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GENERAL SCOPE 0 WORK INCLUDE: ,r ` Ain
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STERLY 10.0 FEET 1 OP LOT 15, ALL IN BLOCK 121 W Z
TOTAL REBUILD OF FIRE BURNT HOME & REAR GARAGE. n ~ Z N
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REAR POOL AND GAZABO FERE SAVED. GOR7IN6 TO THE PLAT OF "ATLANTIC BEACH", AS � ~' ' �� � � � PIE
COD S: RE OR17E17 I N PLAT BOOK 5, PAGE 6cl OF THE CURRENT N J o U
APPLICABLE OUNTYLOR117A J - N o
5th EDITION FLORIDA BUILDING CODE PUBLIC RECORDS OF 17UVAL G ,
5th EDITION FBC — ACCESSIBILITY ..' w U W ro d
.•A 1- °
5th EDITION FBC — EXISTING BUILDING
5th EDITION FLORIDA MECHANICAL CODE 5GALE: NOT TO 5GALE �+� Q m Q LL M U
2011 NATIONAL ELECTRIC CODE AND NFP 70 ■ U Q 0 0 0
5th EDITION FLORIDA PLUMBING CODE rim
5th EDITION FLORIDA GAS CODE 0 O W ^ o d
5th EDITION FLORIDA FIRE PREVENTION CODE wo � WZUI
5th EDITION, LIFE SAFETY CODE, NFPA 19, FLORIDA EDITION Za.
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C F.Nr=RAL NOTE5: +O �— ❑ _' id
TYPE OF CON STR',U CTI ON 004 — Z
TYPE VB I. ALL DIMEN51ON5 FROM EXI5TIN6 WALL5 ARE FAGE OF FIN15H AND ALL DIMEN51ON5 3
FROM NEW WALL5 ARE FAGE OF 5TUD OR MA5ONRY, UNLE55 OTHERWI5E NOTED. Z °
2. WHERE DEMOLITION OF GERTAIN IT EM5 LEAVE PENENTRATION5 IN 1 Z Y
SIGN L 0 A D S EX15TINO-TO-REMAIN FLOORS, WALL5,GEILIN6UC
5, ETG., PATGH SH PENETRATION5 A5 Z u U ° N ri
DEREQUIRED TO MEET ORIGINAL FIN15H AND,PROTECTION. n/ ° Q
so.00' _ _ _ —
3. ALL WOOD IN GONTAGT WITH GONGRETE OR MA50NRY SHALL BE PRE55M TREATED. W LLL Q O) -3
A. GRAVITY LOADS:
ROOF LOAD RAFTER LL = 20psf DL — 7psf 4
— 5'POOL SETBACK
LL Q
__. __.
C NG JST LL — 10 sf DL 5 sf
TOTAL OAD LL 30psf + DL 12 psf = 42psf ENSTM POOL I 5`I'M50L LEC EN17
FLOOR LOAD FLOOR TRUSS LL 40psf + DL 15psf = 55psf ::11 UElU❑
BALCONY LL 60psf + DL 15psf = 75psf „
O cL c
' PAvsts - BUILDING SECTION DE516NATION - SHEET WHERE SECTION IS FOUND ..L°; c° o_o
B. LATERAL LOADS: I a1 o t..
LONDEGIC o 'i;�.° of;000r�ncl
WIND LOAD = 130 MPH, EXPOSURE B, ENCLOSED '
I Pg-
ABM
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1 DETAIL DE516NATION - 5HEET WHERE DETAIL 15 FOUND ; o E.0 m 'S`� o oto
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CONSTRUCTION NOTE t0 CLX, WOQ age
AVERS( I I WALL SECTION OR ELEVATION DESIf NAT(ON - SHEET WERE ELEVATION IS FOUND o.`s o'W c o a
THE NEW SOUTHERN YELLOW PINE LUMBER r' sI �M -.t!-0''a
o°:E
o 0 o da c
USED. 16NATION - SEE FINISH SCHEDULE _ =o C° 0 o E'e o
DESIGN VALUES HAVE BEN '
101 ROOM DES F°W«ri:5, 8 t e CLIO
O I I O
I 10
p1r) ooi DOOR NUMBER DE516MTION - 5EE DOOR 5GHEDULE
S U ARE FOOTAGE CALCULATIONS: 5'
Q I 2STORY R251DENGE I 001 WINDOW NUMBER DE516NATION - SEE WINDOW SCHEDULE
W AM LOFT
I i
S CALCULATION 5 B� DATUM POINT FROM EXI5TIN6 FIN15H FLOOR LEVEL, UNLE55 OTHERW15E NOTED.
HEATED UNHEATED GOVERED
I �
2nd FLOOR Ig5q O O
3rd FLOOR 521 O O
N
TOTALS 4050 363 Iq5
N
' FRONT PORCH I C w I— ►�
I 25 BRL I SITE GALGULATION5 L 157 0RAA I I �tC--;5 : — U w I
T� C/) w I
HOUSE 1487 5F. w Z
PAS_ ' I 5ARA6E 363 5F.
r I FRONT PORCH I615 SF I c
COVER SHEET _
PAVERS 1176 5F/2= 588 SF. w (f) U
PAVERS
SITE PLAN O P-III W
50.00' TOTAL 2633 51== _ o m
40.a% 51TE GoVERAc-� �I � I QST FLOOR PLAN LLJ �
WIND PRESSURES ON WINDOWS, DOORS & SOFFITS (psf)
130 mph, Exposure C, ASCE 7-2010 FLOOR PLANz
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AREA of OPENING EDGE STRIP (5) INTERIOR ZONE (4) TENTH �..' TREET J
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POS. , NEG, -POS. NEG, —- - - - - - — p t� p p �I
0 TO 20 SF. 23.5 -31.4 23,5 -25,5 (!50' R�6HT OF Wr4Y) A2 TH I ISL FLOO I� I— LII
20,1 TO 50 SF. 22,5 -29,3 22,5 -24.5 Q �I
50,1 TO 100 SF,
21,1 -26,5 21,1 -23,1 ROOF �L�I�
100,1 TO 200 SF. 19.9 -24.5 19,9 -21.9
200,1 TO 500 SF. 18,9 -22,3 18,9 -20,9
Soffit Design Pressure
23,5 —31,4 2.3 23S - 20" A5 EXTERIOR ELEVATIONS
5,5
A4 EXTERIOR ELEVATIONS
BASE DESIGN PRESSURE 19.9 D GCpi =+018 l�l�l
SITE pL /�y��
11�— A5 STAIR SECTION 4 I7ETA I LS � m z
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LA6 SCREWS OR BOLTS MUST BE EMBEDDED INTO THE MAIN BUILDING FRAME _ —
MEMBER(THE LEDGER BEAM 15 THE SECONDARY MEMBER) A MINIMUM OF 4 TIME5 I 3" LONG TYP.
- � � � 2x8 P.T. 5YP. NO. 2 � ' v �
THE BOLT DIAMETER EXGLU5IVE OF THE TIP. FOR FULL LA6 BOLT/5GREH SHEAR - —' � FASCIA r 1 Q p
CAPACITY, THE BOLT MUST BE EMBEDDED INTO THE MAIN MEMBER 8 TIMES THE I Y2" X I Y2"XIb6A ANGLE. 4�-0� u
51MP50N H2.5 CLIP Q N W 'D
BOLT DIAMETER EXGLU51VE OF THE TIP. THEREFORE, 3Y2" THICK BLOCKING MAY ANGLE TO BE SAME MAX EACH J015T ' 'n
BE NEGE55ARY IN THE STUD 5PAGE FOR ADEQUATE LA6 5GREH ANGHORA6E OR DEPTH A5 J015T, TYP. w ❑ Z N
EMBEODMENT. 2-I/2" DIA. Z
4X5 MIN. BLOGKING, TYP. N
LU526 HANGER CARRIAGE BOLTS J 0
%e" BOLTS W/ MIN. a
2"X2"X3/(6" WASHERS, TYP. PT. 2X8 LEDGER 3-2x10 P.T. SYP. 0 ❑
N0.2 BEAM
_ J
NO
A5 RAIL Q J
N dNY R �ILINDETAIL 4DECKINC/BALGO0S�MED WALL ETILCU4RDRIL P05T GONNEGTION 3 PARTIAL CU RD ELE�4TION = I'LEDCER BEAM TO WOOD ER -O
I'-O 3/4 11-011 A5 3/4' = 1'-0" 3/4 u3/4' ❑ 0 - a
il
Cj
W0 ❑ Wrnd
❑w0 N � zN
L ❑z
IOIJad
li L I ,y > J
IY IY J
Z
0 3
7 U z ,°o 0 �
L � O ❑ <
W ❑
a o m
N
L Q
METAL ROOF PANELS OVER PEEL 4 5TIG
STAIR NOTES:
ON 3/e" A.P.A. OR TEGO RATED 5HEATHI
ON ROOF DECK WITH 5D NAIL5 ® 3' O.G. T METAL ROOF PANELS OVER PEEL STICK 2xb 5YP. NO2
ALL 5UPPORTED PANEL EDOE5 AND b" O.G. ON 5/8" A.P.A. OR TEGO RATED 5HEATHIN6 5TUD5 ® Ib" O.G. I. (20) EQUAL RISERS AT l-7/16" EA
IN FIELD. 12 ON ROOF DECK WITH 8D NAIL5 ® 3" O.G. T ' 2xb 5YP. NO2 PLATE (15) EQUAL TREAD5 AT 10-1/2" H/ I"
GENERAL CONTRACTOR TO PROVIDE FLORIDA ALL SUPPORTED PANEL E06E5 AND b" O.G. N051NG EA. (TOTAL TREAD DEPTH TO BE II MIN)
ON b IN FIELD. 3/4" 5TUROI-FLOOR 5UBFLOOR PLYHO. °
PRODUCT APPROVAL INFORMATION y 2. TREADS 5HALL BE 2x12'5 6LUED and
5HIN6LE5,FLA5HIN6 AND VAPOR BARRIER. SHEATHING. GLUE AND FASTEN TO HOOD
TRU55E5 H! IOd COMMON HIRE NAILS ® NAILED (RIPPED DOWN A5 REQUIRED) °�-ter ®E
INSTALL PER CODE AND MANUF. 5PEG5. 4'-0" O.G. EDGES AND b" O.G. FIELD. o, o a$°c.-
r
LEVEL 2 FIN FLR 12 3. R15ER5 5HALL BE Ix5'5 GLUED and l" 3:1.,
`=
ocE._m �oc��°o 0
P�'q°-0$�61. c,2 tri
NAILED (RIPPED DOWN AS REQUIRED) o "�g p °8.
I I'-6 314" AFF 6 � u W-Oa I°at g'.'eA a°O
\/
I -EN61N1=ERED FLOOR 4. LANDINGS SHALL BE CONSTRUCTED OF MIN. T- - °°
TRU55 (SEE 5TRUGTURAL) 2X5'5 ® I6" OG and DECKED W/3/4" "6 c a a ; ter'-r:y c N.o
PLYWOOD 6LUED and 5GREYED ° °° - ` _n"
LEVEL I BRG ° o ° - °
LEVEL 2 BR6 °a; �3 C- v E��"o
5. 5TRIN6ER5 5HALL BE 2x12'5 EQUALLY °a 0 g o= E L El!
of
' 3 4" AFF 10'-O" AFF 5PAGED (TYP) am--=a°�°-e a�V..
20-b /
R-30 FIBER6LA55 FLOOR BM. PER R-la FI13ER6LA55
EXP05ED 2xb RAFTER INSULATION EXP05ED 2xb RAFTER TRU55 MANUF. INSULATION
TAILS 5EE DET 2/A4 TAIL5 5EE DET 2/A4
1/2" GYP. BD. GLC. FIBERGEMENT LAP SIDING a I/2" GYP. BD. GLC. EVA'S ROOM GL05ET MASTER
BEDROOM
OVER APPROVED HOU5EHRAP
2-2xb TOP PLATE IN5TALLED PER MANUF WRITTEN 2-2xb TOP PLATE
(RE: 5TRUGTURAL) 5PEGIFIGATIONS (RE: 5TRUGTURAL)
i
i
(3)2x10 5YP. NO.2 HEADER BM. LEVEL 2 FIN FLR
- — (2) 3/41 PLYHO
11'-8 3/4" AFF x — — PRE-EfICANEERED N
2X .1015T
FLOO11 71155 Z
FIBERGEMENT LAP SIDING " GYP. BD. HINOOH UNIT �
- = W OVER APPROVED HOUSEAP , � i �-
WR �- — — — — — — — — �
INSTALLED PER MANUF KITTEN I
5 R-14 FIBERCLA55 BATT LL Z W
5PECIFIGATION � W
INSULATION PER 2-2xb 5YP. NO2 SILL �--
BUILDER'S SPEC.
(� _
GYP. BD. i LLJ (f) U
WD. SHEATHING 5UB5TRATE OVER R-IcI FIBER6LA55 BATT Q
i
11 1
2x STUDS (RE: STRUCTURAL) 2x BOT. PLATE (RE: CD m
IN5ULATION PER i
BUILDER'S 5PEG. �� — - Z
5TRUGTURAL) r1/32' A.P.A. RATED 5HEATHIN6 WITH -�
3/4" PLYWOOD SUB-FLOOR 50 NAIL5 ® 4" O.G. AT ALL ED6E5 P.T. 2xb STUD PLATE
AND b" O.G. IN FIELD. (TYP. U.N.O.) ON SILL SEALER HAND RAIL 2X TREAD Cfl
LEVEL 2 FIN FLR 5HEATHIN6 5HOULD BE ORIENTED (FORE6ROUND) i i i MATERIAL _ w
PERPENDICULAR TO 5TUD5. ml z m Z
II'-6 3/4" AFF j 3/4" PLYWOOD SUB-FLOOR � �
3/4 RISER � Q
i i MATERIAL -' _1
PRE-ENGINEERED FLOOR F.F.E. = O'-O" —
G (3) 2X12
� ~
TRU55 (5EE 5TRUGTURAL) 0)
- - - - --- W_ �k 5TRIN6ER5 Q
LEVEL I BRC
AFF - - - 1/2" COX PLYWD. SOFFIT
2-2xb 5YP. N0.2 SHEATHING FA5TEN H/5d GHN
TOP PLATE ® b" O.G. E06E AND FIELD. (2) 2X4 TOP
2x8 P.T. 5YP. NO2 5OLI1? PLATES Q
R-161 FIBERGLA55 BATT BLOGKIN6 H/3 PG5. 12d TOE C�
INSULATION PER NAILS EA. SIDE INTO PLATE Y2' 6W5
BUILDER'S 5PEG. FIN15H GRADE
Lj 2X4 STUDS ®I6"
2'-0' 1/2" 6HB 5" GMU WITH 145 VERTICAL AT O.G.
45" O.G. AND AT EACH CORNERul
2xb 5TUO5 ® Ib O.G. _ _ _ _ _ _ _ _ _
(TYPICAL) ALL CELLS FILLED
}m z
Q 3
12"x24" GONT. GONG. FOOTING
W/ 3-#5'S CONT. F.F.E. = O'-O'
O W w
NAL SeGTION 7 STAIR, SECTION a a a
� LL S�GTIO
_ I '-O"
Ln
w
w
2
N
standard 24x36
13'-3 SWI (2) 2x6-1 / 2 HEADER/BEAM CALL-OUT
3'-0x NUMBER OF KING STUDS EACH SIDE OF OPENING
Ib'-0" L NUMBER OF JACK STUDS EACH SIDE OF OPENING
PAVER-5 SIZE OF HEADER MATERIAL
NUMBER OF PLIES IN HEADER
! 24'' 4" X12" d. FT6. w/3# 5 % ALL EXTERI❑R HEADERS C3)2x10-1/3 UNLESS NOTED OTHERWISE
EA. Y-TYPIGAL. ALL `�.
- - INTERIOR HEADERS (2>2x6-1/1 UNLESS NOTED OTHERWISE
PROPERLY RATED OPEN WEB TRUSS HEADER MAY BE USED M
„ IN LIEU ❑F SPECIFIED HEADER
4 G MIL V1 E SLAB w/ I.T x1.4 H.H.M. ; 12"xl2" GMU PIER w/2 # 5 WOOD DEGK � ANY HEADER MAY BE REPLACED WITH ONE ❑F GREATER DEPTH
ON b MIL VISQUEEN ON TREATED m / VERTIGAL DOWELS OVER II
GLEAN COMPACTED FILL (FIBERME5H j m i 3b"x 3b" XI2" d. FTG, w/ - \
15 APPROVED OPTION) - -- - _ f 4# 5 EA. WAY-TYPICAL. 3 BENCH
/ IF 1/2' ALLTHREAD RODS ARE USED AS
_ _ �_'= SHOWN, THEN ALL SIMPSON SPH4'S @
T❑P & BOTT❑M PLATES ALONG WITH
a� ! 5AWCUT JOINT PT bxb W/ 6ARASE (3) 2x1❑-6x6 ALL
LEANCHOR BOLTS
SRMAY
SHEARW OMITTED,
ABUbb BA5E
9'-0" GL6.
TYPICAL _ 3"x3"x1/8" WASHER & NUT
_ ® 2ND FLOOR >
HEIGHT
l (3) 2x1❑-6x6tuL I -
k I
;�J
3%3"x1/8" WASHER & NUT
f 0 2ND FLOOR SILL >
X ,
t0 P0ftrwH 1/2 ALLTHREAD RODS
�� o INSTALLED @ EA END OF EA
i I
I I , 2 10 ® b
SHEARWALL, EA CORNER &
(u 6' o/c IN ALL EXTERI❑R
cn
WALLS (4' o/c IN INTERI❑R
IMBED I PG. 51MP50N 5TH014 Q ROOF BEARING WALLS)
STRAP, EA.SIDE OF OPENING 2i
ci m
1 " x 24" w/3 # 5 GON . '-
-- - - - - - - - - - - - in
1 (3) 2x12-2/3 ® 1ST 1FLOOR WASHER> HEIGHT
U <
swI r4WLn
! -- CNW5/8-1/2
O
n W N
SWI TRANSITI❑N COUPLER &i. I- Z
O � - � - - - - - - - � � (3) 2x12-2/3 N
SHOT PINS @ 24' o/c w OR m E
m 16d CASE HARDS @ 18 o/c. J 0
U
- - - - - -- - X _ _ � SWI SIMPSON 2-PART NN p
- 'AT' EPDXY J LL _ a
- -- - - - - - - - - - _ _ - I" 0
X �� 5/8' ALLTHREAD ROD w/ U W 0' N d
" - - - - - (3) 2x12-2/3 10' EMBEDMENT INTO r1 @)
_cN- � L Q
FOOTING• MINIMUM 1-3/4 1 m Q -i m S
EDGE DISTANCE. Q N m U
�1 a
I FOOTING PER � p w ' o i
W °' d
F_ 7G FOUNDATI❑N PLAN w O J W
v C� Z Z
o - 0
_ 3 THREADED ROD
I— o _ = d
SCALE 1/2' = 1'-0' a-
N , J
® LL J
X Z 3
® o N
X (4) 8d COMMON 0 KING Z O N N
x ro STUD-TO-HEADER, EACH 0 ❑
N - _ (u - END AND EACH PLY. Z U �D o
_ �, Li ❑ N LI
a D: O Q
� x
z -- - -- -- N TOP OF HEADERS TO BE Q w
U! v FLUSH w/ BOTTOM OF TOP > Q J Q
� - - - -- -- - - Z L+- Q
# I #2 SPF 2x4 CRIPPLE STUDS
ALL HEADERS TO
N m _ _ � ® 16" o/c BENEATH HEADER
m I � -- BE 2ply 2x6 w/
d W `� (1) JACK & (2)
N --- -�-- - - - m KINGS U.N.O. ON A.P.A. OR TECO RATED
ry -- -- - -- 3 j STRUCTURAL SHEATHING w/� (1) ROW OF o or o p
Sd NAILS 0 3 o/c. AT TOP "r; a c o o_-0.0
t0
! ---_-_--- - C14 (INTO >'S) AND BOTTOM o
a --- --- - - x (INTO HEADER). o ao E`t=" ;�v!!
X = o " vo v•-
Q Q -
1/2- ALLTHREAD ROD ADJ. ; o c E•_ r°0000
A
--- - - TO KING STUDS EACH SIDE a=4, p Q o c E f 0"�.nv o
DOUBLE J015T -- _ OF OPENING > 6 -0 a v a dP v
m m
a� co v vo 0
`.
•, w olnx2so op Eo
# - JACK AND KING STUDS, o.c4 v aO o c-y`o n°
_
STRUCTURAL PLAN. �t cv o a o
«oeWfoo..t•-c oa
DOUBLE JOIST QUANTITY PER CALLOUT ON o$_ o oaa �i a3-�°,° °u
ojoox'o '=c c ��o
oE�Qo°
IL I
- - FASTEN ADJACENT KINGS I-`°--w=32 `or av v
L - - - -
= PT. 2xb - ---- -- AND JACKS W/ (2) ROWS
I
x; G-I _-- t_ _ N OF 1 O 0 8 o/c.
I
_ Lu
O O -
_ -- - = z _ J. FOOTING (SEE TY OPENINGS GREATER THAN 6'
'- I.. - O -- - (+) FOUNDATION ..
2 I _, DETAILS)
' � USE 1/2"0 OR 3/8 0
------- cu N ANCHORS AT 48" o/c. OR
N Q N x 1/4-0 TAPCONS AT 32" 0/c.
-- ---- r1
-- -- ! m N TYPICAL OPENING
I I = FRAMING
L � __1
! _ N
N -- -- - - 3 - --r SCALE: 1/2"=1'-0" z N
- C D LiJ E—
I � � � j (� U W J
- :_- - ---- I---- u LiJ Z LLJ
DOUBLE J015T = N
1> IMF _
cXrL
V I A.P.A. OR TECO FRAM NG PETR SHEARED WALL TABLETHING NED TO C �� U
- Q
— —� PT. 2X8 SOI-ID! , x HEADER KING STUDS MAY I L--LJ = Q
1-6 LlJ
THE ENDS OF SHEARWALLS
BLOGKIN6 W/ SERVE AS DBL STUDS AT O
z x - - - I - 12d EA.51DE _ CD M
= _ TOENAILED INTb MID—PANEL BLOCKING �@ —�
N — �j(L� -- ry 4' o/c VERTICALLY _� U
ml
�—� w MM� �O
DOUBLE STUDS END Z W � Z
OF SHEAR WALLS
_ -- I I I I Q
#2 SPF 2x4 STUDS @ 16'
N Q Ul —I
O/ANU•N.D,I ON STRUCTURAL
12"xl2" GMU PIER w/ 2 # 5 � I � I � ry
N HOLD DOWNS PER TABLE
CN _
-- - - - x w
I � Q
3b"x 3b" XI2" d. FTG. w/4# 5� N (� �O n
O
EA. WAY IYPIGAL.
FOOTING (SEE TYP FOUNDATION DETAILS)
i
--— — — — — — _12_" x_24_"
SHEATHING INTO #2 SPF FRAMING
NAIL THROUGH A.P.A. OR TECO RATED
LL TABLE. ALL
12" X 24" w1_3_# 5 CONT. M SHEATHING TOPER SHEAR BE PERPENDICULAR TO
FRAMING MEMBERS & ALL PANEL N
iD
EDGES ARE TO BE BLOCKED. m Z
W o
- -� —,— � — - - x O Z 3 [0
x SHEAR WALL CONNECTIONS
p PT. 2xb I b OG. p
Q I I 8d COMMON HOLD DOWN @ ENDS IN POST @ O p W
J -7 0 � # NAIL SPACING ADDITION TO TYP• WALL ENDS O
I "xlb" GMU PIER w/4 5Lu cv GG�/ID POR�i x SECTION
N EDGE FIELD
t- N
,� (2) SPH4/6/8 W/ 1/2'0a a aI AL OWE 5 0 R 07x10' EMBED EPDXIED"X " XI " d. T6. ►�/4# 5 " SWI 4 B ALL THREAD& 3x3x1/8' 2ply
— - WASHER WITHIN 3' OF SYP
Y- IGAIr. STUDS/SPH4/6/8•
(3) PT. 2 10
(2) SPH4/6/8 W/ 1/2'0
C3) 2x1❑-6x6 (3) 2x1❑-6x6 ❑ x 10' EMBED EPDXIED 3 I
W 3 8 ALL THREAD & 3x3x1/8' SYP
WASHER VITHIN 3. OF
STUDS/SPH4/6/8•
J (1) SIMPSON HTT22 TO
<1) 5/8'x10' EMBED �—
ry W3 3 8 EPDXIED ALLTHREAD pty
13 0 13-0 2-0 — ROD w/ MIN 3' EDGE SYP
DISTANCE
F
W
o ! SHEAR WALL ASSEMBLY DETAIL i
POU�II� TION PLAN TYP'I GAL STRUCTURAL PLAN SCALE: NTS O
I'-I J 10'-I" L - J
5GALE: 1/4" = I'-0" SCALE: 1/4" = I'-0"
standard 24x36
Omni
TOP PLATE MAY BE NOTCHEDwSPH4/6/8 PLATE
TO ALLOW PORCH BEAM TO CONNECTORS NOT REQ'D IF
BE LET IN TO WALL --- - APA/TECO RATED SHEATHING
PROVIDED THAT (1) 2x4 #2 IS NAILED INT❑ TOP >
PORCH BEAM MAY BE \ \� SPF POST IS ADDED TO EACH ASSEMBLY & HEADER W/ (1)
NOTCHED AROUND TOP SIDE OF PORCH BEAM TO ROW OF 3'o/c 8d NAIL.
SUPPORT TOP >. IN
PLATE PROVIDED THE ADDITI❑N, C1) 1/2.0 N N
TOTAL DEPTH / THE / \ ALLTHREAD ROD SHOULD BE
STANDING SEAM METAL ROOF OVER BEAM IS > 9-1/4' / \ INSTALLED TO EACH SIDE OF 7/16' A,P.A, RATED SHEATHING
" A.P.A. OR TECO RATED UNLESS NOTED j' PORCH BEAM AND (1) MSTA24 W/ 8d NAILS AT 3'/8'o/c,
SHEATHING ON ROOF DECK OTHERWISE SHOULD BE ATTACHED TO (1)
WITH 8D NAILS ® 3" O.C. ( SIDE OF H
CENTERED ONT HP JOINT. PANEL BLOCKING @
AT ALL SUPPORTED PANEL N N 4' o/c VERTICALLY
EDGES AND 6" O.C. IN FIELD.
PORCH BEAM L2x4 #2 SYP TOP > NAIL POST TO PORCH i ,
wSHEATHING NEED ONLY COVER
HEADER W/ (1) ROW LOWER > OF TOP > ASSEMBLY
OF .131x3' NAILS @ 2' ILI
❑/C, A) > ARE PROPERLY
WD. TRUSSES hil-
NAILED TOGETHER rn n m
(1) 1/2'0 ALLTHREAD ROD B) TRUSS CLIPS/STRAPS YJ
® 24" o.c. SEE DETAIL A/B FOR STUD ARE ATTACH TO BOTH U Q o
ADJACENT T❑ STUD POST IF SIZE/SPACING REQUIREMENTS,
PORCH BEAM IS >�S � ■ Q N W N
CONVENTIONAL LUMBER (2x8, JACKS / KINGS PER
SIMPSON H2.5 12 2x10, 2x12, ETC), (1) 1/2'0 STRUC PLAN w Z Z N
PL TO EA. TRUSS ALLTHREAD ROD ADJACENT TO Q N
6 EACH SIDE OF POST IF m L
PORCH BEAM IS ENGINEERED STUD POST - iply 2x4 #2 SPF 1/2'0 ALLTHREAD J 0
LUMBER (LSL, LVL, PSL, P❑ST PER PLY OF PORCH BEAM RODS (2' MAX. FROM J u
ETC.) F❑R CONVENTIONAL LUMBER, 2ply JACK/STUDS) 1 p o
i 2x4 #2 SPF POST PER PLY OF FINISH �1 - Ln 0
PORCH BEAM FOR ENGINEERED GRADE w v W 0 Nd
' Eq
3"x3"x1/s" WASHER & NUT LUMBER, f
� R-34 INSUL. m J S
MTL DFIP EDGE X U [9 o � d' U
26 GA. PORCH BEAM TO STUD TYPICAL_ GARAGE DOOR (i,j o0WWWd
1/2 G, W. B. 5/8 G, W. B. WALL_ DETAIL OPENING DETAIL " SW - G " [9z N JZ �
SCALEi 1/2' = 1'-0' SCALES 1/2' = 1'-0" rn O - a d
PT. 2x 6 LONG EXPOSED UJ >
RAFTE -TAIL TO EA. TRUSS — Z -
R-19 INSUL. I 3
1 X6 CL. CEDAR w/ T&G V-JT. Z o
IIEn
Z 7 U Z ° ❑ 11
1X8 CEDAR w/ 3"0 VENTS II 6 O N n
2X6 ® 16' o.c. W Q 13 a
_ QN
4 LLQ
SHAKESIDING OVER 15# FELT II #2 SYP 2x8 RIDGE
HEADER PER
1 X32"A.P.A. RATED ii #2 SYP 2x6 RAFTERS @ 24' STRUCTURAL PLAN
SHEATHING WOOD BASE o/c w/ (4) .131'x3' NAILS TO c ■ a
WITH 8D NAILS ® 4" O.C. RIDGE �� o■ r "..tea
AT ALL EDGES AND L2 s o-oo
" I D. TYP. U.N.O. „ Cl) H2.5 @ EA RAFTER T❑ TOP > c l o a�c;c 3F
6 O.0 IN FEL ( ) ■E��._t. c
SHEATHING SHOULD BE 3/4 PLYWOOD C1) SIMPSON MSTA24 @ EA E� =E "3 9�.0t o_
HEADER T❑ PORCH POST v >'3 E--8le oFJ
FLOOR otl a e TQ� -
ORIENTED PERPENDICULAR -� „�.�" r L us—
#2 o
TO STUDS. SYP 2x6 CEILING JOISTS a FIE t� o W
a c ac o
w/ (3) .131'x3' NAILS @ EA « ao so,W"0 0-o c 2
-- . . . 8.
END TO RAFTER e", o w'_I o o S.Q 8"o'er v
18" FLOOR TRUSSES@ 24" o/c �d SLOPED #2 SYP 2x4 TOP > ����w�a3�`of■�av 8r
" c- ooactc o ;
#2 SYP PT 6x6 POST
�� II (SEE TRUSS LAYOUT)
TYP #2 SYP 2x4 TOP >
WRAP POST PER
li
1/2" G, W. B. 5/8" G, W 8d1 NAILS @ATED 4' o/c ING ON HPANEL/ ARCHITECTURAL PLANS
EDGES & 8' o/c IN FIELD.
R-19 INSUL
2X6 ® 16' o.c. #2 SPF 2x4 STUDS @16'
o/c w/ (1) H2.5 @ TOP & SIMPSON ABU66 @
BTM OF EA STUD TO > OR BASE OF POST
RAFTER
1-Y32"A.P.A. RATED
SHEATHING SYP 2x6 RAFTER FOUNDATION R
UN ATION
BENEATH DORMER WALLS PLAN z N
WITH 8D NAILS ® 4" O.C. BE
AT ALL EDGES AND
6. O.C. IN O
FIELD. TYP. U.N. . (/) �-, LJ
( ) Ij C2) MST12 s @ DOUBLE Z LL
SHEATHING SHOULD BE -
ORIENTED PERPENDICULAR Q RAFTER TO TOP >
TO STVDS. F �
Q C/�
Li
"x10'! EMBED EPDXIED II TYP 6 x 6 POST DETAIL W = U
ALLTHf EAD RODS ® 6' o/c SCALE 1/2" = l'-0" 0 Q! LiJ
w/ ElfHER SHOT PINS ® 24" = O
o/c 0 16d CASE HARDS
LiJ F=
z m
II z
Q
FINISH FLOOR OVER DORMER DETAIL_
P.T. 2X6 STUD PLATE 3/4" STURDY FLOOR PLYWD. ��—
ON SILL SEALER FLOORING SCALE: 1/2" = V-0"
Q
VERT. ';REINF.
0
5'S CSS 32" O.C. ---
I
FIN GRADE
WIND PRESSURES ON WINDOWS, DOORS & SOFFITS (psf)
130 mph, Exposure B, ASCE 7-2010
AREA of OPENING EDGE STRIP (5) INTERIOR ZONE (4)
P❑S, NEG, P❑S, NEG, }
m Z
0 TO 20 SF. 18,3 -24 18.3 -19,8
12 x 4 w/ 3 # 5 CO 2&l T❑ 50 SF. 17.5 -22. 17.5 -19.1 p m Q
j 13 W
501 TO 100 SF. 16.4 -20.6 16.4 -18.0 p
i
100.1 TO 200 SF, 15,5 -19.1 15,5 -171
200.1 TO 500 SF, 14.7 -17,4 14,7 -16.3 a a a
TYP . WALL SECTION Soffit Design Pressure 18.3 -24. 18,3 -19.8
SCALE: 1 /2" = 1 '-0'
BASE DESIGN PRESSURE 15.50 _ GCpi =+0.18
i
F
w
w
N
standard 24x36
FASTENER SCHEDULE 2304.9.1 WOOD FR ME C❑NSTRUCTI❑N
[c,m] L
CODE COMPLIANT WINDW INSTALLATI❑N METHOD (FBC-R703.8)
(, WEATHER RESITIVE BARRIER (W B) APPLIED PRIOR TO THE WINDOW INSTALLATION. ^ WOOD TRUSSES / RAFTERS.
N N E CTI UN �, STE'i N vOCA 1O N
�3� 8d COMMON FLASHING APPLIED THE FACE OF THE MOUNTING FLANGE. (TRUSS LOCATION AND1 JOIST TO SILL OR ORDER3 .131"x3" NAILS TOENAIL STEPS SECTION A
ORIENTATION MAY DIFFER) v
(3 " 14 GAGE STAPLES S WATER ATTHESHEDDING FASHION, THROUGH WINDOW JAMB v
2 8d COMMON THE WALL
L THE BASE W
THE WALL L VQBHNG TOWARD!
l\
2 BRIDGING TO JOIST 2� .131"x3" NAILS TOENAIL EACH END THE TOP, INSTALL THE VRH
2 14 GAGE STAPLES SHEATHING.
of THE
®SEALANT BEAD
GTHE FACE
1"x6" SUBFLOOR TO EA APPLY SILL FLASHING(4or6') BEHIND MOWNTING SHEATH EXTERIOR PORTION OF CHIMNEY
3 (2) 8d COMMON FACE NAIL FLANGE
JOIST AT BACK v°Fn-WW SEALANT 7H 16"ISEXPOSED APA RATED SHEATHING w
4 WIDER THAN 1"xl6" FLANGE TO HEAD 16 BOrH / (MIN) /
(3) 8d COMMON FACE NAIL JAMBS. APPLY A SEAL THE WINDOW FRAME TO OPENDIG 131"x3" NAILS AT 4"o/c EDGE AND
SUBFLOOR TO EA JOIST DISCONTINUOUS BEAD TO APPLY A MOM. D TG THE BACKSIDE
5 2 SUBFLOOR TO JOIST DO 2ON FLANGE LEAVING UNTERIOR> THE WINDOW FLANGE, IN LINE -- 8"o/c IN THE FIELD (TYP.)
" OR GIRDER (2) 16d COMMON BLIND OR FACE NAIL WITH ANY PRE-PUNCHED HOLES OR SLOTS. --�
16d ® 16" O/C ®SET WINDOW USING PAN HEAD
SCREWS TO FACILITATE FLASHING CE
SOLE > TO JOIST OR
6 131"x3" NAILS ® 3" o1c TYPICAL FACE NAIL n+sPEcnmN LASHING SEALANT HEAD BETWEEN
BLOCKING 3" 14 GAGE STAPLES ® 12 O/c ®APPLY JAMB FLASHING SLY T, SEAL TO THE MOUNTING FLANGES AT FLASHING AND MOUNTING FLANGE. STUD SPECIES & SIZE PER ATTACH STUDS TO WALL BELOW w/
AND SI
THE TOP HE
APPLY BEAD OF SEALANT AD) DES (JAMBS) OF WIDOW. MAX WALL HEIGHT CHART
SOLE > TO JOIST OR 16d ® 16" o/c ® ENDED FLASHING IMI SEALANT AND FASTEN (1) MSTA18 ® EA SIDE OF EA STUD.
BLOCKING ® BRACED .131"x3" NAILS ® 3" o1c BRACED WALL PANELS AT HEAD IN PLACE. (FLASHING GOES OVER SEALANT)
WALL PANEL , 3" 14 GAGE STAPLES ® 12 o/c
APPLY HEAD FLASHING
5�14
16d COMMON REMOWE PREVIauLY APPLIED
TAPEALLOWING VRB TO LAY
7 TOP > TO STUD 131"x3" NAILS END NAIL FLAT OVER HEAD FLASMNG3 GAGE STAPLES APPLY DIANEWGONAL SHEATHING- TAPE SECURE WRB
OVER DIAGONAL CUT - SEE , STUD
4) 8d COMMON DIAGRAK 'oi AT HEAD ATTACH ROOF SHEATHING EXTEND CORNER POSTS AND
8 STUD TO SOLE ''> 4 .131"x3" NAILS TOE NAIL '� TO LEDGER w/ .131"x3" WALL FRAMING THROUGH ROOF
(3 14 GAGE STAPLES ', %` NAILS ® 4" o/c. DIAPHRAGM AS SHOWN. ATTACH
V14.
16d COMMON Dom. > CORNER POSTS TO TOP > OF
131 x3 NAILS END NAIL WALLS BELOW w/ (2) HTS20'S OR
3 GAGE STAPLES =- FLASHING AT HEAD EXTENDS r (2) MSTA24-S (TYP)
�� / / � BEYOND JAMB FLASHING.
16d ® 24" o/c
"
" 1
9 DOUBLE STUD 131 x3 NAILS ® 8 o/c FACE NAIL ® 2 SYP 2x6 LEDGER ® ROOF
3" 14 GAGE STAPLES ® 8" a/c O I HEAD FLASHING
SEALANT . I EMBED BOTTOM OF THE HEAD DIAPHRAM HEIGHT, ATTACH TO ■
FLASHING AGAINST THE PREV
16d ® 16" o/c (FLASHING
' i� I APPLIED SEALANT LASHING GOES WALL FRAMING w/ (4) .131"x3" U
10 DOUBLE TOP >`s .131"x3" NAILS ® 12" O/c TYPICAL FACE NAIL ® �% I OVER SEALANT). EXTEND HEAD <
3" 14 GAGE STAPLES ® 12" o/c I FLASHING BEYOND EACH JAMB NAILS PER STUD.
Qo
/ - FLASHING FASTEN IN PLACE,
8) 16d COMMON �! I I < W iin
o
DOUBLE TOP >'s �12) .131"x3" NAILS LAP SPLICE �� I A I X N
(12 3 14 GAGE STAPLES
N
N 8d COMMON ® -- I ' CHIMNEY CONNECTION DETAIL - TOP VIEW Q a, � °z Q r4
BLOCKING BETWEEN 3
11 JOIST OR RAFTERS TO 3 131"x3" NAILS TOENAIL EXTEND JAMB FLASHING FLASHING.
TOP > 3 14 GAGE STAPLES OVERLAP SILL INGUETUCK AP I �TO ODOM � 0
OF JAMB FLASHING UNDER THE FLAP I i'
8d ® 6" O/C OF WRB AT THE HEAD. SEE DIAGRAM. Q 1�� 1 SEALANT j 0
12 RIM JOIST TO TO > " .131"x3" NAILS ® 6" o/c TOENAIL �I I a U
3 14 GAGE STAPLES ® 6 o c SILL HING ® J W W in
- too
5�1-4
in
16d COMMON w SHIN AND ADJUST INDOW TO ACHIEVE SQUARETOP >'s, LAPS & w v DEED W 13 Nd
13 131"x3 NAILS FACE NAIL PLUMB, AND LEVEL ITIST u I COLS PER LINTERSECTIONS 3 GAGE STAPLES ®� ! RESISTANT FAS FASTEN WINDOWS PER L M r _j M
O I WINDOW MANwFAc SPECIFICATIONS. r
14 CONTINUOUS HEADER,
o+ v. m S
TWO PIECES 16d COMMON ® 16" o/c ALONG EDGES +�� WEATHER RESISTANT_ U E7 0 3 1 U
�3� 8d COMMON BARRIER -WRB AT A 45 DEGREE ANGLE, EFULLY CUT THE15 CEILING JOISTS TO > 5 131"x3" NAILS TOENAIL 0 W
HARRIER ON A DIAGONAL NTLY RAISE THE � ' t I Ll w
� V
5 " 14 GAGE STAPLES TOP EDGE OF THE BARRIER AND TAPE THE W
CONTINUOUS HEAD R TO TOP CORNERS AND CENTER THE EXTERMR
16 (4) 8d COMMON TOENAIL WRB SURFACE ABOVE. W z N J Z E
STUD ' INTERI❑R VIEW rnz
3 16d COMMON MIN TOP LEFT CORNER OF WINDOW 0 > CL
17 CEILING JOISTS, NAPS O(4) .131"x3" NAILS FACE NAIL _ t.1, _
OVER PARTITIONS 4 3 14 GAGE STAPLES w� LL >
T z 3
CEILING JOISTS'TO (3) 16d COMMON MIN (n�o i
1$ (4) 131"x3" NAILS FACE NAIL o w In
O
PARALLEL RAFTERS 4 " 14 GAGE STAPLES �=o NOTES: z 0
3 8d COMMON he
Q(n N fc 1. flashing to be flexible self-adhesive type(min.4"wide) Z Z D ri
3 131"x3" NAILS TOENAIL sill pan flashing
19 RAFTER TO > nt
3 M
3 .3 .1 GAGE STAPLES 2. cover sill to at least depth of window,plus 2"onto face of wrb. 60 N
� � Q
sloped su ace W
1" DIAGONAL BRACE TO 8d COMMON (option I) Q20 �22�
131 x3 NAILS FACE NAIL 3. the pan shall direct water to the exterior over sill flashing
4 r4
EACH STUD &' > 2 14 GAGE STAPLES 4
sill plate 4. install flashing around remaining window unit
IJi Q
21 1"x8" SHEATHING TO (2) 8d COMMON FACE NAIL
EACH BEARING ALL 5. weather resistive barrier to form water shedding laps
WIDER 8-
22 S EATHINGAT01"ACH (3) 8d COMMON FACE NAIL
see note#2 N� SILL PAN FLASHING
BEARING WALL weather resistive
231BUILT-UPCORNER 16d COMMON 24 a/c barrier NTS (optional)
"
131"x3" NAILS 16" O/c wall sheathing O 2
3 14 GAGE STAPLES 16" O/c
STUDS —=.2L o
BUILT-UP GIRDER & 20d COMMON ® 32" O/C FACE NAIL ® TOP & '
24 .131"x3" NAILS ® 24" O/c BOTTOM STAGGERED ON Prepared byBDAF First Coast Chapter 9-17-201 a °° 1 c
o L-2
BEAMS o�sa« mE;mo'oL�c
3 14 GAGE STAPLES 0 24 o/c OPPOSITE SIDES
a��zc`o�°c-o µ'av°
( FACE NAIL ® ENDS & ® c��� 2; ��w;; $o
2) 20d COMMON ��W �1; �"��,�
(33 .131"x3 NAILS ; o c°�«°E_°L§ °w
3 3")14 GAGE STAPLES EACH SPLICE e °
o v2 a �•a r29 o
2" PLANKS 16d COMMON ® EACH BEARING t Ww a�a� co o`c e o a E
25 Op=0..
-0° x To .L vcc
c a o °,,,y-c o°
3 10d COMMON
26 COLLAR TIE TO RAFTER 4� .131"x3" NAILS FACE NAIL a �;�� c o a�c Gzg
o g
4 14 GAGE STAPLES 7 1:5
$ O°L Y;Eros
°
c °�-
5 7 GO "05 E•aA OIL+
V!�14-
10d COMMON
27 JACK RAFTER Tb HIP 131"x3" NAILS TOENAIL
(4) GAGE STAPLES
51-4
) 16d COMMON
131"x3" NAILS FACE NAIL
3 GAGE STAPLES
�14
16d COMMON FLASHING DETAI ,S and SHINGLE INFORMATION
28ROOF RAFTER 2x .131"x3" NAILS TOENAIL
RIDGE BEA (3) GAGE STAPLES
TAMK❑ 3-TAB SHINGLES
2) 16d COMMON
3� 131"x3" NAILS FACE NAIL UL CLASS A FIRE RATING, UL 79) or ASTM E 108
(3 " 14 GAGE STAPLES
V��14-
UL WIND ASTM D 3161, TYPE I
16d COMMON C
29 JOIST TO BAND JOIST 131"x3" NAILS FACE NAIL RESISTANCEi (MODI-IED T❑ 11OMPH)
5) GAGE STAPLES 26 GA. GALVANIZED 'Z' N
5�1-4
16d COMMON 4 - 11 0 12 GAUGE NAILS 1 FLASHING (WHERE EXTERIOR
30 LEDGER STRIP131"x3" NAILS FACE NAIL FASTENINGS —1/4 ION- w 3/8 DIA. HEAD BUILDING PANELS J❑IN4) GAGE STAPLES HORIZ❑NTALY)
WO STRUCTURAL - 1/2" & LESS 6d[cfl] (�
C� U W �
31 PANELS & .113"x2-3/8"[n]
w
PARTICLEBOARD[b] 1-3/4"x16 GAGE[o]
�
15/32"<19/32" Sd COMMON ROOF B
[q] IN 110-140 mph E P � ~
6" o/c EDGES & 26 GA. GALVANIZED
19/32"<3/4" 8d[d] or 6d[e] INTERMEDIATE. 4" o c AT 12 X 5 ANGLE FLASHING
U7 Q
113"x2-3/8"[p] IN /
SEE (WHERE CHIMNEYS AND 0 W
2" 16 GAG [p] COMPONENT & CLADDING FIBERGLASS SHINGLES ELEV. WALLS MEET ROOF) = O m
8d[c] ENDZONES. ON 15# FELT OR PEEL
7/8"<1" & STICK OVER
1-1 8"<1-1 4" 1Od[d] or 8d[s] SHEATHING w/ 1/2'
CLIPS U
INGLE FLOOR (combinatio 3/4" OR LESS 6d[s] L —�
ubfloor - underlayment t 7/8"<1" " 8d[e] FASCIA (PER WALL PRE-ENGINEERED TRUSSES @ 24' L1J �—
framin 1-1/8 <1-1/4 10d[d] or 8d[s] A SECTION) 26 GA. O.C. OR RAFTERS (PER WALL
PANEL SIDING' TO 1 2�� & LESS 6d[f] GALVANIZED 2 1/2' SECTION) z IS z
32 FRAMING 5/8 8d[f] METAL DRIP EDGE 1-30 INSULATION Q
1/2" 11 GAGE ROOFING NAIL[h] SOFFIT or CEILING BOARD
33
FIBERBOARD SHEATHING 6d COMMON NAIL or 5/8' SHEETR❑CK
(PER WALL
16 GAGE STAPLE[i] SECTION) DOUBLE 2x TOP PLATE W/ Q
25/32-111 GAGE ROOFING NAIL[h] APPROV. HURRICANE ANCHOR AT
8d COMMON NAIL ENDS OF EACH TRUSS
16 GAGE STAPLE[t]
1/4- 4d[A
34 INTERIOR PANELING 3/8" 8d[k]
NOTES TO TABLE 2304-9. 1 2
d Common or box nails are permitted to be used except where otherwise stated. 3/4'
Nails spaced at 6" on center at edges, 12" at intermediate supports except 6" at
117 N•\•
b supports where sl'ans are 48" or more. For nailing of wood structural panel and cu
particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall 1 3/8' or
sheathing are pqrmitted to be common box or casing. W 5/8'
C Common or deformed shank. '-
w m O
d Common 5' Q o 3 3 to
e Deformed shank
f Corrosion-resistat siding or casing nail. 26 GA. GALVANIZED 26 GA. GALVANIZED 5 32 GA. GALVANIZED 0 m Q >
Fasteners spaced i 3 on center at exterior edges and 6 on center at intermediate 2-1/2' METAL DRIP X 5 ANGLE FLASHING 'Z' FLASHING O w
g supports. EDGE (NOT TO SCALE) (NOT TO SCALE) O
hCorrosion-resista t roofing nails with 7 16 diameter head and 1 1/2" length for 1/2" A B C <1 <1 a
sheathing and 1 /4" length for 25/32" sheathing.
orrosion-resis a t stapes with nominal / crown an ength TOr
j sheathing and 1 1/2" length for 25/32" sheathing. Panel supports at 16 (20" if
strep th axis is io the long direction of the panel, unless otherwise marked). PIPE BOOT 24' WIDE FLASHING
J Casing or finish 6nilq spaced 6" on panel edges, 12" at intermediate supports. GALVANIZED MET L @ ALL VALLEYS
Panel supports a 24-'. Casing or finish nails spaced 6 on panel edges, 12 at
k intermediate sup orts. FLANGE
For roof sheathing apps., 8d nails are the min required for wood structural panels.
M Staples shall haie a minimum crown width of 7/16"
For roof sheathing applications, fasteners spaced 4 on center at edges, 8 at
n
intermediate supports.
Fasteners spaced 4 on center at edges 8 at inter. supports for subfloor and wall w
sheathing and 3" on center at edges, 6 at intermediate supports for roof sheathing. PLUMBING STACK FLASHING DETAIL VALLEY FLASHING DETAIL
O I M
P Fasteners spaced' 4 inches on center at edges, 8 inches at intermediate. (NOT T❑ SCALE) (NOT T❑ SCALE) w
[n
ALL VALUES ARE MINIMUM LISTED VALUES PER 5th EDITION FBC TABLE 2304.9.1
standard 24x35
I
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2-TUBE FLUOR. 2-TUBE FLUOR.
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