UNLESS OTE 1 E RECOMMENDED Y THE PANEL MANUFACTURER AND ARE NOT TO 6E USED OR REPRODUCED
C,
IN ANY MANNER EXCEPT NTH THE PROPER
+ WRITTEN PERMISSION OF T.M. RIPPEY
,ALL, R SHEATHINGAND SUS-FLOORING SHALL E INSTALLED WITH FACE IN PERPENDICULAR � �k.. �,. CONSULTING ENGINEERS INC.
TO 5UPFIORT5, EXCEPT AS INDICATED ON THE DRAWING5. ,ALL ROOF SHEATHING SHALL EITHER 5E
LOC .ED, TONGUE-AND-GROOVE, OR HAVE EDGES SUPPORTED 5Y PLYCLIP , HEAR WALL � � DATE: q08-12
SHEATHINGSHALL E LOC ,ED WITH FRAMINGAT ALL PANEL EDGES. NAILING NOT SPECIFICALLY � FUE NAME:
IDENTIFIED ON THE DRAWINGS HALLS CONFORM TO 1 TABLE 230a4.`J_l. � � � � t z ,
DRAWN BY:JSC
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SaM ELEVATION ELEvATION A
NFPA 13R 5PRINKLERE, NORTH 13R, 6FcRN<LE_ 5 NORTH
PA 13 -5
REQUIRED, UNITS A
REQUIRED, UNITS 41, 43 0 2' 4' a, EQU I REID,FUN T1�5 42,F44
1\IE, FIRST FLOOR PLAN 2 SECOND FLOOR FRAMING PLAN
J, -Ey' SCALE:
N21F, '\\�2.1 SCALE. Ni2TIE, S2
15 -,tv I - - ---
11 km�
NEW HARDWIRED &MOKEE CARSON FIELD VERIFY ALL DIMEN510i F:R:!]OR @ - NEWHARDWIRED 5M(_)K.E CARBON FIELD VERIFY ALL DIMENSIONS, PRIOR
MONOXIDE Z
MONOXiOE ',.DETECTOR. TO START OF CONSTRUCTION. nETEC`TOR. TO START OF CON116TRUCTION.
REPLACE ALL FIRE / SMOKE / WATER DAMAGED REPLACE ALL FIRE / SMOKE / WATER DAMAGED
MATERIALS NOT 5FECIFICALLT NOTED, WITH MIATERIAL5 NOT 5PECIFICALLY NOTED WITH
LIKE <1ND ANC SIZE- LIKE KIND AND SIZE,
BD E STRUCTURAL KE*TNOTES- Lafarge North America Inc. Ify,FirecirecleD Type C
111i — National Gypsum Company aft Gold Banal)Brand FIRE SHIELD C11 Based on NO RI C)
23'- 88N K22591, 10 6-88;
Gypsum Board UL Design L516
1, REMOVE / REPLACE ALL DAMAGED INTERIOR FINISHES WITH LIKE <INC), PASCO Gypsum NI FLAME CURB&Spoof L" Sound Test: KAL L 224-28-65,3-30-65
Temple-inland III TGC Z
flC Is Test: (T4 C& P)
REPLACE (11) DAMAGED 2, REPLACE DAMAGED 51M)ING UJ/ NEW TO MATCH EX15TING IN FULL 51ZE SHEETS.
PRE-ENC31NEERED ROOF TRU88E6 I I - I�______
NAIL W/ Od A 6'' OFO EDGES, '-0I' OYC FIELD�
11-HOUR11-50 to 54 STC 3, REPLACE DAMAGE::) 4'-0'' x 5'-0" H5 WINDOWS (FGRE56). NEW WINE;OWS, TO GA FILE NO. FIG 5120 GENERIC (y
L__t LRE SOUND
MEET CURRENT ENERGY CODE (U-03,`p) z
WOOD JOISTS,GYPSUM WALLBOARD,RESILIENT CHANNEL r
.1 4.1 1 GLASS FIBER INSULATION
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4, REPLACE DAMAGED &'-0" x Co'-Or 5tIDNIG I PATIO DOOR&. NEW DOOI One layer s/2"type X gypsum wallboard or gypsum veneer base applied at right angles to
resilient furring channels 24"o.c.with III Type S drywall screws 8'o.c.at ends and 12"
TO MEET CURRENT ENERGY CODE (U-035)
',A No.at intermediate furring channels.Gypsum board end joints located midway between it
continuous channels and athooffed to additional pieces of channel 64"long with screws
5� REPLACE EXISTING DAQMAGED DEC<ING WITH P-T, 2x6 CEC<ING_ VERIFY 8' o.c. Resilient furring channels applied at right angles to 2 x 10 wood joists 16"o.c.
__7, r- EXISTING DECK FRAMING 61NOT DAMAGED UPON REMOVAL OF DEC<ING- with Ed cooled ri IT/8" long, 0,085" shank, 1/4" heads, two per joist. Wood joists
S I Oi 1 ") 2„ ,. I supporting s!s"interior plywood with extedorglue subfloorand ale"particle board,1.5 psf. � - "---' '�
9 ass i er naulation bafts,0,7 Far,friction fit in joist cavities supported alternately
every 12"by wire rods and resilient furring channels.
Approx.Ceiling
I EXISTING METAL RAILING TO 5E REPLACED, 6E-E DETAIL 4/52-1, Weight: 2 psf
_3
Sound tested with caribelt and pad and with insulation stapled to joists. Fire Test FM FC-181,8-31-72
2x10 o 1'-4'' OIC TYPICAL FLOOR FRAMING, TYPICAL. Sound Test: G&H CC-3MT, 10-13-71
IIC&Test, (73 C&P)
7 G&H OC-3MT, 10-13-71
1 it 0, ALIGN ONE TRUSS OVER WALI AND FROVIDE 15 32'' PLYWOOD SHEATHING
ONE 51DE NALED W/ Od, Its II 01C, EDGE, 11-0'' DID FIELD. 5LOCK ALL A",
If SHEATHING EDGES, _-N
FC 5240 --- 1 HOUR 11 45 to 49 STC
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it ',�O REPLACE ALL OANIAGAED ROOF SHEATHING WITH15/32'' PLYWOOD 5HEIATY41ING
t I IN -FULL 61ZIED SHEETS `5FAN RATING `G'lSA) NAILED W1 06 a 6'' O/C EDGE, WOOD JOISTS,GYPSUM WALLBOARD,RESILIENT CHANNELS
FIRE IOUND
to
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——------- resilient furring channels 24"toc aft 1"Type S drywall screws 12"o.c. Gypsumboard
LL F, I! end joints located midway between continuous channels and attached to a
fi 10 PROVIDE ROOF RTDGE vENT5 PER CODE macas of channel F4 lone with screws 12't A,c Resilient future channels accusal at dark
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AND ARE NCT To a UEED OR APEMIFILED
TO BE REPLACED SHEATHING TO REMAIN IN ANY MANNER LX11PT om THI, PROPER
WMTTEN PERWSSION OF 1 M Rl�PEY
ELEVATION NORTH COINSUL-IN6 ENGINEEPIE� IN(,
0 2' 4' a, DATE: (0-08-12
3 ROOF FRAMING PLAN FILENAME: _
S2 1 SCALE: 11II DRAWN BY:isc
VIEW C< 'RI CWAD BY: WNT
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VERIFY ALL DIMEEvl PRIOR ;
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ROOF VENT PER CODE ti
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COX l'O' YWOOD E)HEAT H.,Ipip]� ROOF VENTING
5HT'Gi OVER 2K4 p, 2'-0'' 01"�
OVER 300 51-D'r- PAPER 4x4 &TUD5 'a 1'-4 ' Cf/C'
PER CODE TYP!
OVER %2'' FL-T-W'D PROOF CA L
FRF-ENGINFE.REO ROOF 12 /
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WI FULL HF-IGHT
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2xt�, T4C 6" MIN,
FLOOR DEC<, 15T FL-R.
x
it
- ------ .. ....
I z -iMX
- ----------
'E) GONG, 5T EN, Is, (P 2xd, -4G DEC<G
WALL 4 FOOTING
(E) 4x5 5EAM5
V-
2i Z2 212
R-30 N&ULA.TiOps, TYF'.
2x10 to 1-4" O/C
C— i 01 N, UNIT &EF=ARIA� IONN WAL-i-
�711 0 1' 5C'4LE: i4r_O 32001 16-02 SCALE: 3/4;' 1'-0''
So
01
01
GA FILE NO,WP
GENERIC I HOUR 45 to 49 STC L L 1 41
FIRE SOUND
GYPSUM WALLBOARD,WOO STUDS
One layer Ya`stype X gypsum wallroard or gypsum Neseer hasurs applied parallel or at tight
angles to each side of double row of 2 x 4 wood studs 16*ox.on separate plates V
apart wM ad addled nails,17hi'vi 0.0915"shank, 1/4"hysees,7"ri
joarts.staggered 16"on opposite asset.Holizontal bracing required at mid-hasight. BEOAD-
BEARING) LL[I
t' K
ss' I I' ll v
5A"T NIZ ION, ONE 5CFE
AZ:ED ACOU5T'�CAL
Approx,Weight: 8 pro
Film Test -See WP 3605
--—-- — --------------4
(UP R1319-4,6,6-17-52;
UL R2717-a9r1-20-Jg3;
ULR3501-52,3-15-66,
UL Design U305;
UPC Design W301);
UL R4024,10-31-68
Sound Test NRCEC TL-93-261,
IRC-IR-761,3W
----------
Is z
SEI-OND FLOOR
WALLS AND INTERIOR PARTITIONS, WOOD FRAMED >
Mil w ; M:ii:i: NO: m=011m, Vi m;
GA FILE NO. III GENERIC T55110 597STC
L
s FIRE SOUND
STC
is
i GYPSUM WALLBOARD.WOOD STUDS
s s 1 i T J Ciustcs,LTrrs NGINELRS iNC
s s 2012, osr trGH75 Rt�SiSVED
s Base layer 5/ts"dips X gypsum wallboard or gypsum veneer base applied Fit right angles to
each side of doijbits iuw of 2 x 4 avood studs 16"G G on separate plare"Itt 1'apail mu,hot rJVs �ItAWNGS is� 0- ln�' Jr
1Y, RIPPEY CONSA r NG i NCNEERS IN
gypsum sip, I
s footed naits 17o"enti,0085"sharik, I.;,t"heads,2A"o c Face laver 518"type x Mir, esir i'i a BE J!"DO. isk e7pnobucFr
wallboard ot gypsum veneer base applied at ,fignt stripes to eacp sole with 8c correct ;it BNM,kNNiR LATPl WITH es' "PUPLIZ
pails. 23d'(Ong. t) 100"shank ',e heads, 8' so c yR TWO PRA! 2114 tv T sa! tiNPEY
Ss uN" Fo NEMS '\c'
------ i lo' .a: staggered 16" each layer and side Sound tested with 3112" glass fiber insumpors,
is is
i is z stapled to StUds in stud spaces on one side and with nails for base layer spaced(i's C DATE 10-08-12
Honzonnal Gracing reawredat rin-loght (LOAD-BEARING)
FILENAME:
DRAWN BY:JSC
L- 4- 1 - CHK'D BY: RNT
FIRST FLOOR
Ths;kresO 10'14" SHEET
NEW 6PRINKLER Approx Weight 13 pts'
TI-11 SIDING, FAINT Fire Test See WP 413B
I:
is
I Al
5 E PA R-�,
�12—Y1 6-v 2,
o
TO MATCH EX15TING RISER ROOM IFM iNP 360,9-27-7q
UL R4024, 10-31-68
Sound rei NGC 3056, 4-7-70
FAF,-1 1AL FRONT EL"—do,"ATrION
12,001 16 - Oro St James i s-EVA-1'ON &CALFo Az' 1'-0'' OF 4
'Unity PROJECT No,:
12001,1&
1 2 ILI
SIMPSON 'DTT2Z' W/ v
W
DOUBLE STUD, FACE Iod m 6 O/C,
NAIL W/ 10d 41 6" O/C TYP. � Z
STAGGERED
PRIVACY WALL
..__ fE 1/6x2 WIDE x 21/2" W/ Eaa
(2) 010 x3" GALv. WOOD
SCREWS TO STUD IN WALL BENT fE I/ax21/2 WIDE x LENGTH
4„ REQ'D W/ (2) 010 x3" GALV. O g
WOOD SCREWS TO STUD U
TYP' IN WALL �,�
cn N
VIT
fE 3/4x15/ax CONT. T en g
A M
M
a � c
TYP. H Haw
SIMPSON 'DTT2Z' HOLDOWN
W/ 1/2"0 x8" EMBED. ASTM 1
/2 PLY WD GUSSETT
A1554 4 THRD ROD USING (1) SIDE W/ (2) ad NAILSGINE
SIMPSON 'SET-XP' ADHES. TO EACH MEMBER 1"* BAR VERT. POST PrP
. . CONNECTED. m 4'-0" O/C. 16,720
PROVIDE GUSSETT BOTH 1/2"4 BAR PICKETS
SIDES WHERE BEAM CE) 2x6 T4G DECKING 3�_�� m 4" O/C, TYP. �
OREGON
SPLICE OCCURS. zo,
tE
1/2x]5/ax CONT. Ay TURNgP
. S,. x fE I/axis/ax0'-3" W/
.�� EXP: 6/30/14
\/\\ sx (2) MO x3" WOOD ,¢��
MIN 4"
\/ / T/DECK T/DECK
x � SCREWS AT VERT. POST
\' REPLACE EXIST. (E) 4x8 BEAMS P.T. 2x6 DECK'G IF
1 „ DECAYED POSTS W/ ASPHALT ROOF'G T/DECK 411
MIN. NEW P.T. 4x4 SHIN7 AV- GLE ---
(E) CONC. STEM
WALL 4 FOUND. (E) CONC. WALL TYP. U ((�
r a \ CV
\/\\/\\/\\/\\/\\/\\/\\/ \/\\/\\/\\/\\/\\/\\/\\/� FACE OF WALL N
/ P.T. 2x8 DECK _ A r
JOISTS 11D 1'-4" O/C / u
i HOLDOWN SECTION 2 FOOTING; SECTION 3 HANDRAIL SECTIONK4*"), DECi< FRAIL ELEVATION 5DECK F,,4IL SECTION
�4_ 12001.16-04 SCALE= I" = 1'-0" SLi 1 12001.16-20 SCALE: 1" = 1'-0" �4_ 12001.16-16 SCALE: 1"
= 1'_0.. �4_ 12001.16-06 SCALE: i" = 1'-0" �j.Q..� 12001.16-19 SCALE: 1" = 1'-0" z
W A Q
TYP. FLOOR/CEIL'G tt
FRAMING PER PLANS J
MAX 5ORED HRUN GYP. BD.OLE DIAMETER NEW SIDING z
NON-BEARING OR DOUBLE PER PLAN CONT. TO WALL
STUDS SIZE BEARING WALLS STUD AT BEARING WALLZ-FLASHING
* PLY'WD BACKING
2x4 13ia" 2" AT SOFFIT
(N) P.T. 2x6 DECKING
(2) "8 DECK SCREWS PER
2x6 21/411 31/4" BOARD AT EACH JOIST.
*NOT MORE THAN (2) SUCCESSIVE DO NOT SCREW THROUGH (2) 2x6 WALL FRAMING (2) 2x6 WALL FRAMING
DOUBLE STUDS ARE BORED. Z-FLASHING
FIRESTOP SEALANT INTUMESCENT
1 FIRESTOP SEALANT 0 cYl
r 5,a GYP. BD. O,
MAX NOT (2) 16d 1'-4" O/C MAX. 4"�P METAL PIPE MAX. 2"o CABLE
s 2x4 0 W OR CONDUIT FIRMLY BUNDLE
MECH. DUCT WHERE IT -' cn SUPPORTED EACH SIDE
1 2x6OCCURS, SEE MECH. CED
(E) 2x8 DECK
JOISTS 1'-4" O/C DWGS FOR DUCT SIZE
2x4 SOFFIT FRAMING (1) HR OR (2) HR CU HR OR (2) HR v
" MIN. 2'-0" O/C RATED ASSEMBLY RATED ASSEMBLY
PROVIDE METAL PLATE
NAIL STOP OER CODE, CABINET WHERE
TYPICAL 0 (E) 2x8 LEDGER IT OCCURS
1 -1 U.N.O. 5EC710N SECTION �D 7 :w
SEE RGP
TSF' T�r'F z
0A � �
WALL STUD 50f?ING / NOTCHING -1 WALL SECTION S T-r'F SOFFIT DETAIL 9 FLATS FENETRATION (1„IETAL ) ]O FLATS FENETF;ATION (CAi3LE )
54.1 12001.16-22 SCALE: 1" = 1'-0" 12001.16-14 SCALE: 1" = 1'-0" 12001.16-08 SCALE: 1 = V-0" 64,E 12001.16-09 SCALE: 1" = 1'-0" 54.1 12001.16-10 SCALE: 1" = 1'-0" �J
EDGE NAILING INTO Lu
GABLE END TRUSS
(5) ad COMMON (6) loci COMMON
INTO BLOCKING
EDGE NAILING
f2) Irod ALONG TOP CHORD
COMMON FASCIA BOARD TO
— MATCH EXIST.
I
I
ROOF SHT'G 2xro BLOCKING 2x4 BRACE
PER PLAN W/ (3) 10d COMMON AT 4'-0" O/C
(E) GABLE END
8d 6" O/C, TYP. END NAILS AT EACH TRUSS TO REMAIN z
END (2) SIMPSON 'DTT2Z' p
2x VENT BLOCK'G HOLDOWN W/ 1/2"0 THREADED n
C2) 2x6 WALL FRAMING PER CODE 1 MAX I I ROD FLOOR TIE 2x10 S
I�od T/N ro" O/C 1 QUASH
BLOCK
INTUMESCENT PRE-ENGINEERED ROOF 2ND FLOOR
CONNECTION BOX PER PLUMB'G Q
FIRESTOP SEALANT CONT. DRIP TRUSSES TO REPLACE EACH SN 'CBC' AT EACH 201T.MRIPPEY
DWG S, WRAP W/ OUTLET BOX EACH SIDE OF BRACE o io 2�ALL RIGHTS RESERV"nNG ENGINEERS ED
BARRIER PAD TO MAINTAIN EDGE FLASH'G EXIST. ROOF FRAMING. THESE DRAWINGS ARE THE PROPERTY OF
ACOUSTIC SEPARATION AND 16d COMMON TM RIPPEY CONSULTING ENGINEERS INC.
o FIRE CAULK PERIMETER AT FIRE TOE NAILS 6" O/C AND ARE NOT TO BE USED OR REPRODUCED
„ o NEW PRE-ENG. ROOF IN ANY MANNER EXCEPT WITH THE PROPER
MAX. 4 m PVC PIPE RATED PARTITIONS WRITTEN PERMISSION OF T.M. RIPPEY
FIRMLY SUPPORTED TRUSSES is 2'-0" O/C CONSULTING ENGINEERS INC.
EACH SIDE PER PLAN • EDGE NAILING Dar
GUTTER TO MATCH
DATE: 10-08-12. (1) SIMPSON H2.5
NT
RATED ASSEMBLY PARTITION WALL AT EACH TRUSS FILENAME:
(1) HR OR (2) HR MATCH EXIST. EXIST ' '
T
PER PLAN R-38 INSUL. DHRK AWN JRSC
(E) STUD WALL (2) 2x4 STUDS AT SHEET
SECTION PLAN VIEW EXIST. 2x4 EXTERIOR EACH HOLDOWN
WALL TO REMAIN
CONN.
11 FLATS FENETFATION. (F'YC) �12SOX AT INTEF'IOi, WALL t'13"N ROOF SECTION ri-4NNIGAE3LE ENDWALL SECTION i5 HOLDOWN 5ECTION 5 .4 , 1
12001.16-11 " - , 12001.16-12 " V_ � 12001.16-17 OF 4
5�.) SCALE: i = 1 0 �.�'�.l SCALE: 1 = 1 0 54.1 SCALE: 1 = I'-0" 54.1 12001.16-1s SCALE: 1" = 1'-0" g4,1 12001.16-21 SCALE: 1" = 1'-0"
TMR PROJECT No.:
12001.1ro