9th Street 86 West STUDTABLE
ftW 8W*V lor Exterior Loal-ftaring Walls
%Irk GLOC400 amausisep
?X41 ISLOCKWA 0 4 groom —CAIng No.2
bal"ri.111412 xw , . . . . z 3yr No. I SYP
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C." I ADIDITIO114AL 2x4's Structural Notes
AT VINRnCAL F
TOP CHM
3)12d KALS IODARIP TWAIN 46'. 1 All laps in top plate shall be&minimum of 4'and nailed with 12- I od common toils
AT
TO FCO"AN -L-
2X4 IS j 3P 2 All shearwalls shall be nailed at 2-or 6**o.c as noted on all edges and 12"o c inletmediale Qmkl
T60 III&,, Ttv" TO TRU"
AICAA
8,10'or
6CAS
see
NOT PMSW with 9d commons(U 0 N Block all unsupported edges with 2x4 11alwisc blocking
Shisairwallsshall be 15/32"CDX or 7/16"OSH. MIOCKM
C460M Gr
-DAME IM TVILM I All gable ends shall be balloon framed or framed and braced per attached detail COUNG To%AWL Is TOP Karl -/164 Ciao
COW.211`41111 Ifto— #
�(I)ZK4 TOr MATE 4 Snap header studs to double plate withTPP6/4 at each end ofheader and nail with eighl(ll)-
UNWED LEINGM OF X4WM MAY Ito--2X4 STUDS 0 10d common nails(U0 N
2"
NW EXCEED 10 PERET.IF LOWTH DOES 40,Or-tmyqm�7� 5 Header studs and header cripples should be nailed together at 6"o c w/16d sla 9 goof
ggered Clip
GAMLE AMP M
VOCIED 10 FEEt'ADDITKKAL SCA13 unit to sboe plate with one(1)TPP6/4 clips and nail with eight(8)- I Oil common nails
1111111=011ED. (UON
6 All window and door componerns must withstand a 100 NIPH wind load
7, All connectors are SEMCO or eqtW(U 0,N),
8. Foundation design is based on a minimum wil bearing capacity of 2000 psf SEAICO TPP 4 32
PLATFORM FRAM[Wa GABLE ENE) DoueLsi- P�Ars
-L- &%a', SVP
9. Design wind loads are based on SOCCI Section 1605 with a wind speed of too mpl, 4
ALL HL4DERS TO BE(2)2X 10 NO.2 VA;065 6N I[ArNIIND, -NA ILAID e
ORNTM. I-STORYi (2)ZX12FEKST OW ALk svpftotrs w/941 com gd es.
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TYPICA1 F'0o7-1A1&- (2 GAALA04E
Jeffrey K. Hulsberg, P.E.
3015 Haftley Road, SuRe$0
Ja
_Cksonville FL 23357
M ommu r-14 owwl& 9 Ic)7 le� AS AVrEp Date:
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bal"ri.111412 xw , . . . . z 3yr No. I SYP
41 Fv.O`4 6AaLE 2x4 Offilifistarat CLr HWqM -T-27
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C." I ADIDITIO114AL 2x4's Structural Notes
AT VINRnCAL F
TOP CHM
3)12d KALS IODARIP TWAIN 46'. 1 All laps in top plate shall be&minimum of 4'and nailed with 12- I od common toils
AT
TO FCO"AN -L-
2X4 IS j 3P 2 All shearwalls shall be nailed at 2-or 6**o.c as noted on all edges and 12"o c inletmediale Qmkl
T60 III&,, Ttv" TO TRU"
AICAA
8,10'or
6CAS
see
NOT PMSW with 9d commons(U 0 N Block all unsupported edges with 2x4 11alwisc blocking
Shisairwallsshall be 15/32"CDX or 7/16"OSH. MIOCKM
C460M Gr
-DAME IM TVILM I All gable ends shall be balloon framed or framed and braced per attached detail COUNG To%AWL Is TOP Karl -/164 Ciao
COW.211`41111 Ifto— #
�(I)ZK4 TOr MATE 4 Snap header studs to double plate withTPP6/4 at each end ofheader and nail with eighl(ll)-
UNWED LEINGM OF X4WM MAY Ito--2X4 STUDS 0 10d common nails(U0 N
2"
NW EXCEED 10 PERET.IF LOWTH DOES 40,Or-tmyqm�7� 5 Header studs and header cripples should be nailed together at 6"o c w/16d sla 9 goof
ggered Clip
GAMLE AMP M
VOCIED 10 FEEt'ADDITKKAL SCA13 unit to sboe plate with one(1)TPP6/4 clips and nail with eight(8)- I Oil common nails
1111111=011ED. (UON
6 All window and door componerns must withstand a 100 NIPH wind load
7, All connectors are SEMCO or eqtW(U 0,N),
8. Foundation design is based on a minimum wil bearing capacity of 2000 psf SEAICO TPP 4 32
PLATFORM FRAM[Wa GABLE ENE) DoueLsi- P�Ars
-L- &%a', SVP
9. Design wind loads are based on SOCCI Section 1605 with a wind speed of too mpl, 4
ALL HL4DERS TO BE(2)2X 10 NO.2 VA;065 6N I[ArNIIND, -NA ILAID e
ORNTM. I-STORYi (2)ZX12FEKST OW ALk svpftotrs w/941 com gd es.
FLOOR AM(2)2XIO SECOND FLOOR
rTPP4 NO.2 OR BT SYP L-MM&y(U.O.N.) To P TIZU"Ef. W X4 'D.C. 0
Flare"Am 501011*".1 doft 13dP .0 NAI 6 com.
MV rEA IN 1�
14VItStICANt CLtPs- A5 MvrEA
ON ArT`411,01JIFO C#A4r
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AVPO'C'
TYPICAL. M601IDERL
STMo Islet, - uNtirss X�= SEMW T'PP+@ 5VO.C. DiETAts, OF TPP4 CLjb
or'lariLwistar Nitrate IA# Its (NA"
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IN ro gra. ANO 12 HOOK INJ`10-UAj I- 2 9 4 �my—p
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TREATED & COMPACTED FILL
+ (2) #5's CONT
c.�T, V-4" a"
--4 -Use '�-4111115ii 400if,
Lill Cater, THICKENED SLAB -17YPICAL DIMALILS FDIC
U51 3 it 5 CjT- OIL
TYPICA1 F'0o7-1A1&- (2 GAALA04E
Jeffrey K. Hulsberg, P.E.
3015 Haftley Road, SuRe$0
Ja
_Cksonville FL 23357
M ommu r-14 owwl& 9 Ic)7 le� AS AVrEp Date:
S
0
RevisiMf
I Draw By.-A
aria