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SQUARE CUT FASCIA.
HEEL HOT ■ r X 4" (STD)
1.0..
5.5
HURRIC.&NZ METAL STRAP
ANCHOR EACH TRUSS (sr ELOR)
SECTION - "A"
CO I
SECTION - "B"
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JOSE L GUZWN,•p -e.
SHOP DRAWING REVIEW
NO EXCEPTIOT4S- TAKEN.,K__REJEGTE!? [t'.
NOTE COP.QP.9E„lirS"
r 0 RE- SU3M1T :-0
oarectionsorcomments made on shop drat ina d
this review (marked LE,t �+r.ng
do not relieve contrar- t:,,� ;, ,
compliance with re,ulrements of drawings s antl ,aIt. Tt
cations. This check is onl y for e :
design concept and ar� general conforma ,.�,
« ,
Nation in the �� Cral cc mp,r3rce t;titfl,t�r� :i,�r,'{ . ?
contract documents. COrtr „f `
pansible for: Confirmin and
and dimensions : selec'g correlatin,a!!= �„�, -•;, :; f
techniques of ;, ting tdbrfeation preces_e-
ccn�,tuction ; ti�rordin'ting his
safe and sati;facfory manner.
This approval represents p esents oL,-r�VleN of
submission of this docum=ent 0111 r • ov '— --
tions requeSfed h, v fo. Ihase r;:t
specifically to rein _� ire previous suC�r;;rs;,..
noted t; Eontrar,or in this
other modificafi0n t0 this drawinc h! t
previously reviewe the
d material is sp 2cificaliy J:,C,
It is understood that
Engineers not?tr'on on
not to be construed as authorization for addircna, ..
or cost.
DATE Z� l0 BY i
SQUARE CUT FASCIA
HEEL IJEIGHT ■ 2" X 4" (STD)
4 12
5.8
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HURRICANE METAL STRAP
ANCHOR EACH TRUSS (SY BLDR)
1' -0„ M
2' -0"
CANTILEVER
TYPICAL CANTILEVER DETAIL
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cANT.
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CO I
SECTION - "B"
rl
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JOSE L GUZWN,•p -e.
SHOP DRAWING REVIEW
NO EXCEPTIOT4S- TAKEN.,K__REJEGTE!? [t'.
NOTE COP.QP.9E„lirS"
r 0 RE- SU3M1T :-0
oarectionsorcomments made on shop drat ina d
this review (marked LE,t �+r.ng
do not relieve contrar- t:,,� ;, ,
compliance with re,ulrements of drawings s antl ,aIt. Tt
cations. This check is onl y for e :
design concept and ar� general conforma ,.�,
« ,
Nation in the �� Cral cc mp,r3rce t;titfl,t�r� :i,�r,'{ . ?
contract documents. COrtr „f `
pansible for: Confirmin and
and dimensions : selec'g correlatin,a!!= �„�, -•;, :; f
techniques of ;, ting tdbrfeation preces_e-
ccn�,tuction ; ti�rordin'ting his
safe and sati;facfory manner.
This approval represents p esents oL,-r�VleN of
submission of this docum=ent 0111 r • ov '— --
tions requeSfed h, v fo. Ihase r;:t
specifically to rein _� ire previous suC�r;;rs;,..
noted t; Eontrar,or in this
other modificafi0n t0 this drawinc h! t
previously reviewe the
d material is sp 2cificaliy J:,C,
It is understood that
Engineers not?tr'on on
not to be construed as authorization for addircna, ..
or cost.
DATE Z� l0 BY i
SQUARE CUT FASCIA
HEEL IJEIGHT ■ 2" X 4" (STD)
4 12
5.8
tom.?
X�
- - -- N ` a Oc L!7
- o C 411
- > 0
L�
L m j
mss, Inc.
rnU)
In
coo Co
CU
MM rnU)
rl m In
in In
ELV.:1 a -0" 'A In
- r X 4" MIN. ei v . , r-9 112" CD
HURRICANE METAL STRAP
ANCHOR EACH TRUSS (SY BLDR)
1' -0„ M
2' -0"
CANTILEVER
TYPICAL CANTILEVER DETAIL
I
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qz
I iv v
L_
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CITY OF SOUTH ivlIANq'.a
BUILDING DEPT.
ATRUCTUR�CTION
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OSCAR CORRAL. P.E. (civil eng.)
sign 8 seal:
state of florlda registration x'12467 date:
GRAUITY LOADS ROOF FLOORS K WIND LORDS
Top chord: live load: 30 sf expmn mUgon; Type C
dead load: 15 psf bulldog category: Type_ II -- -
;ttolo dwd: live load: 00 psf wind velocity: 146 mph.
dead load: 10 psf moon roof height: 20 FT.
t o t I51 10 a d: 55 psf tnpart once factor: 1.00
durat-lorr factor: 33x ASCE 7 -05 per FBC 2007
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OSCAR CORRAL. P.E. (civil eng.)
sign 8 seal:
state of florlda registration x'12467 date:
GRAUITY LOADS ROOF FLOORS K WIND LORDS
Top chord: live load: 30 sf expmn mUgon; Type C
dead load: 15 psf bulldog category: Type_ II -- -
;ttolo dwd: live load: 00 psf wind velocity: 146 mph.
dead load: 10 psf moon roof height: 20 FT.
t o t I51 10 a d: 55 psf tnpart once factor: 1.00
durat-lorr factor: 33x ASCE 7 -05 per FBC 2007
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2 2.4 T t)sp _4us Z%
3
5
s T C ?s
z VSP e
6 _4�L A
OSCAR CORRAL. P.E. (civil eng.)
sign 8 seal:
state of florlda registration x'12467 date:
GRAUITY LOADS ROOF FLOORS K WIND LORDS
Top chord: live load: 30 sf expmn mUgon; Type C
dead load: 15 psf bulldog category: Type_ II -- -
;ttolo dwd: live load: 00 psf wind velocity: 146 mph.
dead load: 10 psf moon roof height: 20 FT.
t o t I51 10 a d: 55 psf tnpart once factor: 1.00
durat-lorr factor: 33x ASCE 7 -05 per FBC 2007
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OSCAR CORRAL. P.E. (civil eng.)
sign 8 seal:
state of florlda registration x'12467 date:
GRAUITY LOADS ROOF FLOORS K WIND LORDS
Top chord: live load: 30 sf expmn mUgon; Type C
dead load: 15 psf bulldog category: Type_ II -- -
;ttolo dwd: live load: 00 psf wind velocity: 146 mph.
dead load: 10 psf moon roof height: 20 FT.
t o t I51 10 a d: 55 psf tnpart once factor: 1.00
durat-lorr factor: 33x ASCE 7 -05 per FBC 2007
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