08-1253-005UPLIFT= 3.3k, DL+-LL= :itW1_ TYP. TRU55: G= 1870 L55, U = -1594 L55
U5E NUVUE NV358 -20 TYPICAL TRU55: NuVue NVHTA- 12H S : (I 6) I Odx I -1 /2' NAILS U5E NUVUE NV358 -20
5EE NOTE THI5 5HT. IN 5 , C6) I Od X I - P /2' NAILS IN SEAT UPLIFT CAP =2075 LB5 [_ 5EE NOTE TH15 5HT.
7' -0' O NOA # 08 -0325,02 (05/13) . EXCEPT GIRDER TRU55E5 2' -0' r 7'-0' OFFSET
x- [ZONES 2 � 3: 3 °-O' EDGE #• RIDGE ZONE: NET UPLIFT -54 P5F] TYP.
-
to v - p
.11.11 rP
WD. ES 4 . o/c T 55
PROVIDE (2) #5 30'X 30" 7 -0' OFFSET j 2' -Q" � -NuVue NV5TA- I GH 5TRAP PORCH CEILING NOTE: 5/8' CDX 21-0' 71 -0' OFFSET
CORNER BAPS @ ALL OUT5IDE TYP. DL+ U_ =550 LB5
USE NUVUE NV358 -20 - - ----► PLYWOOD W/ 8d COMMON NAILS @ �'• `— TYPICAL GIRDER TRUSS STRAP:
T13 CORNERS- TYP. OF 4 ' NET UP= -1 104 L135 SEE NOTE TH15 5HT. 4'01C TO VERT. 55 MEMBERS. U5E NUVUE NV358 -20 NOA 04 -0510.03
U5E NUVUE NV358 -14 — - -__J TRU55 MANUFACTURER: DE51GN TRU55E5 TO A5CE I G -I Od AT 2 5TRAP5
8 -1 Od AT 5TRAP5 7/02 COMPONENTS # CLADDING LOADS AND REACTIONS 8 -1 Od AT SEAT
8 -1 Od AT 5EAT5 REPORTED ON ENGINEERING CALC5 TO REPRESENT GEC UPLIFT CAP= 3367 Ibs
Roof Framing Plan
aCALE: 1/4'= 1'-9
8' 9' -3" 3' -2' 9' -0' 31 -2' 4'-0' 31 -2' G' -I I'
M.O.- VEPJFY wl MFR M.O.- VERIFY w/ MFR M O.- VEPJFY w/ MFR r
36' 5Q. CONC. e 8
48"x 96' x 4' CONCRETE — — 1
5LAB @ F.F.E,
SLAB ON GRADE wl G'X6' j
W1,4X WI.4 W.W.M. I
•r •• :5:� r':� � � r •a s -- —s
FC FC 1.%, '.`i °: F{r1Q °'::::;:: :� .` ::' R ! ` FG FC F9 FC FC fC ( !' :'::: :i .:
ter__ - - -- - - - - -- --- - - - - -- -- _- _ -___ -- - - FiaQ :: FC
.__. . _.... r,
Ir -
WF I [ pl.es v�th R 4404.3.2, I j �'TE: 8' T.E° w/ 1 #5 11F•16 6 eo^ CONT. 5EE SECT. B/A2
i COMPUE5 w/ 2004
FBC 1802° 1 E
I F,F °E.: 5EE &RCHITECTURAL 51TE PLAN FOR N,G.V.D.
PROVIDE CHEMICAL TREATMENT FOR TERMITES PER 2004 FLORIDA
e
BUILDING CODE REQUIREMENT5 PRIOR TO POURING OF CONCRETE
}. �•.:
SLAB, CERTIFICATE REQUIRED BY TERMITE TREATMENT COMPANY E
p: IU FBC 104.2.6 CERTIFICATE OF PROTECTIVE TREATMENT FOR
PREVENTION OF TERMITES. A WEATHER RESISTANT JOB 51TE E
P05TING BOARD 51!ALI BE PROVIDED TO RECEIVE A WEATHER t
:` 0 RE515TANT JOB 51TE P05TING BOARD SHALL BE PROVIDED TO
RECEIVE 15 COMPLETED, PROVIDING A COPY FOR THE PER50N THE E
PERMIT 15155UED TO AND THEIR COPY FOR THE BUILDING PERMIT t
�, 4' CON�RETE SLAB W/ 6'X6' -W 1.4 FI . THE TREATMENT CERTIFICATE 5HALL PROVIDE THE PRODUCE � tz
N ' U5ED, IDENTITY OF THE APPLICATOR, TIME AND DATE OF THE r O
, X I ,4 @ MID-DEPTH OF SLAB r -�
o OVER 6 I. VAPOR BARRIER ON TREATMENT, 51TE LOCATION, AREA TREATED, CHEMICAL U5ED, %
' p WELL -GC MPACTED SOIL. (5EE (PERCENT} CONCENTRATION AND NUMBER OF G ON5 USED, TO I o
' 5ECTION5 FOR ADDITIONAL SLAB ESTABLISH A VERIFIABLE RECORD OF PROTECTIVE TREATMENT. IF E
REINFORjC(NG DATA) THE 501L CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION 15 I Q
i°.;
k.:. U5ED, FINAL EXTERIOR TREATMENT 5HALL BE COMPLETED PRIOR TO _z
FINAL BUILDING APPROVAL, t
`1 ARCHITECT OF RECORD TO PROVIDE 501E BEARIING CAPACITY °
" v
LETTER PER 2004 fBC ARCHITECT OF RECORD TO PROVIDE SPECIAL
INSPECTOR LETTER FOR REINFORCED MASONRY PER 2004 FBC
le
PROVIDE (2) #5 30" X t E
30" CORNER EAR5 @ ° B - F!: GROUTED CELL E
I R5ECTING A2 PROVIDE (2) #5 X GO'
a . LOCATION- . 8 CMU
u s' S= ,•:;: WALL FOOTINGS -TYP. ' W/ I #5 40 CORNER BAR5 t
E @ E
,.. , CIC MAX. IN GROUTED
t° ::•r f::p.: CELL5
`'` :: A. �.. . , _. , •` ` : e'; ::.." r , . ,::: •:. t F'G FC NF16 FC R FC FC Ft E
-- _- .__.__-- .- - - - - -' -_- _---- .- __- ® ® ®___.__._.._. -____
b E>' t • d
4
:•:. _ ....._vim._ ®v..� •. .; . :,• .._..v.� ..,� ..
CJ' i 2t-V' 3' ' ' i " 1 ' r- 1 r ".' ! r p Il•' •': °7 E
2. ��` I 0 3 4 5 I 0 p �.7
m M.O. - VERIFY w/ MFR E i M.O. - VERIFY w/ MFR
' F5.0: GO"XGO'X 12' CONC° 4'CONCRETE 5LA13 ON 6' T.E, w/ 1 #5 CONT, 5EE
C?, 1
a
FTG,VV/ 4 #5 EA. WAY TOP GRADE w/ 6'X6' W I ,4X SECT. B/A2 c\1 o
` — t t BOTTOM TYP. OF 3 W 1.4 W.W.M. m r t
r6: a c•:
ir,• :a•r
R
r FC
:a
Ft
d
TE
6 _
t::::: :;:; ::.. t PLACE TOP OF FTC. AT
i p
ELEVATION - I -6 -
1 p
4/ {II ql 1 .°p
K p - p p I 3k -
91 ai 4.7 G "?
M.O. VERIFY wl MFR
27°-4' I ryl -Qp
40' -0'
SCALE: 1/4"= P-O'
N
t
0z
IG
E
8
2
I
�_`• i oc
3
m�
0
al
_;r
N 62
°! b
4�
FS
ev
tfi
51
L
Net Boofgpllft
i
tt
#• . #- ♦. y -: :
ZONE 2
`` '
MFR.`
5
SHOP
GS.. +(
Roof Design , 11
a
✓•
OTTOM �HORD.�
DEAD LOAD
LIVELOAD
TOTAL GRAVITY
15 P5f 10 ,
30 -
45 P5f 10 P5F
�'
cn
COL TIE5, 5EE TYPICAL
_
[ ..
p
1
PROD
:.C4,
1�1
-
tl - ra►:
r
r r
I Concrete Column I I i Detail
;/
LU
CM
*' r
'
®
>5
_
2 X
{?RICH
nr
ff
a
BLOC
I ING,
N
r
o - NuVue
I iV5TA- I I
5
_.__._._..
:..
[:�.+,
DL+•LL
1650^
?:::
`•
;:
PROVIDE (2) #5 30'X 30" 7 -0' OFFSET j 2' -Q" � -NuVue NV5TA- I GH 5TRAP PORCH CEILING NOTE: 5/8' CDX 21-0' 71 -0' OFFSET
CORNER BAPS @ ALL OUT5IDE TYP. DL+ U_ =550 LB5
USE NUVUE NV358 -20 - - ----► PLYWOOD W/ 8d COMMON NAILS @ �'• `— TYPICAL GIRDER TRUSS STRAP:
T13 CORNERS- TYP. OF 4 ' NET UP= -1 104 L135 SEE NOTE TH15 5HT. 4'01C TO VERT. 55 MEMBERS. U5E NUVUE NV358 -20 NOA 04 -0510.03
U5E NUVUE NV358 -14 — - -__J TRU55 MANUFACTURER: DE51GN TRU55E5 TO A5CE I G -I Od AT 2 5TRAP5
8 -1 Od AT 5TRAP5 7/02 COMPONENTS # CLADDING LOADS AND REACTIONS 8 -1 Od AT SEAT
8 -1 Od AT 5EAT5 REPORTED ON ENGINEERING CALC5 TO REPRESENT GEC UPLIFT CAP= 3367 Ibs
Roof Framing Plan
aCALE: 1/4'= 1'-9
8' 9' -3" 3' -2' 9' -0' 31 -2' 4'-0' 31 -2' G' -I I'
M.O.- VEPJFY wl MFR M.O.- VERIFY w/ MFR M O.- VEPJFY w/ MFR r
36' 5Q. CONC. e 8
48"x 96' x 4' CONCRETE — — 1
5LAB @ F.F.E,
SLAB ON GRADE wl G'X6' j
W1,4X WI.4 W.W.M. I
•r •• :5:� r':� � � r •a s -- —s
FC FC 1.%, '.`i °: F{r1Q °'::::;:: :� .` ::' R ! ` FG FC F9 FC FC fC ( !' :'::: :i .:
ter__ - - -- - - - - -- --- - - - - -- -- _- _ -___ -- - - FiaQ :: FC
.__. . _.... r,
Ir -
WF I [ pl.es v�th R 4404.3.2, I j �'TE: 8' T.E° w/ 1 #5 11F•16 6 eo^ CONT. 5EE SECT. B/A2
i COMPUE5 w/ 2004
FBC 1802° 1 E
I F,F °E.: 5EE &RCHITECTURAL 51TE PLAN FOR N,G.V.D.
PROVIDE CHEMICAL TREATMENT FOR TERMITES PER 2004 FLORIDA
e
BUILDING CODE REQUIREMENT5 PRIOR TO POURING OF CONCRETE
}. �•.:
SLAB, CERTIFICATE REQUIRED BY TERMITE TREATMENT COMPANY E
p: IU FBC 104.2.6 CERTIFICATE OF PROTECTIVE TREATMENT FOR
PREVENTION OF TERMITES. A WEATHER RESISTANT JOB 51TE E
P05TING BOARD 51!ALI BE PROVIDED TO RECEIVE A WEATHER t
:` 0 RE515TANT JOB 51TE P05TING BOARD SHALL BE PROVIDED TO
RECEIVE 15 COMPLETED, PROVIDING A COPY FOR THE PER50N THE E
PERMIT 15155UED TO AND THEIR COPY FOR THE BUILDING PERMIT t
�, 4' CON�RETE SLAB W/ 6'X6' -W 1.4 FI . THE TREATMENT CERTIFICATE 5HALL PROVIDE THE PRODUCE � tz
N ' U5ED, IDENTITY OF THE APPLICATOR, TIME AND DATE OF THE r O
, X I ,4 @ MID-DEPTH OF SLAB r -�
o OVER 6 I. VAPOR BARRIER ON TREATMENT, 51TE LOCATION, AREA TREATED, CHEMICAL U5ED, %
' p WELL -GC MPACTED SOIL. (5EE (PERCENT} CONCENTRATION AND NUMBER OF G ON5 USED, TO I o
' 5ECTION5 FOR ADDITIONAL SLAB ESTABLISH A VERIFIABLE RECORD OF PROTECTIVE TREATMENT. IF E
REINFORjC(NG DATA) THE 501L CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION 15 I Q
i°.;
k.:. U5ED, FINAL EXTERIOR TREATMENT 5HALL BE COMPLETED PRIOR TO _z
FINAL BUILDING APPROVAL, t
`1 ARCHITECT OF RECORD TO PROVIDE 501E BEARIING CAPACITY °
" v
LETTER PER 2004 fBC ARCHITECT OF RECORD TO PROVIDE SPECIAL
INSPECTOR LETTER FOR REINFORCED MASONRY PER 2004 FBC
le
PROVIDE (2) #5 30" X t E
30" CORNER EAR5 @ ° B - F!: GROUTED CELL E
I R5ECTING A2 PROVIDE (2) #5 X GO'
a . LOCATION- . 8 CMU
u s' S= ,•:;: WALL FOOTINGS -TYP. ' W/ I #5 40 CORNER BAR5 t
E @ E
,.. , CIC MAX. IN GROUTED
t° ::•r f::p.: CELL5
`'` :: A. �.. . , _. , •` ` : e'; ::.." r , . ,::: •:. t F'G FC NF16 FC R FC FC Ft E
-- _- .__.__-- .- - - - - -' -_- _---- .- __- ® ® ®___.__._.._. -____
b E>' t • d
4
:•:. _ ....._vim._ ®v..� •. .; . :,• .._..v.� ..,� ..
CJ' i 2t-V' 3' ' ' i " 1 ' r- 1 r ".' ! r p Il•' •': °7 E
2. ��` I 0 3 4 5 I 0 p �.7
m M.O. - VERIFY w/ MFR E i M.O. - VERIFY w/ MFR
' F5.0: GO"XGO'X 12' CONC° 4'CONCRETE 5LA13 ON 6' T.E, w/ 1 #5 CONT, 5EE
C?, 1
a
FTG,VV/ 4 #5 EA. WAY TOP GRADE w/ 6'X6' W I ,4X SECT. B/A2 c\1 o
` — t t BOTTOM TYP. OF 3 W 1.4 W.W.M. m r t
r6: a c•:
ir,• :a•r
R
r FC
:a
Ft
d
TE
6 _
t::::: :;:; ::.. t PLACE TOP OF FTC. AT
i p
ELEVATION - I -6 -
1 p
4/ {II ql 1 .°p
K p - p p I 3k -
91 ai 4.7 G "?
M.O. VERIFY wl MFR
27°-4' I ryl -Qp
40' -0'
SCALE: 1/4"= P-O'
N
t
0z
IG
E
8
2
I
�_`• i oc
3
m�
0
al
_;r
N 62
°! b
4�
FS
ev
tfi
51
L
Net Boofgpllft
- # -# NENT CLADD
#
#• . #- ♦. y -: :
ZONE 2
.F
• #
Roof Design , 11
���L�
✓•
OTTOM �HORD.�
DEAD LOAD
LIVELOAD
TOTAL GRAVITY
15 P5f 10 ,
30 -
45 P5f 10 P5F
A
F3A ` 2A 3A
a
,
2A
II 2
1 � t
j 2A
S
3A
A= 31 -0®
Beam Schedule
1. � � ;-
#• . #- ♦. y -: :
Mom
���L�
✓•
` ' ° E.E :III �i @ 45' C/C
CONC. a
IN COWMN 5CHEDULE
COL TIE5, 5EE TYPICAL
low. Beam Diagram N.T3. I
y
1. � � ;-
#• . #- ♦. y -: :
CONC. a
IN COWMN 5CHEDULE
COL TIE5, 5EE TYPICAL
1�1
-
tl - ra►:
r
r r
I Concrete Column I I i Detail
Footing Schedule
If ANY '#, # MI I # N APP IN TH r' N P IfI ATI N # !# f'
r -• #
i' #
1. CONTRACTOR WORK CONJUNCTION
ELECTRICAL • r - . -:y.
GOVERN AFFECTED.
3. CONTRACTOR 5HALL 15E PE5PON5113LE FOP, PROTECTION Of ADJACENT 5TRUCTURE5, 5TREET5 AND 51DEWALK5
DURING # D CON5TRUCTION. CONTRACTOR 5HAH VER.IFY r FIELD.
MECHANICAL AND ELECTRICAL DRAWING5 FOP, 51ZE, 5HAPE, WEIGHT AND LOCATION Of # B; ROOF.,,.
4. THE U5E Of # OBTAIN DIMEN51ON5 NOT # ON # : ii
WILL NOT 13E RE5PON5113LE FOR ERROR5 RE5ULTING FROM 5UCH ACTION.
5. • # LOCATE ALL EX15TING UTILITIE5 PRJORTO
ACCOMODATE NEW CON5TRUCTION.
CONCrMETEF #
1. U5ff CONCRETE # - CONFORMING # A5TM C90,; 90 r it ,.
2. U5E 5TANDARD LADDER-TYPE MA5ONRY REINFORCING IN EVERY OTHER COUR5E Of MA50NPY BEARING AND
EXTERIOR r INTO TIE COLUMN5 4' Mk
3. WHERE ANCHOR BOLT5 ARE 5ET IN MA50NKY WALt, FILL BLOCK CELL5 WITH GROUT FOR BOLTED COURM, ONE
COUR5E ABOVE AND TWO COUR5E5 BELOW ANCHOR ELEVATION.
4. U5E i WOOD FOR ALL #r IN CONTACT •
5. PROVIDE i i' #RP CONCRETE OVER # O NOT FLU5H
WITH 5TRUCTURAL FRAME. LINTEL5 TO BEAR MIN. i
EACH 51DE Of OPENING.
G. GROUT U5ED IN THE WORK 5HALL CONFORM TO f5C 2122.G.5.3 WITH A 5LUMP MIX OF 91+1 1 1, PROVIDE
CLEANOUT AND IN5PECTION HOLE5 r FILLED CELL5 BOTTOM # PROVIDE CLEANOUT AND IN5PECTION
# i CELL5 BOTTOM #
9. GROUT U5ED IN H RK HALL IN A MINIMUM COMPRE55IVE 5TRENGTH Of 2000 P51 IN 25 DAY5, F`M
'00 M, i 00
# #r -
ALL 5TRUCTURAL WOOD COMPONENT5 AND MEM15ER5 TO BE FULLY 5AWN, GPADE5 Of LUMBER TO BE U5ED A5
TO BE: # i OR NO, 2 WITH A BOLTED CONNECTfON5
COMPLETED NTH A307 r 5TEEL BOLT5 WITH WA5HER5 AT D. FABRICATION, ERECTION, D
CONNECTION5 TO BE A5 PEP, . # D # Of B O - #
EDITION. # #r DOARD5 fOR 5HEATHiNG TO BE i NTH I ii @ Go IN EDGE --O• D ON
INTERJOR 5UPPORT5, MINIMUM UNLE55 OTHERW15E NOTED. DRILLING OF 5TRUCTURAL MEM5ER5 MU5T 13E AVOIDED.
If AB50LUTELY, DIAMETER O DRILL 5HALL NOT 1/4" Of D PLACED WITHIN MIDDLE
THIRD. ALL WOOD MEMBER5 TO BE FREE Of Ali IMPERFECTION5 A5: 5PUT5, CHECK5, OF, EXCE551VE KNOT5.
UN5AT15FACTORY MATERIAL5 TO 13E REPLACED AT NO C05T TO OWNER.
WIND
J!40 i r r #' i # #'r • iiy •` i r #r # #
rROCEDURE5 Of A.5.C.f 7-02 5TANDARD5. THE BA51C WIND VELOCITY WA5 TAKEN A5 14G MPH * THE IMPORTANCE
FACTOR A5 1.00. THE BA51C WIND VELOCITY WA5 TAKEN A5 14G MPH 4 THE IMPORTANCE FACTOR A5 1.00.
r I
i i #i ! • i # r• # # r #
014&-A
DATE: - -
1 O 01 O8
PROJECT: New 1 Sty SFR
ADDRESS: 6041 SW 63 ST
So. Miami, FL
OWNER: Habitat for Humanity
Anne Manning, Exec. Director
305 670 2224
REVISIONS:_ _
0
1..r�p�RR6�' o
MF
ai c,UJZ�1:rJB : a
G a
ar e •... . .•\e,
ARCHtTMTQF .• f D:
PAUL W. BU ER
*13708
���!
HABITAT FOR HUMAMITY
OF GREATER MIAMI, INC.
r ,I
6
3100 M 22IIM
NULFLOW33U2
30
■wn� ■•ppn r.r•nrw •�wwpr•••w wsww•rw
1. � � ;-
#• . #- ♦. y -: :
If ANY '#, # MI I # N APP IN TH r' N P IfI ATI N # !# f'
r -• #
i' #
1. CONTRACTOR WORK CONJUNCTION
ELECTRICAL • r - . -:y.
GOVERN AFFECTED.
3. CONTRACTOR 5HALL 15E PE5PON5113LE FOP, PROTECTION Of ADJACENT 5TRUCTURE5, 5TREET5 AND 51DEWALK5
DURING # D CON5TRUCTION. CONTRACTOR 5HAH VER.IFY r FIELD.
MECHANICAL AND ELECTRICAL DRAWING5 FOP, 51ZE, 5HAPE, WEIGHT AND LOCATION Of # B; ROOF.,,.
4. THE U5E Of # OBTAIN DIMEN51ON5 NOT # ON # : ii
WILL NOT 13E RE5PON5113LE FOR ERROR5 RE5ULTING FROM 5UCH ACTION.
5. • # LOCATE ALL EX15TING UTILITIE5 PRJORTO
ACCOMODATE NEW CON5TRUCTION.
CONCrMETEF #
1. U5ff CONCRETE # - CONFORMING # A5TM C90,; 90 r it ,.
2. U5E 5TANDARD LADDER-TYPE MA5ONRY REINFORCING IN EVERY OTHER COUR5E Of MA50NPY BEARING AND
EXTERIOR r INTO TIE COLUMN5 4' Mk
3. WHERE ANCHOR BOLT5 ARE 5ET IN MA50NKY WALt, FILL BLOCK CELL5 WITH GROUT FOR BOLTED COURM, ONE
COUR5E ABOVE AND TWO COUR5E5 BELOW ANCHOR ELEVATION.
4. U5E i WOOD FOR ALL #r IN CONTACT •
5. PROVIDE i i' #RP CONCRETE OVER # O NOT FLU5H
WITH 5TRUCTURAL FRAME. LINTEL5 TO BEAR MIN. i
EACH 51DE Of OPENING.
G. GROUT U5ED IN THE WORK 5HALL CONFORM TO f5C 2122.G.5.3 WITH A 5LUMP MIX OF 91+1 1 1, PROVIDE
CLEANOUT AND IN5PECTION HOLE5 r FILLED CELL5 BOTTOM # PROVIDE CLEANOUT AND IN5PECTION
# i CELL5 BOTTOM #
9. GROUT U5ED IN H RK HALL IN A MINIMUM COMPRE55IVE 5TRENGTH Of 2000 P51 IN 25 DAY5, F`M
'00 M, i 00
# #r -
ALL 5TRUCTURAL WOOD COMPONENT5 AND MEM15ER5 TO BE FULLY 5AWN, GPADE5 Of LUMBER TO BE U5ED A5
TO BE: # i OR NO, 2 WITH A BOLTED CONNECTfON5
COMPLETED NTH A307 r 5TEEL BOLT5 WITH WA5HER5 AT D. FABRICATION, ERECTION, D
CONNECTION5 TO BE A5 PEP, . # D # Of B O - #
EDITION. # #r DOARD5 fOR 5HEATHiNG TO BE i NTH I ii @ Go IN EDGE --O• D ON
INTERJOR 5UPPORT5, MINIMUM UNLE55 OTHERW15E NOTED. DRILLING OF 5TRUCTURAL MEM5ER5 MU5T 13E AVOIDED.
If AB50LUTELY, DIAMETER O DRILL 5HALL NOT 1/4" Of D PLACED WITHIN MIDDLE
THIRD. ALL WOOD MEMBER5 TO BE FREE Of Ali IMPERFECTION5 A5: 5PUT5, CHECK5, OF, EXCE551VE KNOT5.
UN5AT15FACTORY MATERIAL5 TO 13E REPLACED AT NO C05T TO OWNER.
WIND
J!40 i r r #' i # #'r • iiy •` i r #r # #
rROCEDURE5 Of A.5.C.f 7-02 5TANDARD5. THE BA51C WIND VELOCITY WA5 TAKEN A5 14G MPH * THE IMPORTANCE
FACTOR A5 1.00. THE BA51C WIND VELOCITY WA5 TAKEN A5 14G MPH 4 THE IMPORTANCE FACTOR A5 1.00.
r I
i i #i ! • i # r• # # r #
014&-A
DATE: - -
1 O 01 O8
PROJECT: New 1 Sty SFR
ADDRESS: 6041 SW 63 ST
So. Miami, FL
OWNER: Habitat for Humanity
Anne Manning, Exec. Director
305 670 2224
REVISIONS:_ _
0
1..r�p�RR6�' o
MF
ai c,UJZ�1:rJB : a
G a
ar e •... . .•\e,
ARCHtTMTQF .• f D:
PAUL W. BU ER
*13708
���!
HABITAT FOR HUMAMITY
OF GREATER MIAMI, INC.
r ,I
6
3100 M 22IIM
NULFLOW33U2
30
■wn� ■•ppn r.r•nrw •�wwpr•••w wsww•rw