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Marbaugh Architects A-3 18x24
CIBN LM=.-
FLOORS-
LIVE LOAD= 40psf
DEAD LOAD= 15psf z
(CARPET or WOOD)
DEAD LOAD= 20psf
(TILE)
DEFLECTION CRITERLk-
CARPET or WOOD= U480 LL
L/240 DL
FILE COPY FILE COPY TILE= L/600 LL
ROOF(TRUSSY 1-1360 DL <
LIVE LOAD= TIC 20psf >
BC 10psf
DURATION FACTOR: 1.25
DEAD LOAD= TIC 7psf LU
BC 5psf
ROOF(CONV.FRAMEY
RAFTER LOAD= 20psf LL 0
10psf DL
DURATION FACTOR: 1.25
CEILING LOAD= 20psf LL
E N T FR�'�C F 0 7'�r E FR 10psf DL c,_
BUILDING CODE:2001 FLORIDA BUILDING CO E
WIND DESIGN METHOD:ASCE 7-98
BASIC WIND SPEED: 120 mph
BUILDING CATEGORY:11
WIND IMPORTANCE FACTOR:1.00
WIND EXPOSURE:C z
DESIGN FOR OPEN STRUCTURE =
OVER FRAMING EX � ST � NG U 0
(OVER FRAME EXISTING ROOF AS F j
FRE Q U I RE D 2
0
1.00, 1"*-. P: Cq
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1-.1001 W
24" PONY WALL LU Iz
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AREA OF NEW CONSTRUCTION
FILE COPY
<1
X X 4) 2x4 E3UILT -UP
W POST
(2 ) 5IMF5ON L,5TA3ro
STRAPS OVER RIDGE
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AT EACH RAFTER C) (0
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FILE COPY X
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X WE5 MEM5Ef;R'
x 12 " GLU - LAM (EXISTING)
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NAIL w/
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(5)- 1(od GALV. COM
A
CI OF A71�-% APPROVED
LILD�%C- CITY
( 1) &IMP50N H3 Ui- ATLAN11c BEACH
BUILDING OFFICE
NOV 2 2004 z
AT EACH PONY WALL
NOV 0 004
STUD TOP AND 50TTOM,
BY: By: SIC
N A I L I N G SCHEDULE 0 U. N.
REVISED 11125102 0 DO NOT SCALE
FILE COPY CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 JALTER ATE NAILING 2 THIS DRAWING
EXTENDEDGAE3LE Lap in double plate 12 - 1 6d com In on 16 -0.131" x 3 114" gun nails 20 - 12d sinkers
8; o.c on :dges and 12" o.c. In the RELEASE DATE:
aid �ith d com In on. box, screw G" o.c. an edges and 12" O.C. In the 4-o.e. an edges and o.c* In the
SW -shearwall shank-or rin g a hank fi 0 Id-with 0.131* x 2 1 12. gun nails field with 0.099" x 2!'gun nai
3" o.c. on ;dges and.1,2b a'a. lnth a
field wit h d com In a ox, scr w 3' o.c. on edges and 12' o.c. In the 10-23-03
NAIL w/ SWO11 --shearwall a h a nk or ring shank field with 0.131" x 2 1/2' gun nails If\
S' o.c. on all supports with Ild 6' o.c. on all supports with 0.131" x 2
ENC &OPART. E NC. 1/2" or a am In on, ring shank or screw 1/2' am oath ri:d.orna.n'nuIar*honk,gu REVISION DATE:
(5)- 166 GALV. COM 7/1 G.,R of S heathing shank.4 iling within V nails, 4" a.;. 0 '1.g w'th in of
1 20 M P H ;ro-1-.64'.e."nad ridges roof edge
0 00
If- lod common in each end (22
Simpson LSTA30 I:let) :111111"Im 00-00-00
-F-Tn commons in each end (18 C-6
S im D s o n LSTA24 total)
10 10d com In ouin each-end
Sim pson HTS30 (20 tot I DRAWN BY:
13 10d com In ons in each end C=
Simpson M S TA 3 6 (26 total) Q.221
Sim pson S P H 4 12-- 10d x 1 112* nails DJM 11
Sim pson H 2.5 A 10 -Ad com m ons (Total)
(2) 10 - 10d x 141!" in=1; 10 - 10d
Simpson H16 x 1 2 in is CHECKED BY:
S im pson L T S 12 5 - I ad com In ons In rafter& plate* 5 - 10d x 1 112" nails In rafter plates
7 0.1480 x 1 112n nails In rafter S, JKH
Sim pson M T S 1 2 7 10d com In ons In rafter& plates p late a
Sim pson L T A 1 12 - 1_0 d x 1 112"
1 2s2 n P H D 8 24 1/4' x-3' SDS screws
22 - 10d com In ons
S MGT SHEET:
Sim pson HTT1 6 IS - IGd com m ons
Sim pson HTT22 32 16d sinkers