Plans 337 Plaza (vault) se.L
KAKOK TO 0OUOI4 W &AfO TOP PIAT$ f0 600 6TU0 TO 611.1, PWO KAff6K t0 K1060 86AM
KAff�K b I If MfbR. GI.I P NA I I.I N6 IIf6K. G{.I P VAGI N6 NA II•I o *fbR. GI.1 P 6PAG I N6 NAI W N6 WK. GSI f NAI l4%
��0 4 NO: -IN- K60'0 4 N0. 0610
10-109
2X6 RAff$R 6EMGO 1-HGPt•K/I.l• 4-80 5tiMG0 {-fPP4 32 8-80 6#MGO I-trill 32 8-80 66MOO tMUOR7 7-100
COMMON 5-100 C? gg
-- C
b
2X8 KAffEK SWO 2-HGP1•R/1.1� 4-8D 6EMG0 I-fPP4 32 110-109 OMGO I-fPP4 32 10-100 66MCO fMUOR7 I0-109- 100 m
COMMON 6-100 :. ern
2X8 NIP 6011160
' HOPt2 10-10 5EMG0 3-fPP4 NA {0-80 6�IG0 3-fPPt NA 10-80 5tiMG0 HJG28 7-100
2X10 NIP �
�# 16-160
2-2X8 VALLEY 5tMG0 6KH210 10-100
2X8 VALLEY 2-HGPLK/{.L 4-100 6EMG0 3-frPt NA 10-80 6 3-fPP4 NA 10-a0 66MG0 6K11210-2 14-160 —
2X10 VALWEY
Tj Z — I I 7/8 2 - FIGP>rtz 4-t o v 6 Fm.co I --TIP r4- 16 (p-lop o /- TPP+ l r 40D
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�XisTW6 C�1:s�p�NCL= 2-RfP6A836t #INIMUM UPI-Iff GAPAWY-3800 Mt.
RAFTER, STUD, AND PLATE CONNECTIONS
CONVENTIONAL FRAMING SGA{.E� Nf5
SPACING
STOP 6116 5PEG1E13 4 GRADE MAXIMUM
-I NOW PI.Alf HE{6Hf5
"
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_ 2X4 16'.
E + 5flt 1/+2 8 f0 91
GYP OPENIN6 SIZE NO.4fitlo RAD OPIGNIN6 ADA -Of- PK6SSUKf-P6f- PKfOUXt46f-
110 MPH
+1/+2 9' f0 13'
O fO 31-05 2-2X6 *2 5YP 0 f0 10 32.2 42.0
a 16 mf 6Y9 t0 13'
2X6
02, '1/02 3'-{' t0 5'-0' 2-2X6' +2 5YP I 0 fD 20 30.5 40.0
* f_ i,ld GYP
16' +2 +i/+2 l:f' f0 17' 5'-1' t0 8'-0` 2-2X41 •2 5YP 20 t0 50 28.4 37
5YP
16' " +1!•2 17t0 20, +2 5YP 50 f0 100 27.3 36
.
61-11 f0 10 -0 2-2XII
tPy^
x;fH16`fAw APP I":fD Gmfmo IIIfH MOAN Kopf H616Hf5 DESIGN WIND PRESSURES
was fm 25 folf AND VINO mr,096 of 110 MPH DR LESS. HEADER SCHEDULE
3 OOOK61 MIN0016) MUWIONS SGALEe NPS
EXTERIOR STUD SIZE AND SPACING "' Nfs bA5E0 ON 6ASIG VELOGIfY Of 100 OR 110 MPHR
WAM6 fOK OAAKI N6 /Aw OMINH MAW 00 fK%
• - , W$G I f 10 eflol KN I Si
SGALf Nf5 MINIMUM
I NO. SOPON I N66 I II TH 2W S
AbOV` MUSE 66 MIN 2-2X{2
S- 3
r3 E N E R AL NOTES 017. VAW6Y AND HIP KAKOKS SHAW 06 2' DOOM THAN JACK KAMM.
(0651(FN GKIT6KIA 016. COLLAR O6AM5 ol,x6'• SHALL Of INSTALLED IN fNf UPPOK fHIKP Of fW KAK K H61611T
'01. KOOf L-14 LOAD - CA51C LOAD POE 5OG fAOW6 1604.6 . . . . . . . . . . 20 P5f TOR EVfKY fHiK4 IUtffR UNLESS NOM OfFi6RWi56.
fWOK 1,1 V6 - 500 TAOI6 1604. 1 40 P5f 019. KAfff KS SHAD, 66 NA 1160 TO TOP PIATf6 W I fH-3-60 NA 115 1 N APO I f I ON fO UPL I ff GA PS.
ZO2. WIND LOAD - OA51 G WINO Pf516N VOWOG I f Y POR ASGt 7-73. 110 MPH 020. GO 111 N6 JO I STS SHALL Of NA MED f0 TOP PLATO WITH 5-69 COMMON NA IW.
103. 6016M I C LOAD - PEAK VfWG I TY-KELATfV AGGOLOKAf I ON f AV SOG f 16. 1607.1.5A .05 6 021. PROMPT 5EMG0 K6150 AT 32'00 AT AL1 OXfOK 10K WALLS ANO I NfOK I OK DOAK I N& MALL OEfl$%K m
"NRAI, K600IK6M614T5 MST ANO 566ON0 SfOKY. PROVIDE fAP18f SHEAR CLIPS AT 16' OG AT AW o
EXfOKIOR KIM J015f5 AND INffK10K SOARIN6 NAM 6E00ON fIRSf ANO SOGONP f PK. x
61. fKAMINb GONOIfIM NOT SPEGIfIGAILY SHOWN SHAW 6E fKAWP 61MILAK f0 PKOVIP6 MIN II' END 015TANGf•WI111 11-100 NAIL-6 IN K6f150 SfKAPPIN&.
MA 11,6 SHOWN fOK fMO K65P56GfIV6 MATOKIA1,6.
62. ALL GONSfKUGf ION SHALL GONfOKM f0 fHf- 1994 5MOM 60100 N& GOOF ANO ALL m
AMIGAOIO WGAL OKPIHANG65.
jolt. 60{I19{Nb fOUN0ATiONS AKf 0651WOO fOK AN A55UMf9 AWOWAOLf OEARIN& PRESSURE
63. flif GONfKACfOK SHAH V6KI f ALL 01 MONS I DNS COME SfARf I N& WPM. fW GON KAGfOK SHAW K6f6P VAW$ Of 2000 POUNDS P6R 6WARf f V.
TO AKGHIf%GfUKAI OKAWIN&S fOK "Olt 6WO6) DEPRESSED 51465) CUK65) WALKS
"M ORA i N5� ROOT 51,OP65� &UTTERS, VOWS) MO LACE OPEN I Nb (,OCAS I DNS �• 1W OU 1 0.01 Nb 51 T6 SHAW 0661X l MO Of AW Vf&OTAt I ON AND f OP501 I TOR A D I SfANGb .
Of fIVO ffff OfYONO fHO SU11.01N& I,IMITO. fHO OXIOfIN& MOO SHAW ft
44. 5011 INVO5TI&AfIDNS 61VIN6 SUOSUKfAGf ONO ITIONO 15 NOT AVA11,014. fW fOUNPATIDNS GOMPAMP f0 95Z Of fM0 MAXIMUM PONSIfY 00160INO4 OY ASTM 9-1557 AT A WV
MAYO O66N 06616NOD ASSUM I N& AN ALWOWA016 O6AK I N6 PR655UR6 Of 2000 P5f. Of 16' OOWW "0 COMPACTION SURfAGf. OAMf`I W MUST 06 PI,AGOP IN C YTS NOT
fO OXGOOP 6 GOMPAGff4 TO 90X Of fMO MAXIMUM OONS1fY Dff$KMINOO 6Y ASTM 0-1557.
WOOD fKAMIN&
11. AL1 HOK I ZONE& LOAD GAKKY I N& SAWN WM66K W11106R5 SHAW O6 NO. 2 &KA06 SOUTHOKN YO W01 P I N6
W2. AW HORIZONTAL WAO GAKRYIN& LAMINATED VONOOK LUMOOK SHAH PKOVIOf fHO fX1,4WIN& PKOPfKfIfSi (pl. AW fOUNPAf100 ANO f1CST fWOK GONGKOTO SHALL O6 MIN. 3000 P61 AT 26 PAYS ANO
f6 2500 PSI fV - 265 PSI W I V A 3' TO 5' SW W.
fG PAK . 2900 PSI ft PW - 880 POI MOO 9IASf1GITY • 2000000 PSI 02. G=Off WORK ft" O6 6XOGUTOP IN AGWKPANG6 WITH fHO IAf65f AMfKIGAN GONGKfff
WS. AW V6Kf I CAI, LOAD GARKY I Nb GAIN WYO6K MENDERS OK STUDS 6HA14, 66 50UTH91i Ybl,LtlW PING -
IN5flfUff 6UIWIN& GOOK AGI 318) IAf65T 001f ION.
- AW MOOS - OK 6PRUCO/P1N61fIK - MINIMUM ♦2 GRAPO. CV4. 600 AKGHITOGTUKAI ANO MOGHANIGAL. PLANS fOK VOKIfIGAT ION Of ALL PWO55IONS) '
K4. AW WOOD fKAMOP CONSTRUCTION SHALL GONfOK11 fO fHO ROOUIROMONTS Of GHAPffK 25 Of fHf OPfNl*S) ANO G#Sf-IN-PI.AGO AGGOSSOKIfS.
1994 OTANOAK0 OU I W I N& 6006. ALI NA 11,1 Nb SHAW GONfOKM TO TH6 COW I KOMONf 5 Of TA014 2306.1. }, JM I TO GONG I f I ONS SHAW 46 WK I f I OP OY f H6 GONf KAGfPK PC I OK fO MOR I GAf I ON
ICS. SHOAK WAW WAfHIN& SHAW Of MINIMUM APA KAM 7/16' ORIENfOO STRAND OOARO -050• Of MAf6KIAL6.
OK APA KAf6P 15/32' G-OX PIYWOOO. PKOVIO0 :1/4' TO APA PIYW00P fOK 2N4 fWOK SHOMIN&. INfORGEMONT
1 KOOf SHOAfHIN& SHAD, Of MINIMUM APA KAM 15/32' G-OX PIYW004 OK ROOF CAM 066 . -
16. POUOLE W I STS SHAW 6f FEW POP UNPOK AL1, UPPER LOVf1 PAKT 1 f I ONO PARA4W TO fWOK K�iy• ACI. R61 NfOKGfM6Nf SHAW l► GONfOKM f 0 ASTM Ably 6RAOf 40 OK 6RA4f 60.
J015f 5. r,e- 1f I0f 0 I I K6 fA6K I G SHAW CONfOKM f 0 Am 185.
W7. WW$ MUIf I&$ JO I Off OGGUK f H6K6 SHAW 46 A STUD fOK TACH WMOR Of fHO 66AM. . KO I WORG I N& 6001, SHALL. 00 Of516Nf0i 00011,O01 M K I GAM AND PWIGOO IN
Ifi POU" JOISTS MAYO OOUOLO 6TU96 UNPfK THEM. AGGOKOANG6 11TH fHb W OOf AGI 'MANUAL• Of STANOAKO PKAGTIGO fOK OffA{IIN&
18. tL,OOR JOISTS SHAW HAVE K100% SPAGOP Al' 6'-D' MAXIMUM OR A5 NOTOO ON PLANS. KE1NfORGE4 CONCRETE STRUGTUROS`) AG{ 315.
Z*. WKNSC OAR KSI NfOKG I N6 SNAIL, O6 1,1509 AT AIL• COMORO AND 11,10066f IONS.
W9. fWSH t AM I N& SHAD, HAVE MOM JO I Of MAN64 CO. JO I ST HANWO AND OfW wTAI CONN6GTOKS jrl IAP AU, 01 WOKG 1 N6 A MINIMUM Of 24' AND 1OWf0 W I K6 MK I G A MINIMUM Of 8'
SHALL 6E SIMPSON] 614G0) H W06 TWO OK I:OUAI. 1%. M Wq Of OXfiKIOK fUKNfO POWN 6I465 SHAW Of OOTOKMIN64 IN fW f16IO
WIO. ALL, 1000 MOMOOK5 OR 5111, PIAff5 IN CONTACT WITH GONGCOT6 OK GMU SHA14, Of MOSS= fKOAT60. WITH A MINIMUM TOTAL POM Of 20' AND SHAH 60 A MINIMUM Of 12' 601,01 &KAP0.
MASONKY
WI 1. 64014 ON05 SHALT. Of OAWOON fKAMOO UNLW5 SPOG I At, OKAG I N& 15 PKOV I OO9 f9K 60-11,11465. M I. GOKW% MASONKY UNITS SHAW GONfOKM f0 ASTM 690-75, TYPO 1; bU90 N-1)
WITH A MINIMUM GOMPROSSIVO SfKEN6fH Of 2000 PSI - f'M ■ 1350 PSI.
W12. WINPOWS) MUIIIDNS) AND 000K5 SHAW O6 G6RTIf100 f0 11fHSTANO PKfS6UKf6 6ASOP ON I10 MPH WIND M2. MOKTAK SHAH GONfOKM TO ASfM G270 ANO 60 Of fYPO M OR S.
VELOC I T IES A5 GAWULAf OO OY 1994 66G. Off Of fA l l 4i M. N0. 6- 3 . M3. HORIZON% MA69NKY JOINT KO I WPKGEMENf SHAH, Of f KU55-f YPO WITH 6' IAP �91
113. KOOf AND fW01 SHEATH I N& SHAL-1, 66 NA 11,60 W 1 fH 60 NA I L5 AT 6' OG Af AW, SUPPOKf f0 00405-8- I Nf�M6P I ATO• Af ALL, SPI I GO5 AND PIAGOV AT EVERY Of HOK 6WGK GOUK56) MAX. 16' OG.
_ PKOVIPO PLYWOOD GAPS AT UN5UPPOKT60 60665. -=
Wil. M I N I MUM TOP PL,AfE TO 5f UPS AND MOO TO S 114, PLATE GONNfGf I ON SHAH Of, SOMGO f PP4 AT 32'OG �
fOK AU, I Nf 6K I OK AND f Xf 6K I OK COAK i N& WAWLS ANO "ARWAWS.
115. 566 POTA11, 2, M. NO. 5-3 ME 5TUP 517'f AND SPAGIN& fOK EXf6KIUK WA115.
W16. DEPTH Of KIP&O DOAK06 SHAW NOf Of 1.055 THAN ft DEPTH Of fHO KAffOK GUT.
RODE tRU5565 OR RAftER6 tOF' PLAtE t0 NEAOER
JAMB t0 TOP PLATESEI�G� TPP4 r—yfOP PWO t0 NEAOER
6EMG0 tPP4 � e I6 OG � StiMGO tPP4 i
WITH 6 - 80 NAII6 OViER N+EAOER OK 6EMGO tPP6
WITH 6 - 60 NAII5 ��
�' NEAOER NtiAOER
A
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b
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G!N{N!'sGtOR6
2-6E�IIGO RTPbAb 16
2
WITH b 160 NAILS
3-GONtINUO06 / RIM J015T OR 66AM
h , ' HEADER STUDS 5TU05
FULL LENbtN 2_POR SPANS t0 6 fT
11YALl StUO � 3 fOR 6PAN6 TO 9 ft
PLAT06 *TYP* 50MG0 PGP6A44 OR
I - 2X4. fOR SPANS t0 6 ft 6EMG0 PGPbA66
3- 2X4 FOR SPANS t0 9 ft
3-160 TOENA11.5 ypA 4X4 OK 6X6 POST
x = 5tiYG0 Z-160 tOENA 1 L6 StPP4 1/2` VIA A AbX 10'
T-_— 6EMG0 A6P44 OR
' ' .
GR I PPLE 6tU05e 16' OR tPP6 OR {/2 0 I A N I Lt I 6EMG0 AOP66
2-160 TOENA I L6 6 6' KW 1 K 80LT WITH
` MIN 3 1/2' E146E0
wN L 112-1 VIA AbX 10`
R OL OW NSOK 1/2' VIA HILT
r 6tiMGD 'fPP4 �!, ,!
WITH 8 .-- 69 NAIL-6 KW I K OOLt WITH
, M I N 3 1/21 EMOEO
tt
k EXTERIOR WALE: POST STRAPPING POST STRAPPING
£,SGAIti� {/2' = 1 '-0'
4
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