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REVISIONS BY
HOPLA, AT EACH 5TUV TO INSTALL 2"x4" 5RIDGIN6
TOP PLATE FOR 5EARINC7/ AT HORIZONTAL JOINTS IN Uplift Hardware/ConnOctor SOedule. The total uplift forces for each framing member are listed
2 PCs R5150 UPLIFT KALLS, INALL. 5HEATHIN6,
along with the appropriate hurricane clip or connection hardware. A continuous load path is provided
2 0" from the roof members to the wall members to the foundation. References may be made to structural
details that accompany the house plans. All connectors are South East Metals, phone 1-800-737-
/4Z 1,04&-- 13,rA Al S11A 4 to RIF 041,60 EXTERIOR YNIALL :20" 7327 (Unless noted otherwise).
S/Z e L A R(;eA '771A Al 7wr RA m e, FRAMIN(5
Table 2- Summa of u lift forces and re ulred connectors.
IZI Al 08 4FA UPLIFT HARDWARE CONNECTOR SCHEDULE,
5HEARAALL SHEATHIN6 "ILED TO MEMBER SUPPORT UPLIFT S.E.METALS FAST'N
L.L. 5TUD5 oN/ e>d C,0Mt',ON AIRE RAFTER TO 4'-0"SPAN DBL TOP PLATE 410 lbs (1)HC L 8-8d
lW7A- 4 S oo=API " Ar 0 3" O,C. EP(5E AND 6" O.C. FIELD, USE HIP/VALLEY/RIDGE 229 lbs 4-16d NAILS
TYPE, THICKNE55 AND NUMBER OF
Po4or rew, A znwlm na- LAYERS AS SPECIFIED ON FLOOR PLANS, RAFTER 4'TO 13'CLEAR SPAN DBL TOP PLATE 925 lbs (1')HDP2X OR(I)HOPT2 10-10d
HIP/VALLEY/RIDGE 372 1 bs (1)FAP 1 8
(< 14 A
R
2578 lbs (2)RTPGA836 14-16d IDGE HIP VA
LLEY POST------
INSTALL SAME NUMBER OF STRAPS AT ALL JOINTS IN KING POSTS TO PROVIDE A CONTUOUS LOAD PATH
QC
EXTERIOR JoNALL 54-4EATHIN�5 eil e>d
TO FOUNDATION, AT BASE OF KING POST,INSTALL(I)SGP-2 W/14-16d NAILS AND 1/7'x 51N/2""HILTI KWIK BOLT 11
COMMON ^IR.E NAILS a 5" OC, ED(5E S,E� METALS ---------
AND 6" OC, FIELD, HCPLR AT EACH TO FOUNDATION,
STUD TO 5OT PL, 14-16d
120 MIN, PORCH HEADER COLUMN 1805 lbs (2)RTPGA836
1/2" x 10" ANCHOR 5OLT 5 a 24* 0,0,
------o - -
oN/ 2"x2"xI/5" PLATE �\A5HER----
bor; pArio4
12"x16" (MIN,) THIC<ENEP INTERIOR ......
AT
T PL,
LATERAL SHEAR ANCHORS
5/8.� : 6� _- - C>
SLA5 ^1 2#5 UNDER HEA LL. I
rt k 4 L-A P tg.
REACTION ANCHOR AT 5/5" x 6" HILTI
ENO OF,EACH SHEAR- <^I< 5OLT 11 4P 32" +.JoA4_ ro j7-,,r:Pr
AALL 5156MENT. MT5275 ^1 2" VIA, IoNASHER, ------ W Uj
TYPICAL OR AS NOTED, Z
d7m,67Y10 NO. a C 04 L A A 7-1E EXTERIOR sHEATHING 0
I$ ^I FIRST EALLSTZ) Z
W,1<5 A-A::.T <,t AIA 14 G7A(:�q
f NAILED TO EXTERIOR W
COLLA/Z 7-X6 , INALL FRAMINle ^/ l6d
NAILS a 8" oz_ EACH SIDE.
A11 rY S TI SF
DBL TOP PLATE TO STUDS '(1)TPP4/6Q162-OC
EXTERIOR KALL
FRAMINC7 INTERIOR 5HEARWALL 2ND FLOOR STUDS TO IST FLOOR STUDS (1)RS1 50(0 37'OC 20-10d Q
low
C01VVZ-,41T10A1A1, FR,44111(1(�; e A',4A-1-rZ_R15 OVER CONCRETE 5LAE3 STUDS TO BOTTOM PLATE (I)HCPLR/LL 016-OC 8-8d
W F_
t-IX01it- T%L0615 09- TJrZ SOV-S-r To P&. �Tpf Ot ;1.4
(51DE VIEW) ATt------ 3:
CL z
a-USE 1/2"'x 19-ANCHOR BOLTS @ 16'OC w/2"x Z'x 1/8"PLATE WASHER.
USE 34'CDX PLYWOOD ROOF SHEATHING AND NAIL W/8d RING SHANK NAILS 6-OC EDGES 0
_j
AND 6"OCFIELD. DECREASE T04"OC OVER GABLE ENDS. 5
JQLnAjU-TOE NAIL ALL RAFTERS TO DOUBLE TOP PLATE w/2 PCs 12d NAILS EACH SIDE, THIS REQUIREMENT Q)
11157A Z Z 1141RRIeAIW� eZ 405��' IS IN ADDITION TO THE SPECIFIED HURRICANE CLIP/HARDWARE. Z
HIA�YP,ore/AZ F49///74 W C 0//4�re 71'q4 ---------- -------
P RA,4704:�A
5 C 11,4 E� 70 JA Cl<Z 4
11V 74CRS;rC 710# SWI. Use IrZ'CIX plywood shearwall sheathing(one side only)over SYP#2 studs(SPF#2
fo 0 0
6TA C K R.4 F 7E-A Y11lew 47-4eK R A F7rR K 4•0 OR 40AVS9 [acceptable at 2nd floor,401 plf rnax)and nail wl 8d cbmmon wire nails @ 3"o,c.,edges and 6'
0 o.c. field. Install SYP#2 blocking at all horizontal joints. WALL STUD SIZE, SPECIES AND O.C. SPACING
1 7 11 M
FOR /(P cL Insttall MTS278 anchor at each end of shearwall and use 1/7'x 10"'anchor Its w/ZW`xl/&* DESCRIPTION LUMBER Fb CfCdCrFb MALLOW 'WALL HT MWX GUIDE USE
_ . M I W mmmomm"�wommmamm"Mm
washer Q 18"o.c. At 2nd fl000r Install(2) TPG straps at each end of shearwali and TYPICAL WALLS
SPF#2 X6 750 1794 13567 in-lbs 9.0 ft 4360 in-Ib/If 37 16 in OC
70b�AIAII-4 A9 R S 150 straps Q 37 oc from noor to floor.
---------- ------- ------
SW2. Use 1/7'CDX plywood shearwall sheathing on outside and inside face of SYP#2 studd
and nail w/8d common wire nails Q X o.c. edges and 9'o.c, field. Install SYP#2 blocking at
all horizontal joints. Install ADS-7 anchor at each end of shearwall and use I/Zx 10"anchor
bob wl 74"x 1/8"wastw Q 112"o..c.
NUMBER OF FULL HT. STUDS EACH SIDE OF WINDOW/DOOR HEADERS
USE
DESCRIPTION LUMBER Fb CfCdFb MALLOW WIDTH WALL HT
Kw GUIDE EA SIDE •
UP TO 4'OPENING SPF#2 24 750 1560 11798 in-lbs 4.0 ft 9,0 ft 17438 1,5 2
UP_T0611OPENING____,, SPF#22X6 - 750 1 11798 in-lbs 6,0 ft 9.O ft 261571 23 2
11A Y2 D VIAq a :5 SC14hrD 414 4�
IhA /vs;r
U V
A'O
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UA C K IRA ic 4:/R:5 UPLIFT CONNECTORS AT EACH SIDE OF HEADERS
ROOF lioc HEADER TOP BOTTOM___ U.
NoTr d PENNY _DESCRIPTION UPLIFT SPACE WIDTH UPLIFT/SIDE SEMCO
UP TO YWIDE 925 lbs2.0 ft 3.0 ft -694lbs-(I)RS150 -(2)HCPLR
UP TO 6 WIDE 925 lbs 2.0 ft 5,0 ft 1157 lbs (2)RS1 50 (2)HCPLR
A I V11
UP TO 6 WIDE 925 lbs 2�O ft 6,0 I't 1388 lbs (2)R S 150 (3)HCPLR
/4 "Ir .
M11111wam. MAMMA* AT 111P AtVO AU4e"Y '2A1or7A-R5
NAILING:RS150 use 20-10d;HCPLR use 8-8d;SGP-2 use 14416d and 1/2x 5-1/2"Hilb Kwik Bolt 11 at Foundation;
MTS 78 use 2416d nails and 3/4"x 8"Hifti Kwik Bolt 11 at Foundation,
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DRAWN
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CHOCKED
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The Engineer certifies that these Wind Load Calculations have been reviewed and finds the wind
load values, connector specifications and material specifications shown hereon to be in SCALfiE
compliance with the SBCCI Standard building Code 1994, Chapter 16, Section 1506 for this
specific residential structure, Be advised that these codes preclude that all exterior window and 10
door openings are secured and protected for the duration of a wind storm condition, SP4D
Note: The Engineer does not certify, nor assume responsibility, for the structural credibility of any SHEET
pre-engineered and manufactured structural building components or roof/floor truss systems
including required connectors (factory or field installed)which are intrinsically associated parts of
the components or truss systems,
Ills
OF SHEETS
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NUOU5PROJECT ,
9605
12"44" CONCRETE ISSUE DAT
�MIL VAPOR 5ARR�ERr �° `SIN W/ 3 — DIA. ��
JULY 1 t �
.,
REVISIONS
OVER TREATED AND MIL "' BARRIER
COMPACTED ILL y. ��' TREATED
COMPACTED Y 1 bm
DRAWN BY:
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FOUNDATION DETAIL FOUNDATION DETAIL 3 FOUND AATION DETAIL CHECKED
BY:
All
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KING POST
v 2 x (9" COLLAR TIE TYF->�-
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K I N'r,-- POST 1-0
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INTERIOR 6�4E,4RUJALL
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3/4" PLYWOOD i
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2 2
INTERIOR ePEARWALL
AS FER 6HEET 5-1
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2) 5W I
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2
2
It
NAIL ALL 3/4" 5TURDI-FLOOR PLYWOOD 6UE3-FLOOR
SECOND FLOOR STRUCTURAL PLAN ROOF FRAMING PLAN
5�41EATHING W1 106 COMMON Lli NAIL6 O.C, z
EDGE5 AND ro" C.C. FIELD. INSTALL 6OLID E3LCC<INGp
-ALE 1/40 a
5CALE 1/4 1 -0 5C 11-0
BETWEEN FLOOR JOIST$ AT ALL BEARING WALL-6
AND 50EAR WALL5. TOE NAIL E3LOC<ING TO DOUBLE
TOP FLATE W/ 126 Nii Q
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LEGEND
7
INDICATE5 NO. OF FULL, �4T. 5TUD6 EACH 51DE
2�' x 0' 6) F NO,, 2 R,4PTER5 24!� O.G� 4 5TUD5 AT
OF OPENING. IN5TALL TLUO (2) 5TUD5 MINIMUM,
-Iry E3EARING-111-
2
5EMG0 MT5215 EACH ENE� OF
INDIC;ATIE5 )PC;.
2 2
(�2)
(X) 6HEARWALL 5W-I AT FIR,5T FLOOR. j
ew-1
Zi*
INDICATES 2PC. SEMCO fRTFGAa3& EAG�4 END
x
`X�
OF 6"EARWALL 6W-i FROM 6EGOND FLOOR TO
IFLOOR
INTERI ' f�, 5" A F-i% L
+
TYP,--
x COLLAR TIE �%,5 F E 5; 1- 3-1 SLU-2 &LU-2
5�4E4fiRWii 5W-2 AT F-IR6T FLOOR.
INDIGATE6 IFC. SEMCO 4D6-1 EAC�4 END OF
I N6 F 6 5T
POST -<NC-st P061 K,
KIN( Y, X 7
_3
INTERIOR 5HEE4RWALL W1
vt
1/2" CDX FLYWCOD 45 PER fy
DETAIL ON 5�4EET 5-1 (x) (y.
T 4G 1x4 2 x 10" RIDGE
3/4" PLYWOOD I i�
_j I J
654RINC-s W41,L
DE-C-XINIG (Ty L
I KING �05'r i Tr_
OPEN WE'E3 JGZT6 AT'24" 0�c. cp
a'-a" CEILING
fit
L__ 13
5HEARWALL 6HEATING NAILING AND ANCHORING
'13 6TUD5 41- OF54RII!i
1� q C)
tL - -
6W-1, U5F_ 1/211 CDX PLYWOOD 5PF
ARWALL 5�4E,4TING (ONE 51DE ONL`T�)
6EARING W' ji Lij cc cc
OVER 5'Y'Pi 5TUD5 ($FF w2 ACCEPTABLE AT 2NI--) FLOOR, 401 FLF t1_1AX)
Q
2 PC5. 1�3/4" x Ir
AND NAIL. W/ ad COMMON WIRE NAIL$ Q 3" O-C� EDGEro AND (oil O.C. FIELD� 0 00
T
E3EAM&. �-,46TEN LU/ 2 ROU�5 16d 0- K w , n
Lit
AT ALL PORIZONrAL JOIN're,
INSTALL 6YP 102 5LOCKINC
COMT"'10N NAIL5 Q 12 O�C.
IN5TALL MT5215 ANCHOR AT EACH ENE) OF 6HEAR.UALL AND USE 1/2"XIO"
EACH 511DE
j�j i 15u)- W-2
it
ANCHOR E3CLT6 U)/ 2"X2"X116` WA5HER Q la" O�C, AT 2ND FLOOR, iN6TALL
C
>:
(2) RTFGAa3& STRAP5 AT EAC" ENE) OF 5"E,4RW4LL AND R5150 5TF;.14F-13
K,�,N(S R05T,
,FEN
10 32" O�C, IzROM FLOOR TO FLCOFR�
-7
-------------
6W-2 L15E 1/2" CDX PLYWOOD 5�4E,4RW,4LL 5�4EATING ON OUT5i!DE. 4N
INTERI R 6 /ARW/4
7
2
51-1E T 6-1
2
EDGES AND (V O.C� FIELD. IN6TALL. 5YP 02 E3LOC<NG: AT ALL �40RIZCNTAL
INSIDE FACE OF 6Yf* #2 5TUD5 AND NAIL W1 ad COMMON WIRE NAIL6 Q 3" 0.c�
JOINT5. INSTALL Ar -1 ANC QR 5�4EARCZLL
ND OF 5HEARWALL AND U6E
,>5 HOR AT EACH Ej t
�4r -I
A 5�kE R E T 5
112"XIO" ANCHOR E30LT6 W1 2"X2"X1/a" W,46HER 12" O�C.
cYP NO� 2 J016TS AT 16" O.G,
2xro o 4 5TUD5 AT
BEARIW-3
CIA
u
PROJECT NO.
REMOVE EX15TING j I
0606
ROOF CON5TRUCTION
Issue DATE
I&W-1 5W-1
JULY 15, 1990
2
REVISIONS
5LU
BALLON FRAME W1 DRAWN' BY.
2 11X(o�l 5YP Ni 6) 12 O�G,
VMT �
CHE' CK56 eY:,
Fir
FLOOR FRAMING PLAN .
AC
ALr= 1/4 1
F,"
Li
FROJECT No.
jD606
ISSUE T
DA E
J?
S, 3
SHEET 9 OF 10'.
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IfIRONiNG DD. 3:
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BEDROOM
SECOND FLOOR ELECTRICAL PLAN
6CALE1/411 1116
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LIGHTING FIXTURE SCHEDULE
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9605
I 1 T
JULY` 15, 1
REVISIONS,
SCREENED PORCH
DRAWN BYt
DMT
1
CHECKED
BY:
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FIRST FLOOR ELECTRICAL PLAN
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