13-1085-016440-144't
• • • • r / • 11 / 11 It • • • �� • • IIn
I • •
GENERAL -
1. All poured in place concrete shall have It It t/ 111
compiusive suawth, of 3000 p.sio at 28 days.
All concrete work shall be in Ulanc_e with
For S=cund Concrete For lRuMma".
ACI 301, unless otherwise noted.
2. All work shall be *in with the Florida Btal, WTI,
Code 2010.,wind loads are *in with «!
It • /
3. No admi , P are permitted without winen approval.
4. Reinforcing steel is tobe new billet steel
to A.S.TI& A-615, grade 60 1 fidbdcated
in with the "Manual Of S=dard Practice o
the otherwise noted., andplared in
• • . / with the "Bufldina Code and Manuali
Standard . . P ✓ «. w
5. Minimum Cover. Footings • 111 1 Beams
Interior • : Exposed • unless
s
• r � s::} '. noted.
6. ji smcand steel ;M •iii
7. All connections tobe field or t • • welded i • . • •
the 6A suength of the members jowed.
8. All bolts shall be
9. Shop coat all sauctural sted with "769" Red
.
r11/ ..
10. All masonry walls shall be capped with an 8" x 12"
#3 ties at 12" in each comer, #3 ties at 48"
dwvhae,- provide #5 coma bars 30" each
way. Anchor columns to footinp and tie beams and tie
at comers • ' the ' i Provide •
type joint limmg in a ate
courses. Masonry 1 units wo • ■•t to rig t .
v . for Hollow Lead Bearing Concrete
Masonry Units,, ASTM C90. Mortar shall be type M.
Timber shall be . 2 Soudum, Pine. • ••wood roof
.
sheathing : • . • i/ 1 1/ 1/ :• rl r • . and
shall be fastened to supports with 8d ring shank nails
with a spacing of 6 inches on cen in
the field and • inches on center panel edges.
finteis checked . i r .c / •, / ., 1 1 tobe
integral with tie beams vhen the head of the opening is
• or ; • • •• the bottom • ■i tie beam. ' • d
2 - #5 bars where drops are 6" or more.
Minimum • .✓ r t • inches es .✓. t side. Minimum lintel
shall be 8" deep with 2 - #4 top and bottom, for spans
less than 0-0"; spans greater d= 61-0"t 12" deep
with. 1• • i1 . bottom.
1 M
8 "x8 "xY4 ` BOTT. PLATE
W/
NEW 2'x2'x12"
FOOTING W/
s • • 3 #5 E.W.
D-4 DETAIL (a-)-, NEW FOOTING
EXISTING
RIDGE
LINE OF, 4"
FINISHED WALL
W8x10
2 % "4 BOLTS
4 "x8 "xY4" PLATE-"
L WAKMM/ARINE•7
3x6 SISTERED TO
EXISTING RUDGE 0
EACH NEW DORMER
BOLT THRU W/ 5/8
BOLTS @ 16" O.C. STAGGER
TOP & BOTTOM.
RIDGE DETAIL 0),
Oi,'/44 14,
60ZT "�Tp�� k
MAKHROM
`.EM
1 '►'� ! ! 1
1/2-PLYWOOD
1.
NOTE:
FABRICATE CONNECTORS W/ 1/4"
ASTM A -36 STEEL PLATE.
WELD ALL CONNECTIONS W/ 1/4"
FILLET WELDS ALL AROUND.
"i
DOUBLE ' TO RIDGE CONNECTOR
1
�0GF
PSG
11�c
D -1 DORMER DETAIL gYPICAP
NU -VUE NVRT
RAFTER TIE W/
8 -16d NAILS
USP LS 258 HANGER
W/ 14 -10d NAIL
(TYP.) EACH RAFTER
NU -VUE NVUCB -2 UPLIFT
CONNECTOR W/2 -3/4" WEDGE
BOLTS INTO EXITING TIE BEAM
AT DOUBLE RAFTER
SHEATHING
• MAIN
USP RSPT 4 PLATE
TIE W/ 8 -8d NAILS
EACH STUD (TYP.)
Aft -WAIJ-j SECTION @ NEW DORMER
LIW 1'
'CITY 0'r- SOUTH WAX'6
Wei Me 80 51111 Doi M '511 ORA W-151`1111iillli � 51,651:10t
I
ROOF FRAMING PLAN
SCAM Y4"--I'—Q"
-N E MARCO}
A R C H .1 ..T: — E C T
••' V
ol
maa�y. • P „{�
` e
a
aU•1 m .
GERALD F. DE MARCO
RA 0008818
8925 S.W. 14M STREET - SLATE 108
MIAMI, FLORIDA 55176
505.255.2999 - 505.255.4499(FA4
•
•
i
f• e w .
.4
DATE: 09 -24 -13
DRAWN BY: ARB
REVISION BY_ DATE
JABY 10 -21 -13