HomeMy WebLinkAboutPermit File BLD-2018-0500 1016 27th Street (8) II I
ELEVATOR p' GENERAL NOTES
A15 5- T_10 b J. STERLING
CONSTRUCTED AS ♦ / is-1r_ j \ 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE.
SHAFT ENCLOSURE \ • 3Y-7 \ _$1''0" g_10- 1•-0't \ .b" n
L \ 2.ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O.36
J. STERLING
/ / �_ _ _ _ 3. VERIFY HEADER HEIGHTS WITH SUPER. 2
- / / BASEMENT SLAB� I / / /
r \ I . 3851R I 4 / _ �
\ 1 \ 21 11 1n 8�r - T 7' � I \ I 4 I I 4. ALL EXTERIOR WALLS ARE 2 x b- 16"O.G. STUDS, UNLESS NOTED a
5 1 1 (1- OTHERWISE 1/4" = 1' U.N.O.
�'''t/ C�� r i I �I I Ab v ,at, II
TIE GRAVITY FED DRAINAGE \ Y 5. ALL INTERIOR WALLS ARE 2 x 4- 16"O.G. STUDS, UNLESS NOTED/ f- I �/ - - � / I INTO STORM DRAIN OTHERWISE. w
1\ T , z
��,!�J b. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER 07-2�-�S a_
4"OF PEA GRAVEL FOR DRAINAGE _ \\ 4" OF PEA GRAVEL FOR DRAINAGE DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR
#4 @ 24" O.G. TOP PER DETAIL 1/Ab GRAWLSPAGE VENTILATION - J z � J LOCATIONS. 02-04-19
' I1/_ GRAWLSPAGE AREA: 4,385 SQ.FT o g �� r g1 1 i
\H 1 0'-4 1/2" - \ I 4,385I 150=29.23 5Q.FT.OF VENT Is REQUIRED. CM X H - X f \ X f• 3; - - FOUNDATION NOT 5
-b #4 @ 24" O.C. v o- r USING b X 16 FOUNDATION VENTS,44 VENTS ARE m v lx °'K T§ 1.ALL FOUNDATION FOOTINGS TO BE 15" BELOW GRADE @ FROST DEPTH. CD
CENTERED IN " T- REQUIRED. ONE SUCH VENTILATING OPENING z z c
#4 @ 24 O.G. 1 SHALL BE WITHIN 3 FEET OF EACH CORNER OF 0 0 3 Z
WALL TYP. THE BUILDING. 2015 IBC-1203.4.1 J 2. JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN.
0'-9" O' 6" 0-6' o'49" FINAL LOCATIONS OF FOUNDATION VENTS TO BE ® GRAVITY FED DRAINAGE IN GRAWLSPAGE ,./
\ \ . \ cps 1� `� h DETERMINED ON SITE. ` � ' 3. FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. LT)
II` 0W
\ 5'-9 1/2" \ 3'-7" f / ® 4. FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE.
D. p _ ° 21''111rz z-0-Av r-B,rrHc r-0• Y-r zv� 5. FOUNDATIONDETAILMAYVERYDEPENDINGONFINALGRADE. O
°'- �. I n
A 14 ;, 8 6. ALTERNATE FOUNDATION DETAILS AVAILABLE UPON REQUEST. IT
3.4 0'-11" 0'-11" 0'-11" 0' 11"0=11" '-10" 0'-11" 0'-11" 0'-11" 0'-11" 0'-11"0' 8" say i1
b sicI 2a,-31/2 Q 1•-51rr 35-0" 6 SIMPSON HANGER TYPES
13 it
0'-8 1/2" 11 _ J MARK TYPE SIMPSON HANGER MODELS "
\\ r
CO
BUCKOUT
FOR SUMP / I �• I " 8" L T O" ads 8"X 24"CONCRETE FO. LNG®"- - - - - J F 8"X 24"CONCRETE FOOTING n / 1.AG/AGE 4. BG C i
x
8"X 24"CONCRETE FOOTING
C J POST CAP 2. LGE
SLAB REBAR, USE MIN. LOCATION (3/A5) rr 3 RTG
#4 @ 11" EACH WAY, MONO-POUR FOOTING AS /� 8 \ It
I `? 8"X 24"CONCRETE FOOTING I al .0
3" FROM BOTTOM ONE SLAB FOR ELEVATOR SHAFT h I- I 1.ABU
1 ELEVATOR PIT DETAILla
51�' I POST BASES 2.ABA
I SCALE: 1 /2" = 1 ' K ' \ I 3. AMA!I }� E
1. 1-11
n 4" OF PEA GRAVEL FOR DRAINAGE 4" OF PEA GRAVEL FOR DRAINAGE TRUSS SEISMIC & 2 H1C N
ELEVATOR \ HURRICANETIES s
mw
CONSTRUCTED A5 -
r . ,_ 1. HGA10
SHAFT ENCLOSURE - GRAVITY FED DRAINAGE IN GRAwLSPAGE n EXP. BEAM SEISMIC E
�'] • �,_ rim ! & HURRICANE TIES
" J .� __ $ Y �A6� I 4 p
TOP PER DETAIL 1/Ab / f ,� cRAWLSPAGEAccess I 1. ITS cw
24"X 30"MIN. I I-JOIST HANGERS 2. MIT/HIT C
xr *424IIO.C. \� -33•_,- Cl- in
I 3. !US/ MIU o
\ o l'-11 1/2" o \ 4 I 1. LUS 4. L55U O 1 a'_ 8"X 24"CONCRETE FOOTING § 8"X 24"GONG ETE FOOTING I , p,
WALL TYP. �0, b„ FACE MOUNT ,n
@ #4 @ 24 O.G. r s,rr_ a L� \ r 2. HU5 5. 5KH Z 1u r_ u
/ CENTERED IN I- - t 3V-10" r-0" JOIST HANGERS - R'
0' b�. ./° v / 8 $ '� - - ! \`L - 3. MU5 CUSP HANGER) w �,
4 4 8' X 24"CONCRETE FOOTING `> / g, a
0"-\---11, \ 6'-11 1/2" \ 1{ \0'-q" Ab, n H s•x 24•CONCRETE FOOTING •� D 1. HU 4. HHGU _Q m d - 3
GLULAM BEAM AN DI 33
II I I I I . - - f - - '�` - - o DOUBLE SHEAR 2. HUG (USE OFFSET Z ?
`^ #4 @ 14" O.G. MAX EAGH�WAY n 8 g �8\1 JOIST HANGERS 3. HUGQ HANGER FORto d U- m
_ _ I- J EDGE OF DECK)
Q - - c - - I 1- - tr '. ,qb I Z Z �S �� I
y y o o � ' i r - 7i I °° I . �� ; 1 NOTE: IF ALT. HANGER NEEDED, VERIFY W/ SUPERVISOR.
0'-8"0'-11" 0'-11" 0'-11" 0'-10"0'-8"0'-11" 0'-11" 0'-11' 0'-8" a I a"X24" 0 2-0 �I
0-3' O'-3" Q 1+ " (® CONCRETE FOOTING ' - �r 1 D'� x 11 r r+ - onit-
�'-7 1/2" b 8"X 24"GONG ETE FOOTING 4 '^ 8 m n 8"X 24"CONCRETE FOOTING I I d 1S
\ 33'-1" - _
- 8"X 24•CONCRETE FOOTING h 71 ` -J O - In A
SLAB REBAR, USE MIN. MONO-POUR FOOTING A5 I- - n 1.4Q F
T4fr o 1, T-17 1/2"- YA 1 11'-2"
-
#4 @ 11" EACH WAY, ONE SLAB FOR ELEVATOR SHAFT v 8 I X
3" FROM BOTTOM �- § § Ii� 8"X24' I Xw I r- � Ili
-
6• f n I <+ CONCRETE FOOTING . '' Z
8"X 24"CONCRETE FOOTING R ,,,--1{{---_
2 ELEVATOR PIT DETAIL s
19'-10 ill" - t 2'-0" i T-11 1/2" �, - - 13'-5 1/2"- - - \ -
SCALE: 1 /2" = 1 ' T-,, ,2"-- W . n Q 0
n R17X36'GONGREFOOTING I' vILI \ z
y 4"OF PEA GRAVEL FOR DRAINAGE I -5LAB REBAR,USE M . - - 4" OF PEA GRAVEL FOR DRAINAGE N
Is 1'-0"fi'-1 o" 1'-QnT m Q 1 7M®11-EACH WAY, \ _ ` ■� ri .^
m ` ''- 3'FROM BOTTOM \` v M� V I
' m 0 2
O GRAVITY FED DRAINAGE I•°e SUMS r`ioeO AAnoN - } O ` • r
IN GRAwLSPAGE I• LL • v
x Xni
1" X�. 1BX78%1B(3IAs) LL
O X x -TPA �,,' §SEE A1/A5 FOR MORE ELEVATOR
(4) - #4 IN �I z 1 I \I Y� \ 8 2FOUNDATION SPECS.
< ADDITION TO O I L s vSEE ELEVATOR DINGS FOR ADD'L 0
REQUIREMENTS •--
of& Iiii x SIAD
2 o
SLAB BARS r / / 1 ��A -n 8"WIDEx8"HIGHELEG. RACEWAY 1,� �� �� I 8"x 8"PIPE SLEEVE,LOCATION O
000 --- , ( 5y 1 TO BE CO SDIN COORDINATED WITH �A6J
, , / I i•, BASEMENT SLAB it J
/ / L 38 sqR / /
r_2'-8 1/2'
/ /
\ 1 b 2 9 \ �.-5.. J 74•-0 -A IL I r J 17 36-
yI
tt, w - / \ 23-11" \ § rra 4 r3yr ors=
0 0 A 0 Y 22'fi„2" \ CITY OF ANACORT o���
` \ 24%0" a
P� 0 0'-1 1/2" 0'-8" \ PI-A:MGBUILDING D --� ==o�w
0'-3' 0'-8"0'-11" 0'-11" 0'-11" 0'-10" O'-11 " 0'-11" 0'-11" / / / & EPT. 3�0==
0'-3" !WI;
o' 4" o'-s" \ Ta'11' \ APPROVED P "" m
\ 3'-7 1/2" T 1'-10" T <A4
PERM,T DNS " w MR
ADDRESS: E O '`"`- 5LAB REBAR, USE MIN. BUGKOUT FOR 27f4 ,II- ._<uJg
11" EACH WRY, SUMP LOCATION
i=woAPPROVED'6 �," "N C� C I Y 1� , H I-- g000i rf=woo
3" FROM BOTTOM 4" GONG. MIN. SUBJECTTO INSPECTION. APPROVED PLANS 0K~OFZ
0 ry�ry00
d'd-
rSHALL NOT BE ALTERED WITHOUT AUTHORIZATION. ir
el 3 SUMP BUGKOUT DETAILFEB �� I �_
SCALE: 1 /2" = 1 ' J =
w�
CITY OF ANACORTLS - - Z ti 1,
oza�
24000
g D o- HU.
SLABS 17 HD ALT 1 - HOEDOWN - EMBEDDED STRAP TYPE ' REVISED 0
i'W
Or. §
•SUBGRADE: USE STRUCTURAL FILL OR NATIVE MATERIAL, COMPACTED TO 95% RELATIVE COMPACTION. IT 15 STRONGLY MIN. CAPACITY: GOOD FOR 2185 LB UPLIFT. GAR*
=Q P.
$ w 4 t • . _. .i.J �
RECOMMENDED THAT ALL STRUCTURAL FILL BE CHECKED BY A GEOTEGHNIGAL CONSULTANT. HOEDOWN: USE LSTHDS FOR NO RIM JOIST CONDITION. �+ of
* UNDER SLAB INSULATION: MAY USE XPS OR EPS RIGID FOAM WITH MIN, 25 PSI COMPRESSIVE STRENGTH UNDER SLAB. - FOR RIM JOIST CONDITION USE L5THD8RJ. �~ *` cI PLAN AREAS OWNER APPROVAL
IF USED, PROVIDE AND INSTALL PER MANUFACTURERS RECOMMENDATIONS.
NAILS: USE 16, 16D TO FULL-HEIGHT STUD A5 FOLLOWS. // "�
*SLAB THICKNESS: USE 4" MINIMUM. • STUD: USE LARGER OF: KING STUD A5 SPEC'D ELSEWHERE; OR CHOICE OF 2- 2X, 3X, OR 4X. r il rn73 MAIN FLOOR 3,921 SQ.FT. INITIAL:
* REINFORCEMENT: USE ANY OF THE FOLLOWING: ALT 2 - HOEDOWN - BOLT TYPE
NalAsterde
- MINIMUM #3 REBAR AT 24" O.G. EACH AY CENTERED IN SLAB. �tvnLz�4(,g 2ND FLOOR 4 200 SQ.FT PAGE:
W
• HOEDOWN: USE HDU2. AS
WELDED WIRE FABRIC, MINIMUM W te"�`s
2.9 X, 6 X 6 (6 Ga.) CENTERED IN SLAB. SPLICES OVERLAY 8" MIN. LAGS: USE 6 SD5 1/4 X 2.5 TO FULL-HEIGHT STUD PER ABOVE 2o I 3RD FLOOR 4,098 SQ.FT
- FIBERMESH PER MANUFACTURERS RECOMMENDATION.
HELIX MICRO REBAR, MIN 5LB5 PER CUBIC YARD. * ANCHOR BOLT: IF WET SET, USE 5/8" DIAMETER SSTB16, OR 5/8" ALL-THREAD WITH NUT AND 3" WASHER ON EMBEDDED END. �"``�1.1>:ER's sE' ' UTILITY/MECH. ROOMS 552 SOFT.
MIN EMBEDMENT = 12". IF TOO LONG TO FIT IN FOOTING, BEND 90-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3" COVER AT Is twit. �¢"`�` OF:
•CONTROL JOINTS: MAXIMUM RECOMMENDED SPACE = 8' O.G. EACH WAY. THIS 15 A NON STRUCTURAL ITEM AND STS-Ati5 1''-i L"Y . TOTAL LIVING AREA: 12,111 SOFT.MAYBE CHANGED OR OMITTED BY OWNER. BOTTOM OF FOOTING.
•VAPOR BARRIER: USE MINIMUM 6 MIL PLASTIC VAPOR BARRIER UNDER ANY INTERIOR SLAB. - IF ROTOHAMMER, USE 5/8" TITEN HD OR ALL THREAD & EPDXY, WITH 6" MIN CONCRETE EMBEDMENT, CENTERED IN STEM WALL! ENTRY PATIO 148 SQ.FT.
PLAN AREAS GENERAL NOTES J. STERLING
1.ALL DIMENSIONS ARE TO FACE OF STUD UNLE55 NOTED OTHERWISE. o
MAIN FLOOR 3,921 SQ.FT. ar
al
u 11 \ 2.ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. J. STERLING el
2ND FLOOR 4,200 SQ.FT. 36,4„ \ 3. VERIFY HEADER HEIGHTS WITH SUPER. - as
SRD FLOOR 4,098 SQ.FT. ' / E, E
1 / / 4. ALL EXTERIOR WALLS ARE 2 x 6- 1 b"O.G. STUDS, UNLESS NOTED „ _ a
_ .L - A7 " „ n " �L- II'' OTHERWISE. 1/4 - 1 U.N.O. v
- - 1 SIMPSON HANGERS EZ - - Al - - - - T ' --T - - - - J-e I I r ~ - SIMPSON HANGERS- - - - - - - �I 1-
UTILITY/MECH. ROOMS 552 SQ.FT. I I I 4
II
5.ALL INTERIOR WALLS ARE 2 x 4- 1 b"O.G. STUDS, UNLESS NOTED ol
I I v v I I OTHERWISE. 07-27-18
I-
TOTAL LIVING AREA: j L-- _ I b. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER
ENTRY PATIO 148 SQ•FT• I Z I I I / �� / I DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR
12,771 _
- - I I �, _ IMPSO J 02-04-19
- -_ - - - - - m rJ3 I b II ,HANGERS
LOCATIONS. _
' !, Ab I ' \Ab 0 FRAMING NOTES
POST SCHEDULE A I A I AC311)
DEFAULT MATERIAL:DOUG FIR NO.2 OR BETTER • Al I r, Al Al w� I n
DEFAULT BOTTOM CONNECTION ON PLATE:2,FG OR 2,A34 WITH SCREWS,OR 4, 16D FACE NAILS. 1. REFER TO SHEET Ab FOR FOUNDATION NOTES AND DETAILS.
DEFAULT BOTTOM CONNECTION ON BEAM:2,FC OR 2,A34 WITH SCREWS,OR PGZ. �, r =m W=mm =I$ 2. COORDINATE W/MECH. & ELEC. FOR LOCATIONS & SIZES OF
DEFAULT BOTTOM CONNECTION ON CONCRETE: PB,OR AB,OR ABU,OR ABW,OR CBSQ R = o m I I o I rc< _ ..
ALTERNATE BOTTOM CONNECTION ON CONCRETE:#5 REBAR OR 5/3"ALL-THREAD,EPDXY 6"MIN. 6- Ii m m I FOUNDATION/SLAB/JOISTS BLOGKOUTS.
INTO POST BUTT,AND 6"MIN.,EMBED IN GONG.GONG EMBED MAY BE WET SET OR EPDXY. -r ' 70 14'BCI 6000 1.8 DF"I-JOISTS 12"O.G. I 1 m _ I m _Pi I Q 14"BCI boon to DF 9' ir-9 16"O.G. '- $
I� I 12 FD FLOOR DIAPHRAGM Cr '
ENGINEERS CONNECTOR I 12 FP FLOOR DIAPHRAGM 1 I I °.' 3. FLOOR JOIST OR ROOF TRU55/RAFTER LAYOUT SHOWN HERE 15 FOR 1
MIN., USE ALT 1 MIN., USE ALT 2 MIN., USE 1 �I
MARK (IF BLANK, USE DEF.ABOVE) o _ SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT m
1 ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL
70P 2-2 X 4 4 X 4 L F L _ ', I PRIOR TO THE FABRICATION AND INSTALLATION. s
ID
® •
3-2 X 4 2-2X6 4X6 4.ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED syss
\ I I -B•p- \ 4'-41/2" '1. W-6" BY MANUFACTURER n
11. 1:10)
GED 3-2X6 4-2x4 6x6 I
, 5. FLOOR SHEATHING TO BE 3/4"COX OR 05B STURDI-FLOOR T&G, GLUE 3
AND NAIL W/RING SHANK Ms @ b" EDGES& 12" IN THE FIELD. FACE
bcr , '6" \ 7{'" GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16"
BEAMS SCHEDULE \ 14'6" rL ' ,TJI
L - - - - 7 OSB OR EQUAL. °
C -I
DEFAULT SAWN MATERIAL 15 DOUG FIR NO 2 OR BETTER. I =€ A "=t'- I - 11 P L- _�
DEFAULT GWLAM,LVL, PSL MATERIALS-SEE STANDARD STRUCTURAL SPECS HEREIN. -c -'` �`S-'- - �� (115
N
DEFAULT WALL CONNECTION:3"BEARING IN POCKET OR ON PLATE WITH MIN.,2 STUDS BELONL / X 8 L - - �c \ BEARING HMS ABOVE fir -� n�I �I��U=4�1--1Lc�I. =f it Al .�L -1k-�1` =-1-='� -IF �t °
DEFAULT END POST CONNECTION:LGE,AGE,EPCZ,OR EGGQ. L - • I 8 V BEARING VQALLABOVE BEARING NNLLABOVE b. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST
DEFAULT CORNER POST CONNECTION:WITH MITERED BEAMS OVER:LTE4,LGE4Z,OR RTG44. 1 ` Ca
- r-0, LOCATIONS AND BETWEEN UPPER AND LOWER 5TUD5 AT FLOOR TO 2
r� r'n- Ab)_n ��� �1� FLOOR HOEDOWN LOCATIONS.
DEFAULT MID-PBEAM TO BEACONM
CONNECTION:OTION:LPGZ,PCZ,GG, OR SIMILAR u A u-, .. I 1. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING
DEFAULT BEAM BEAM HU,HUG,HUGQ OR SIMILAR. Al }� �y--•.-, .,_- -
It
"6HEE� CONNECTOR I BEARING A ABOVE I LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. E
MARK MIN., USE ALT 1 MIN.,USE ALT 1 MIN.,USE (IF BLANK, USE DEF. ABOVE) \• L I �I . I
17 s" 8.ALL CONNECTIONS TO BE SIMPSON OR EQUAL. CO 71
D
30B 4x12 bx10 1.15x14 LVL
9. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE
35B 1.15x14 LVL q I a I CONNECTIONS AS WELL AS FROM TRU55 OR RAFTER TO BEAM ih
iii
n I I,os h ci C- CONNECTIONS. it_
365 I (2)- 1.75x14 LVL a I s SIMPSON HANGER TYPES E
n i m MARK TYPE SIMPSON HANGER MODELS '4
31$ M (2)- 1.15x14 LVLIA a T I: :1--
T 0
x 1. AG /AGE 4. BC g
40$ (2)- 1.75x14 LVL V 14"8616000 1.8 DF'I"JOISTS 16'O.G. I POST CAP 2. LGE I ry
--Q$ I,2-0 \ i I 12 FD FLOOR DIAPHRAGM - 3. RTG C
41 B 1.15x14 LVL '3
r - ' I 1. ABU Kr rn
42B (2)- 1.75x14 LVL POST BASES 2. ABA O a to
m
43B 1.15x14 LVL MVP!. -T 1v e" 20-8" \ 3. ABWWre X CZ 111
-- 1�1� !� If==1�i� I�1��1=1 1 _ " - r� TRU55 SEISMIC 8 2. H2.SA p O� I- Z ryrel c
_ BEARING YNLL ABOVE ®c _- - "'r - -tp- _ ,'A3/4" - T - - - - � � - HURRIGANETIES - j OQ o 'a
50$ USE MIN., 1.15X14 LVL UNDER SHEAR WALL IN ADDTION TO TYPICAL FLOOR JOISTS. I- 8 8 643/4"- - - 11'-11"
\ s6 _ A 1:: �..�.,.oal: - ---•:i :1: : : 1 2. ...1: :O- :_ : ' - ::a :x: _ . ;� (� / m Q Q m s S
JOIST SCHEDULEfic �� ® - Al r- • '� - I. - - '� BEARING WALL ABOVE �!, y� 1. HGA10
DEFAULT RAFTER OR DECHK JOIST TO BEAM CONNECTION 15 GONT OR SKIP BLOCKING AND H2.5, - r EXP. BEAM SEISMIC
OR HI,OR MATERIAL 15 DO S. - u _ __
DEFAULT SAWN FATE MOON HAG ERNO2OR BETTER. I II • 27A 1N" \ I & HURRICANE TIES -
DEFAULT SAWN FATE MOUNT HANGER N U,W, USE SLOPED/SKEWED WHERE APPROPRIATE. "' m
DEFAULT SAWN TOP FLANGE HANGER IS JBA,LB, BA,ORB(WELDED APP,USE LB,BA,OR B) _ o 0 CI
F.ANY NATIONAL I-JOIST BRAND,EQUAL OR STRONGER MAY BE SUBSTITUTED 4 i t 1 m O y 1. ITS 0
DEFAULT I-JOIST FACE MOUNT HANGER 151US OR MIU /`' '� :Q=i:��.. Al -1.-:�I A6 L 1 I-JOIST HANGERS 2. MIT/ HIT '1 ' 6
I
DEFAULT I-JOIST TOP FLANGE HANGER 15 ITS,HIT,OR MIT �8 8 `� L - - G Illy / s- X O -'^"
PLAN EN6MEE,S MIN., USE ALT. 1 MIN., ALT. 2 MIN., CONNECTOR(IF BLANK , T4' 4'91/Y M� Al - M / I 3. IUS/ MIU tt- I V
CALLOUT MARK USE USE USE DEFAULT, ABOVE) �Ab 1 BEARING YMLL ABOVE .
T I- - - __ I8 I \ � - - - LL4-,0;/ - - - --\
• 1. LU5 4. L55U z V,
14" BCI WOO 1.8 _ _� ..� ._..� .�: - :�. -:a:-.�: :- .,.=� : - I�-1� l _ 8 FACE MOUNT - Z lU
ts31 bOJ �1 RIHGYNLLABOVE �Ab - 2. HU5 5. SKH 1- I-
@ tb' I _ T -r - - -Q _ - �� g J015T HANGERS z J�"� cv
w_
61 J 14" BCI 6000 1.8 14" BCI 60 2.0 \ '
I :IN: '- limwees ::::tea i.w.: :n .imm: :3 r
0 -1 3. MU5 (USP HANGER)
@12" @16" b- . ^ 0
12 FD FLOOR DIAPHRAGMII L G ABOVE -�-�I - '� o� I "�� BEARING WALLABOVE N GLULAM BEAM AND 1. HU 4. HHGU W V , _Q V
b'6' I T 111rz" I \ a-T 12'111a DOUBLE-5HEAR 2. HUG - - I (USE OFFSET v ILL . f1 z
* SHEATHING: WITH JOISTS AT 24" OR 19.2" OC, USE MIN., 24 OC RATED, I 4HANGER FOR V
I JOIST HANGERS 3. HUGQ - 11 1
APASTURD-I-FLOOR; EITHER 3/4" SPECIES GROUP 1, • . ® 14"BGlb000LBDPTJOIST516"O.G. --,i•-__ 4 r EDGE OF DECK) L4�
12PDFLOORDUPHRAGM i t - 1- 1 NOTE: IF ALT. HANGER NEEDED, VERIFY W/ SUPERVISOR. I- V n/ ~
OR "I/8" SPECIES GROUP 4. MAY BE 05B OR PLYWOOD. J1 E _ _ _ I 0 re
GOOD FOR 130 PSF, TL @ L/360 DEFL. I
Al BEARING WALL ABOVE 0 ^^ O
• SHEATHING: WITH JOISTS AT 16" OC, U5E MIN., 16 OC RATED, R. p F - I
MIN., 19/32" THICK. MAY BE 05B OR E FA-
a I c ~ �`r0 lei0EL<APA STURD-I-FLOOR, a 4, '¢r it o
PLYWOOD. GOOD FOR 245 PSF TL @ L/360 DEFL. c e
F - m /'' ik. e�n Z N* SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.1(1) m 4 I I
ORIENT SHEETS CONTINUOUS OVER TWO OR = L - J z � Cs
MORE SPANS, WITH THE LONG DIMENSION SIMPSONHANGERS J m < �IJAL
ACROSS SUPPORTS. r- 1- 'O II Il II 'S III 2/bll9 s„4,Za
* NAILING: GLUE, AND CONNECT WITH 100 RING SHANK NAILS OR i I - -.1._
- - I CITY OF ANACORTFL�""'� I =
SIMPSON HANGERS Al 4 RI l� - - - ®-�SIMPSON HANGERS <�!� J
#9 SCREWS, AT 6" EDGES, 12" FIELD. L - - E I " '�' r - �R's SET
/ / - - - - - 1 PLANNING & BUILDINti" '".f' �� eo0
BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS (BEAMS)AND
L J / f vs Fert J,tact"�l YE
CONNECTIONS t1-0" r- ���� \ APPROVED PLANSiT£A1,T o,.tut . Z s =o
T-11 ,2 \
CONNECTIONS TO SHEAR WALLS BELOW. \ - 30`5 • 14c11 ma's" \ PERMIT #: - MI6
1411" \ 3 rn
3z�a
FLOOR-CEILING SYSTEMS DETAIL, 1^IOOD-FRAMED I ` � P � R 0rn -i ADDRESS: < MO..
MO..
I
APPROVED BY: ==a
1 HOUR 55 to 59 STC FEBLwmm"
GA FILE NO. FC 5106 GENERIC ; fE8 0 2019 - SUBJECT TO FIELD INSPECTION. APPROVED PLANSliY ° 'goo
FIRE SOUND i, SHALL NOT BE ALl L'RCG b"vI r1+JUT AUTHORIZAT (REVISED Z rpy111
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WOOD I-JOISTS, GYPSUM WALLBOARD, ;; � 3C�7Y OF ANACORl�S ( JRESILIENT CHANNELS ..,�;.I 1 - .._ i 0 u - _Base layer 1/2" type X gypsum wallboard applied at right angles to resilient channels Face Mount r'
16" o.c. with 1 1/4" Type S drywall screws 12" o.c. Resilient channels applied at right ' s2;oo
yp II Joist hanger 50 LB FELT OR SUITABLE BARRIER 11
Floor Joist Blocking per IRG 502.1 TO BE USED BETWEEN HANGER AND J 6 ° `_
angles to minmum 9 1/2" deep wood I-joists, with minimum 1 1/4" deep x 1 1/2" wide - (Seismic Design Categories D1 8 D2) AGQ-D 8 GA-8 TREATED SILLgpo zz
flan es and minimum 3/8" webs, 24" o.c. with 1 114" T pe W d all screws. Face layer BUJoist SILL SEALg�pflg y ryw : ` ,� g1/2" type X gypsum wallboard applied at right angles to channels with 1 5/8" Type S - - Blockin "` am.»drywall screws 12" o.c. Face layer end joints located midway between channels and11.10100/0611r ///rk0 -zw°
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attached to base layer with 1 1/2" Type G screws 12" o.c. Edge joints offset 24" from 1ST FLOOR FRAMING TO USE 0 r _ l
base layer edge joints . Wood I-joists supporting 5/8" oriented strand board applied at 101
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right angles to I-joists with 8d common nails 12" o.c. THIS DETAIL OR EQUIVILANT 4,0\
�� it OWNER APPROVAL
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STC and IIC tested both with and without vinyl floor covering and with 3 1/2" glass fiber 1 HR RATED FRAMING SYSTEM
Intermediate Nail BOise Rimboard ® Simpson Strong- , INITIAL:
insulation in joist spaces. Third layer of 1/2"or 5/8" type X gypsum wallboard Bearing to BGI®Joist with 8d Versa-Lam or Boise GLULAM Beam: rs11.e6 BEND TAB AND PAGE:
Approx. Ceiling YUTH ID�1
required to achieve 1 hour fire resistance rating when glass fiber insulation is MALL oft BEAM Nailing per local nail into each flange. Beam width shall exceed FASTENla S WHEN i -
used. Weight: 5 psf code provisions WEB STIFFENERS
Fire Test: NRCC A-4440.1 (Revised), 2x specified hanger nail length ARE NOT USED
6-24-97
Sound Test: NRCC B-3150.3, 6-30-00 CONTINUOUS BLOCKING iQ RIMBOARD Cc)
J015T TO BEAM TOP PLATE HANGER °FIIC & Test: 46 (50 vinyl floor covering)NRCC B-3150.3, 6-30-00; yn NOT TO SCALE i� / NOT TO SCALE NOT TO SCALEE) NOT TO SCALE
NRCC B-3150.6, 6-30-00
1