08-1252-005a
I
I I
7'-4'
10' -0'
,5#1
W
7 -9
s n a o
3 2 4 -8 2
a r e s
G 4 -8 3
&
2
t x
7 -9 8
PREVENTION OF TERM . A WEATHER RE515TANT J013 51TE
M O.
M
O.
�
M
0.
I RE515TANT JOB 51TE P05TING BOARD 5HALL BE PROVIDED TO :! I 1
1 cv c
ci
32'
i
VERIFY ar/ MFR
RECEIVE 15 COMPLETED, PROVIDING A COPY FOR THE PER50N THE I I
ERIFY
w/ MF
VERIFY
wl MFR
I
IFILE5. THE TREATMENT CERTIFICATE 5HALL PROVIDE THE PRODUCT ,
I I
, C
1 A!
I I
321
I TREATMENT, 51TE LOCATION, AREA TREATED, CHEMICAL USED, `!o °
FC
FC .: ;. 4
FC — —
FD ®— FC _ _ — FC
—
FC— ® FC— — FC
—
FC—
R
R
�..
•
t
. _. _.
i-- -------- ..._ - - - - - ._ -- - - - ---
WN
NF•1& [COMPLIES WITH �
F%1: 3G'X3G`X 12'CONC. �.
{[
FBC R 4404.3.2.1 ]
F.F.E.: 5EE ARCHITECTURAL 51TE PLAN FOR N.G,V.D.
#5 EA TOP t �..
•
l
T
BOTTOM . of `t`t•
PROVIDE CHEMICAL TREATMENT FORTERMITE5 PER 2004 FLORIDA.,
• ':
BUILDING CODE REQUIREMENT5 PRIOR TO POURING OF CONCRETE
51A5, CERTIFICATE REQUIRED BY TERMITE TREATMENT COMPANY
I
E5TA5U5H A VERIFIABLE RECORD OF PROTECTIVE TREATMENT. IF SLAB ON GRADE wl G°XG
WI AX WI .4 W.W.M. ---------
CD I I THE 501L CHEMICAL BARKER METHOD FOR TERMITE PREVENTION 15 C. I
71 _� _ U5ED, FINAL EXTERIOR TREATMENT 5HALL BE COMPLETED PRIOR TO C i G' C?;
I I� 7 FINAL BUILDING APPROVAL. `� �f
LU
o I I ARCHITECT OF RECORD TO PROVIDE 501L BEARIING CAPACITY
a LETTER PER 2004 F5C ARCHITECT OF RECORD TO PROVIDE 5PECIAL
in I I IN5PECTOR LETTER FOR REINFORCED MASONRY PER 2004 FBC
N 3 N
� � I I PROVIDE (2) #5 30"X
AN
Q
Cn .
m
F•
01
.. 6LT CORICK DxN
GRAD
ALL INTER5ECTING E . •# r# r r Of • 5LA13 rrr.
Ir• WALL FOOTING5-TYP. CORNER BAR5 OVER . - ♦ • BARK ER ON
WELL-COMPAC TED 501L (5EE
5ECTION5 FOR ADDITIONAL 5LAB
REINFORCING r'
`
® ® ®_
3G' 5Q. CONC, f
12' 0' 2' G' " -G' 3' 4' "� '.t. � r.- FC: GROUTED ELL 5LA13 @
C M.O. M.O. 3 o LOCATION -TYP 8' CMU
I VERIFY wl MFR PORCH VERIFY L-- k
�i w /MFRS k'•:.':j
Wl 1#5 @ 40
I , , � C/C MAX. IN GROUTED
o . ' ..1 CELL5 hF3j ® 77
En
• ♦
• TE •
FUe Ct0 8 °x I G' P,I.P. TE: 8' T.E. wl 1 #5 Y FC FC FC — — FC — 2R — J� FC r �32°
CONC COL 4 #
.wl () 5 CON T. 5LL SECT. B/A2
VERT 4 #3 5TIRRUP5 @ COMPUE5 wl 2004
1 & -41 4' C/C -TYP. OF 1 12'-8' FBC 1802.1
14'-0'
Foundation Plan
Iq
I
nt
IM
LIM L@ OR 1 04
WHICHEYERtS IGREATER
'E° BAR I 6
1214 OR CANT,
wtlVl 15 GREATER
T P BAR- ---k--r
I Up. Beam Diagram N.T.5. I
cri
5TD. 90° HOOK
LAP 5PUCING 5HALL
NOT BE LE55 THAN
THEiARGER BAP,
COLUMN 51ZE, REINF'G, t
CONC. 5TRENGTH A5 NOTED
IN COLUMN 5CHEDULE -
FOR COL. TI E5, 5EE TYPICAL
COLUMN DETAIL5.
s11 G] [3
x x Q
® m
UO
d c�t7 �
5TD. 90' HOOK
FWTING 57E t
RPINPG, A5
m 5CHEDULED.
I Tvp. Concrete Column a Footing Detail N.T.S.
. LONGITUDINAL
Fooling Schedule
Schedule Beam
. I� ;I.� � III , . -•
Structural Notes [2004 FBC /ASCE 7 -021
iAr FOR 5UPEPJMP05ED D110 • r LIVE LOAD5.
REINFORCED CONCRETE:
I . CONCRETE 5HALL BE DMGNED TO 5ECURE A MIN. ULTIMATE COMPRE551VE Of 3000 '
DAY5 UNLE55 OThERN5ff NOTED ON THE PLAN. 5EE COLUMN 5CHEDULE FOR COLUMN CONCRETE 5TRENGTH. 5LUMP
5HALL BE A MIN. Of r' MAX. Of • DURING AND IMMEDIATELY AFTER DEP051TING 5HALL BY
Of # YARD5 #• FRACTION THEREOF • r 75TED AT THE FOLLOWING DAY5, I AT 7 r•
DAY5. TE5TING AT CONTRACTOR5 QUE5T ONLY.
PAINT, OIL, GREA5E OR OTHER CONTAMINANT-9 THAT WILL REDUCE BOND. ALL REINFORCING 5HALL BE ACCURATELY
LOCATED AND FIRMLY HELD IN PLACE BEFORE r DURING THE PLACEMENT Of • BY OF `
5UPPORT5. ALL BAR5 5HALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE A.C.I. BUILDING CODE (MO5T
RECENT ADOPTED EDITION) AND THE LATE5T MANUAL Of DARD PRACTICE.
3. CONCRETE PROTECTION FOP, RE INFORCING 5AR5:
5TRUCTURAL PART: MIN.
CONCRETE COVER
TO BE A5 fOLLOW5: BOTTOM TOP 51DE5
FOOTING5 32 2' 2N
COLUMN5/PEDE5TAL NA NA I- I/2u
WALL5 NA NA 1- 112'
4. Ali BLOCK MA50NKY WALL5 5HALL HAVE HORIZONTAL REINFORCEMENT MEDIUM DUP\-O-WALL DA 3200 LADUR
JUNCTION5 Of WALL5. MA50NRY UNIT5 5HALL BE 2 CELL HOLLOW UNIT5 CONFORMING TO A5TM C-90 NTH A
COMPRE55IVE 5TRENGTH Of #• ` ON `# • AND 5HALL BE r IN RUNNING
BOND. MORTAR 5HALL BE TYPE 5. PROVIDE DOVETAIL ANCHOR5 • • r
5.- GROUND FLOOR 5LA55, 5HALL CON515T OF 4' THICK CONCRETE 5LA5 WITH #4 AT G70- 10/ 10 WWf AT
MID-DEPTH, UNLf55 NOTED OTHERN51f, 5LAB 5HALL BE CON5TRUCTED OVER WELL COMPACTED (98% MODIFIED
PROCTOR) #i r DRAWING5 FOP, TOP Of : ELEVATION5.
CONTRACTOR ORIGINAL CON5TRUCTION DRAWING5 Of BUILDING ` #` TO
BIDDING AND r ` • ♦ TO VERIFY THE EX15TING MEMBER5 D BY THE NEW CON5TRUCTION.
• •: r ' r r •`r•
r r r• :• r ♦ i r#
PAtFABRICATED W#WD `
5HALL 15E DE51GNED, FABRICATED D ERECTED IN ACCORDANCE
EDITION, TO BE r FOLLOWING THE GUIDEUNE5 Of PUBLICATION s : i
ow
rj
TIE •
ACCORDING i THE fLORJDA r D BEAM 5HALL 13E • ♦ U5, CONTINUITY Of ♦•
5HALL 13E PROVIDED 13Y LAPPING 5PUCE5 NOT L55 THAN 30 INCHE5. CONTINUITY AT CORNEP15 TO BE PROVIDED 13Y
DENDING TWO 5AR5 FROM EACH DIRECTION AROUND THE CO P7 BY 9-10AC-&.2�_l k6AAFZ4VW0,1
FXTEND5 30 INCHE5 IN EACH WAY FROM THE CORNER. CONTINUITY AT COLUMN5 5HALL BE PROVIDED CONTINUING
R NT
.10RIZONTAL REINFORCEMENT THROUGH COLUMIN513Y BENDING HORIZONTAL REINf0 CEME IN THE COLUMN A
115TANCE OF
r♦ .# ♦
FOR CON57UCTION JOINT5 IN 5LA55 ON FILL REFER TO 5LAB5 ON FILL 5ECTION AND COORDINATE WITH
DEPTH Of BEAM X 213 WIDTH Of BEAM, CENTERED IN THE BEAM, PROVIDE EX 05ED REINFORCING TO ADEQUATELY
LOCATION Of 5LAB, AND PROVIDE A CONTINUOU5 5HEAR KEY, CENTERED IN THE SLA13 FACE. PROVIDE EXP05ED
�EINI`ORCING 5TEEL TO 5PUCE THE REINFORCING. CONTRACTOR TO 5U5M1T, ♦' APPROVAL, # ♦ Of
BULKHEAD BULKHEAD5 FOR, ALL 5TRUCTURAL ELEVIENT5 THROUGHOUT O ' •• TO COMMENCEMENT Of •'
GENERAL CONTRACTOR NOT TO EXCAVATE ADJACENT TO OR NEAR NEW 5TRUCTURE5 AFTER THEY HAVE BEEN
i r ♦i•r ' r''
# # # #
4HOP r`
NO 5HOP DRAWING5 5HALL 15E : r FOP, ARCHITE N IN E 11 1
4r #' i
CONTRACTOR WILL PROVIDE 5HORING AND RE-5HORJNG DRAWING , ALONG WITH RE-5HORJNG 5CHEDULE FOR ALL
r 5TRUCTURAL COMPONENT5, r : NOT ! BEAM5, 5LAB5, AND PRECA5T J015T5.
DRAWING5 TO BE 51GNED AND 5EALED BY A FLORIDA REG15TERED PROfE55ICNAL CIVIL OR STRUCTURAL ENGINEER FOP,
i : r `• : r
I,
UONCWI i" Tr#
2. U5E 5TANDARD LADDER-TYPE MA50NKY REINFORCING IN EVERY OTHER COUR15E Of MA50NKY BEARING AND
EXTENOR r INTO
ANCHOR 3. MERE BOLT5 ARE 5ET IN MA5ONKY : • ROUT FOP, BOLTZD -
r WOOD FOR AH WOOD • •
5. PROVIDE 8'X 8'CA5T-IN-PL-ACE OR PRECA5T CONCRETE UNTEL5 W/2#5 OVER ALL MA50NRY OPENING5 NOT fLU5H
WITH 5TRUCTURAL TO BEAR MIN, 8 INCHE5
EACH 5IDE Of OPENING.
& GROUT U5ED IN THE WORK 5HALL CONFORM TO f5C 2122,G.5.3 WITH A,5LUMP MIX Of 9"+/ 1% PROVIDE
CLEANOUT AND IN5PECTION HOLE5 r CELL5 50TTOM COUR5E. PROVIDE # AND IN5PECTION
9. GROUT U5ED IN THE WORK • ` Of •00 P51 IN 28 DAY5, FM
-#.• P51, r #♦ .
♦•r : `
ALL 5TKUCTURAL WOOD COMPONENT5 AND MEMBER5 O BE FULLY 5AWN, GRADE.5 Of : ` TO BE r
5TRUCTURAL MEMBER5 TO BE: 5OUTHERN PINE,
GRADE NO. I OR NO 2 WITH A 13OLTED CONNECTION5 TO BE COMPLETED WITH A307 GALVANIZED 5TEEL BOLT5 WITH
WA5HER5 AT EACH END.
ERECTION, AND CONNECTION5 TO : A5 PEP, RECOMMENDATION5 Of of TIMBER
i • ♦ EDITION.
PLWOOD BOARD5 FOP, 5HEATHING TO BE NAILED WITH I ♦r @ G' IN EDGE 5UPPORT AND ON #. #.
NOTED.
DRILLING Of 5TRUCTURAL MEMBER5 MU5T 13E AVOIDED. IF A550LUTELY, DIAMETER Of DPJLL 5HAI I NOT BE BIGGER
THAN 114'OF MEMBER D
PLACED WITHIN MIDDLE THIRD. Al I WOOD MEMBER5 TO BE FREE Of ALL IMPERFECTION5 A5: 5PUT5, CHECK5, OR
EXCE551VE KNOT5. ♦`
TO BE REPLACED AT # C05T TO •
WIND DE5IGN CRITERIA:
rROCEDURF-5 OF A5Ct. 7-02 5TANDARD5. THE 5A51C WIND VELOCITY WA5 TAKEN A5 14G MPH * THE IMPORTANCE
FACTOR A5 1.00. THE BA51C WIND VELOCITY WA5 TAKEN A5 14G MPH � THE IMPORTANCE FACTOR A5 1.00.
#E51GN 501L BEARING .P
ARE 51MILAR TO TH05E UPON 5 D,
I%r//
%'
FRO//,
OR!
f�0/�/E
FO/%
C;jTy 0j: SOUTH MIAM
BUILDING DEPT.
,;
• r• � it
H
DATE: 10-11-08
SFR HABITAT FOR RUMANITY
PFio.1EGT: _.IVew1 Sty sFR OF GREATER MIAMt,11iC.
ADDRESS: _ 6.045 SW 64 TR
_
South Miami, Florida
OWNER: Habitat for Humanity ;I
._ I
Anne Manning, Exec. Director_ I €'` III
305 670 -2224
REVISIONS: ERPB 1 -13 -09
3UCM22AVOR
NMRO 315IU33142
I I
I
FBC 104.2.6 CERTIFICATE OF PROTECTIVE TREATMENT FOR I
PREVENTION OF TERM . A WEATHER RE515TANT J013 51TE
U_ P
I I P05TING BOARD 5HALL BE PROVIDED TO RECEIVE A WEATHER ( I
I �
�
n, p I I
I RE515TANT JOB 51TE P05TING BOARD 5HALL BE PROVIDED TO :! I 1
1 cv c
ci
i
RECEIVE 15 COMPLETED, PROVIDING A COPY FOR THE PER50N THE I I
I Ks i
U I I
I PERMIT 15155UED TO AND THEIR COPY FOR THE BUILDING PERMIT f
I
IFILE5. THE TREATMENT CERTIFICATE 5HALL PROVIDE THE PRODUCT ,
I I
, C
1 A!
I I
I TREATMENT, 51TE LOCATION, AREA TREATED, CHEMICAL USED, `!o °
°-
c°z 4
4 8` x 9G' x 4' CONCRETE
(PERCENT) CONCENTRATION AND NUMBER Of GALLON5 U5ED, TO
Q
Cn .
m
F•
01
.. 6LT CORICK DxN
GRAD
ALL INTER5ECTING E . •# r# r r Of • 5LA13 rrr.
Ir• WALL FOOTING5-TYP. CORNER BAR5 OVER . - ♦ • BARK ER ON
WELL-COMPAC TED 501L (5EE
5ECTION5 FOR ADDITIONAL 5LAB
REINFORCING r'
`
® ® ®_
3G' 5Q. CONC, f
12' 0' 2' G' " -G' 3' 4' "� '.t. � r.- FC: GROUTED ELL 5LA13 @
C M.O. M.O. 3 o LOCATION -TYP 8' CMU
I VERIFY wl MFR PORCH VERIFY L-- k
�i w /MFRS k'•:.':j
Wl 1#5 @ 40
I , , � C/C MAX. IN GROUTED
o . ' ..1 CELL5 hF3j ® 77
En
• ♦
• TE •
FUe Ct0 8 °x I G' P,I.P. TE: 8' T.E. wl 1 #5 Y FC FC FC — — FC — 2R — J� FC r �32°
CONC COL 4 #
.wl () 5 CON T. 5LL SECT. B/A2
VERT 4 #3 5TIRRUP5 @ COMPUE5 wl 2004
1 & -41 4' C/C -TYP. OF 1 12'-8' FBC 1802.1
14'-0'
Foundation Plan
Iq
I
nt
IM
LIM L@ OR 1 04
WHICHEYERtS IGREATER
'E° BAR I 6
1214 OR CANT,
wtlVl 15 GREATER
T P BAR- ---k--r
I Up. Beam Diagram N.T.5. I
cri
5TD. 90° HOOK
LAP 5PUCING 5HALL
NOT BE LE55 THAN
THEiARGER BAP,
COLUMN 51ZE, REINF'G, t
CONC. 5TRENGTH A5 NOTED
IN COLUMN 5CHEDULE -
FOR COL. TI E5, 5EE TYPICAL
COLUMN DETAIL5.
s11 G] [3
x x Q
® m
UO
d c�t7 �
5TD. 90' HOOK
FWTING 57E t
RPINPG, A5
m 5CHEDULED.
I Tvp. Concrete Column a Footing Detail N.T.S.
. LONGITUDINAL
Fooling Schedule
Schedule Beam
. I� ;I.� � III , . -•
Structural Notes [2004 FBC /ASCE 7 -021
iAr FOR 5UPEPJMP05ED D110 • r LIVE LOAD5.
REINFORCED CONCRETE:
I . CONCRETE 5HALL BE DMGNED TO 5ECURE A MIN. ULTIMATE COMPRE551VE Of 3000 '
DAY5 UNLE55 OThERN5ff NOTED ON THE PLAN. 5EE COLUMN 5CHEDULE FOR COLUMN CONCRETE 5TRENGTH. 5LUMP
5HALL BE A MIN. Of r' MAX. Of • DURING AND IMMEDIATELY AFTER DEP051TING 5HALL BY
Of # YARD5 #• FRACTION THEREOF • r 75TED AT THE FOLLOWING DAY5, I AT 7 r•
DAY5. TE5TING AT CONTRACTOR5 QUE5T ONLY.
PAINT, OIL, GREA5E OR OTHER CONTAMINANT-9 THAT WILL REDUCE BOND. ALL REINFORCING 5HALL BE ACCURATELY
LOCATED AND FIRMLY HELD IN PLACE BEFORE r DURING THE PLACEMENT Of • BY OF `
5UPPORT5. ALL BAR5 5HALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE A.C.I. BUILDING CODE (MO5T
RECENT ADOPTED EDITION) AND THE LATE5T MANUAL Of DARD PRACTICE.
3. CONCRETE PROTECTION FOP, RE INFORCING 5AR5:
5TRUCTURAL PART: MIN.
CONCRETE COVER
TO BE A5 fOLLOW5: BOTTOM TOP 51DE5
FOOTING5 32 2' 2N
COLUMN5/PEDE5TAL NA NA I- I/2u
WALL5 NA NA 1- 112'
4. Ali BLOCK MA50NKY WALL5 5HALL HAVE HORIZONTAL REINFORCEMENT MEDIUM DUP\-O-WALL DA 3200 LADUR
JUNCTION5 Of WALL5. MA50NRY UNIT5 5HALL BE 2 CELL HOLLOW UNIT5 CONFORMING TO A5TM C-90 NTH A
COMPRE55IVE 5TRENGTH Of #• ` ON `# • AND 5HALL BE r IN RUNNING
BOND. MORTAR 5HALL BE TYPE 5. PROVIDE DOVETAIL ANCHOR5 • • r
5.- GROUND FLOOR 5LA55, 5HALL CON515T OF 4' THICK CONCRETE 5LA5 WITH #4 AT G70- 10/ 10 WWf AT
MID-DEPTH, UNLf55 NOTED OTHERN51f, 5LAB 5HALL BE CON5TRUCTED OVER WELL COMPACTED (98% MODIFIED
PROCTOR) #i r DRAWING5 FOP, TOP Of : ELEVATION5.
CONTRACTOR ORIGINAL CON5TRUCTION DRAWING5 Of BUILDING ` #` TO
BIDDING AND r ` • ♦ TO VERIFY THE EX15TING MEMBER5 D BY THE NEW CON5TRUCTION.
• •: r ' r r •`r•
r r r• :• r ♦ i r#
PAtFABRICATED W#WD `
5HALL 15E DE51GNED, FABRICATED D ERECTED IN ACCORDANCE
EDITION, TO BE r FOLLOWING THE GUIDEUNE5 Of PUBLICATION s : i
ow
rj
TIE •
ACCORDING i THE fLORJDA r D BEAM 5HALL 13E • ♦ U5, CONTINUITY Of ♦•
5HALL 13E PROVIDED 13Y LAPPING 5PUCE5 NOT L55 THAN 30 INCHE5. CONTINUITY AT CORNEP15 TO BE PROVIDED 13Y
DENDING TWO 5AR5 FROM EACH DIRECTION AROUND THE CO P7 BY 9-10AC-&.2�_l k6AAFZ4VW0,1
FXTEND5 30 INCHE5 IN EACH WAY FROM THE CORNER. CONTINUITY AT COLUMN5 5HALL BE PROVIDED CONTINUING
R NT
.10RIZONTAL REINFORCEMENT THROUGH COLUMIN513Y BENDING HORIZONTAL REINf0 CEME IN THE COLUMN A
115TANCE OF
r♦ .# ♦
FOR CON57UCTION JOINT5 IN 5LA55 ON FILL REFER TO 5LAB5 ON FILL 5ECTION AND COORDINATE WITH
DEPTH Of BEAM X 213 WIDTH Of BEAM, CENTERED IN THE BEAM, PROVIDE EX 05ED REINFORCING TO ADEQUATELY
LOCATION Of 5LAB, AND PROVIDE A CONTINUOU5 5HEAR KEY, CENTERED IN THE SLA13 FACE. PROVIDE EXP05ED
�EINI`ORCING 5TEEL TO 5PUCE THE REINFORCING. CONTRACTOR TO 5U5M1T, ♦' APPROVAL, # ♦ Of
BULKHEAD BULKHEAD5 FOR, ALL 5TRUCTURAL ELEVIENT5 THROUGHOUT O ' •• TO COMMENCEMENT Of •'
GENERAL CONTRACTOR NOT TO EXCAVATE ADJACENT TO OR NEAR NEW 5TRUCTURE5 AFTER THEY HAVE BEEN
i r ♦i•r ' r''
# # # #
4HOP r`
NO 5HOP DRAWING5 5HALL 15E : r FOP, ARCHITE N IN E 11 1
4r #' i
CONTRACTOR WILL PROVIDE 5HORING AND RE-5HORJNG DRAWING , ALONG WITH RE-5HORJNG 5CHEDULE FOR ALL
r 5TRUCTURAL COMPONENT5, r : NOT ! BEAM5, 5LAB5, AND PRECA5T J015T5.
DRAWING5 TO BE 51GNED AND 5EALED BY A FLORIDA REG15TERED PROfE55ICNAL CIVIL OR STRUCTURAL ENGINEER FOP,
i : r `• : r
I,
UONCWI i" Tr#
2. U5E 5TANDARD LADDER-TYPE MA50NKY REINFORCING IN EVERY OTHER COUR15E Of MA50NKY BEARING AND
EXTENOR r INTO
ANCHOR 3. MERE BOLT5 ARE 5ET IN MA5ONKY : • ROUT FOP, BOLTZD -
r WOOD FOR AH WOOD • •
5. PROVIDE 8'X 8'CA5T-IN-PL-ACE OR PRECA5T CONCRETE UNTEL5 W/2#5 OVER ALL MA50NRY OPENING5 NOT fLU5H
WITH 5TRUCTURAL TO BEAR MIN, 8 INCHE5
EACH 5IDE Of OPENING.
& GROUT U5ED IN THE WORK 5HALL CONFORM TO f5C 2122,G.5.3 WITH A,5LUMP MIX Of 9"+/ 1% PROVIDE
CLEANOUT AND IN5PECTION HOLE5 r CELL5 50TTOM COUR5E. PROVIDE # AND IN5PECTION
9. GROUT U5ED IN THE WORK • ` Of •00 P51 IN 28 DAY5, FM
-#.• P51, r #♦ .
♦•r : `
ALL 5TKUCTURAL WOOD COMPONENT5 AND MEMBER5 O BE FULLY 5AWN, GRADE.5 Of : ` TO BE r
5TRUCTURAL MEMBER5 TO BE: 5OUTHERN PINE,
GRADE NO. I OR NO 2 WITH A 13OLTED CONNECTION5 TO BE COMPLETED WITH A307 GALVANIZED 5TEEL BOLT5 WITH
WA5HER5 AT EACH END.
ERECTION, AND CONNECTION5 TO : A5 PEP, RECOMMENDATION5 Of of TIMBER
i • ♦ EDITION.
PLWOOD BOARD5 FOP, 5HEATHING TO BE NAILED WITH I ♦r @ G' IN EDGE 5UPPORT AND ON #. #.
NOTED.
DRILLING Of 5TRUCTURAL MEMBER5 MU5T 13E AVOIDED. IF A550LUTELY, DIAMETER Of DPJLL 5HAI I NOT BE BIGGER
THAN 114'OF MEMBER D
PLACED WITHIN MIDDLE THIRD. Al I WOOD MEMBER5 TO BE FREE Of ALL IMPERFECTION5 A5: 5PUT5, CHECK5, OR
EXCE551VE KNOT5. ♦`
TO BE REPLACED AT # C05T TO •
WIND DE5IGN CRITERIA:
rROCEDURF-5 OF A5Ct. 7-02 5TANDARD5. THE 5A51C WIND VELOCITY WA5 TAKEN A5 14G MPH * THE IMPORTANCE
FACTOR A5 1.00. THE BA51C WIND VELOCITY WA5 TAKEN A5 14G MPH � THE IMPORTANCE FACTOR A5 1.00.
#E51GN 501L BEARING .P
ARE 51MILAR TO TH05E UPON 5 D,
I%r//
%'
FRO//,
OR!
f�0/�/E
FO/%
C;jTy 0j: SOUTH MIAM
BUILDING DEPT.
,;
• r• � it
H
DATE: 10-11-08
SFR HABITAT FOR RUMANITY
PFio.1EGT: _.IVew1 Sty sFR OF GREATER MIAMt,11iC.
ADDRESS: _ 6.045 SW 64 TR
_
South Miami, Florida
OWNER: Habitat for Humanity ;I
._ I
Anne Manning, Exec. Director_ I €'` III
305 670 -2224
REVISIONS: ERPB 1 -13 -09
3UCM22AVOR
NMRO 315IU33142
® ® ®_
3G' 5Q. CONC, f
12' 0' 2' G' " -G' 3' 4' "� '.t. � r.- FC: GROUTED ELL 5LA13 @
C M.O. M.O. 3 o LOCATION -TYP 8' CMU
I VERIFY wl MFR PORCH VERIFY L-- k
�i w /MFRS k'•:.':j
Wl 1#5 @ 40
I , , � C/C MAX. IN GROUTED
o . ' ..1 CELL5 hF3j ® 77
En
• ♦
• TE •
FUe Ct0 8 °x I G' P,I.P. TE: 8' T.E. wl 1 #5 Y FC FC FC — — FC — 2R — J� FC r �32°
CONC COL 4 #
.wl () 5 CON T. 5LL SECT. B/A2
VERT 4 #3 5TIRRUP5 @ COMPUE5 wl 2004
1 & -41 4' C/C -TYP. OF 1 12'-8' FBC 1802.1
14'-0'
Foundation Plan
Iq
I
nt
IM
LIM L@ OR 1 04
WHICHEYERtS IGREATER
'E° BAR I 6
1214 OR CANT,
wtlVl 15 GREATER
T P BAR- ---k--r
I Up. Beam Diagram N.T.5. I
cri
5TD. 90° HOOK
LAP 5PUCING 5HALL
NOT BE LE55 THAN
THEiARGER BAP,
COLUMN 51ZE, REINF'G, t
CONC. 5TRENGTH A5 NOTED
IN COLUMN 5CHEDULE -
FOR COL. TI E5, 5EE TYPICAL
COLUMN DETAIL5.
s11 G] [3
x x Q
® m
UO
d c�t7 �
5TD. 90' HOOK
FWTING 57E t
RPINPG, A5
m 5CHEDULED.
I Tvp. Concrete Column a Footing Detail N.T.S.
. LONGITUDINAL
Fooling Schedule
Schedule Beam
. I� ;I.� � III , . -•
Structural Notes [2004 FBC /ASCE 7 -021
iAr FOR 5UPEPJMP05ED D110 • r LIVE LOAD5.
REINFORCED CONCRETE:
I . CONCRETE 5HALL BE DMGNED TO 5ECURE A MIN. ULTIMATE COMPRE551VE Of 3000 '
DAY5 UNLE55 OThERN5ff NOTED ON THE PLAN. 5EE COLUMN 5CHEDULE FOR COLUMN CONCRETE 5TRENGTH. 5LUMP
5HALL BE A MIN. Of r' MAX. Of • DURING AND IMMEDIATELY AFTER DEP051TING 5HALL BY
Of # YARD5 #• FRACTION THEREOF • r 75TED AT THE FOLLOWING DAY5, I AT 7 r•
DAY5. TE5TING AT CONTRACTOR5 QUE5T ONLY.
PAINT, OIL, GREA5E OR OTHER CONTAMINANT-9 THAT WILL REDUCE BOND. ALL REINFORCING 5HALL BE ACCURATELY
LOCATED AND FIRMLY HELD IN PLACE BEFORE r DURING THE PLACEMENT Of • BY OF `
5UPPORT5. ALL BAR5 5HALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE A.C.I. BUILDING CODE (MO5T
RECENT ADOPTED EDITION) AND THE LATE5T MANUAL Of DARD PRACTICE.
3. CONCRETE PROTECTION FOP, RE INFORCING 5AR5:
5TRUCTURAL PART: MIN.
CONCRETE COVER
TO BE A5 fOLLOW5: BOTTOM TOP 51DE5
FOOTING5 32 2' 2N
COLUMN5/PEDE5TAL NA NA I- I/2u
WALL5 NA NA 1- 112'
4. Ali BLOCK MA50NKY WALL5 5HALL HAVE HORIZONTAL REINFORCEMENT MEDIUM DUP\-O-WALL DA 3200 LADUR
JUNCTION5 Of WALL5. MA50NRY UNIT5 5HALL BE 2 CELL HOLLOW UNIT5 CONFORMING TO A5TM C-90 NTH A
COMPRE55IVE 5TRENGTH Of #• ` ON `# • AND 5HALL BE r IN RUNNING
BOND. MORTAR 5HALL BE TYPE 5. PROVIDE DOVETAIL ANCHOR5 • • r
5.- GROUND FLOOR 5LA55, 5HALL CON515T OF 4' THICK CONCRETE 5LA5 WITH #4 AT G70- 10/ 10 WWf AT
MID-DEPTH, UNLf55 NOTED OTHERN51f, 5LAB 5HALL BE CON5TRUCTED OVER WELL COMPACTED (98% MODIFIED
PROCTOR) #i r DRAWING5 FOP, TOP Of : ELEVATION5.
CONTRACTOR ORIGINAL CON5TRUCTION DRAWING5 Of BUILDING ` #` TO
BIDDING AND r ` • ♦ TO VERIFY THE EX15TING MEMBER5 D BY THE NEW CON5TRUCTION.
• •: r ' r r •`r•
r r r• :• r ♦ i r#
PAtFABRICATED W#WD `
5HALL 15E DE51GNED, FABRICATED D ERECTED IN ACCORDANCE
EDITION, TO BE r FOLLOWING THE GUIDEUNE5 Of PUBLICATION s : i
ow
rj
TIE •
ACCORDING i THE fLORJDA r D BEAM 5HALL 13E • ♦ U5, CONTINUITY Of ♦•
5HALL 13E PROVIDED 13Y LAPPING 5PUCE5 NOT L55 THAN 30 INCHE5. CONTINUITY AT CORNEP15 TO BE PROVIDED 13Y
DENDING TWO 5AR5 FROM EACH DIRECTION AROUND THE CO P7 BY 9-10AC-&.2�_l k6AAFZ4VW0,1
FXTEND5 30 INCHE5 IN EACH WAY FROM THE CORNER. CONTINUITY AT COLUMN5 5HALL BE PROVIDED CONTINUING
R NT
.10RIZONTAL REINFORCEMENT THROUGH COLUMIN513Y BENDING HORIZONTAL REINf0 CEME IN THE COLUMN A
115TANCE OF
r♦ .# ♦
FOR CON57UCTION JOINT5 IN 5LA55 ON FILL REFER TO 5LAB5 ON FILL 5ECTION AND COORDINATE WITH
DEPTH Of BEAM X 213 WIDTH Of BEAM, CENTERED IN THE BEAM, PROVIDE EX 05ED REINFORCING TO ADEQUATELY
LOCATION Of 5LAB, AND PROVIDE A CONTINUOU5 5HEAR KEY, CENTERED IN THE SLA13 FACE. PROVIDE EXP05ED
�EINI`ORCING 5TEEL TO 5PUCE THE REINFORCING. CONTRACTOR TO 5U5M1T, ♦' APPROVAL, # ♦ Of
BULKHEAD BULKHEAD5 FOR, ALL 5TRUCTURAL ELEVIENT5 THROUGHOUT O ' •• TO COMMENCEMENT Of •'
GENERAL CONTRACTOR NOT TO EXCAVATE ADJACENT TO OR NEAR NEW 5TRUCTURE5 AFTER THEY HAVE BEEN
i r ♦i•r ' r''
# # # #
4HOP r`
NO 5HOP DRAWING5 5HALL 15E : r FOP, ARCHITE N IN E 11 1
4r #' i
CONTRACTOR WILL PROVIDE 5HORING AND RE-5HORJNG DRAWING , ALONG WITH RE-5HORJNG 5CHEDULE FOR ALL
r 5TRUCTURAL COMPONENT5, r : NOT ! BEAM5, 5LAB5, AND PRECA5T J015T5.
DRAWING5 TO BE 51GNED AND 5EALED BY A FLORIDA REG15TERED PROfE55ICNAL CIVIL OR STRUCTURAL ENGINEER FOP,
i : r `• : r
I,
UONCWI i" Tr#
2. U5E 5TANDARD LADDER-TYPE MA50NKY REINFORCING IN EVERY OTHER COUR15E Of MA50NKY BEARING AND
EXTENOR r INTO
ANCHOR 3. MERE BOLT5 ARE 5ET IN MA5ONKY : • ROUT FOP, BOLTZD -
r WOOD FOR AH WOOD • •
5. PROVIDE 8'X 8'CA5T-IN-PL-ACE OR PRECA5T CONCRETE UNTEL5 W/2#5 OVER ALL MA50NRY OPENING5 NOT fLU5H
WITH 5TRUCTURAL TO BEAR MIN, 8 INCHE5
EACH 5IDE Of OPENING.
& GROUT U5ED IN THE WORK 5HALL CONFORM TO f5C 2122,G.5.3 WITH A,5LUMP MIX Of 9"+/ 1% PROVIDE
CLEANOUT AND IN5PECTION HOLE5 r CELL5 50TTOM COUR5E. PROVIDE # AND IN5PECTION
9. GROUT U5ED IN THE WORK • ` Of •00 P51 IN 28 DAY5, FM
-#.• P51, r #♦ .
♦•r : `
ALL 5TKUCTURAL WOOD COMPONENT5 AND MEMBER5 O BE FULLY 5AWN, GRADE.5 Of : ` TO BE r
5TRUCTURAL MEMBER5 TO BE: 5OUTHERN PINE,
GRADE NO. I OR NO 2 WITH A 13OLTED CONNECTION5 TO BE COMPLETED WITH A307 GALVANIZED 5TEEL BOLT5 WITH
WA5HER5 AT EACH END.
ERECTION, AND CONNECTION5 TO : A5 PEP, RECOMMENDATION5 Of of TIMBER
i • ♦ EDITION.
PLWOOD BOARD5 FOP, 5HEATHING TO BE NAILED WITH I ♦r @ G' IN EDGE 5UPPORT AND ON #. #.
NOTED.
DRILLING Of 5TRUCTURAL MEMBER5 MU5T 13E AVOIDED. IF A550LUTELY, DIAMETER Of DPJLL 5HAI I NOT BE BIGGER
THAN 114'OF MEMBER D
PLACED WITHIN MIDDLE THIRD. Al I WOOD MEMBER5 TO BE FREE Of ALL IMPERFECTION5 A5: 5PUT5, CHECK5, OR
EXCE551VE KNOT5. ♦`
TO BE REPLACED AT # C05T TO •
WIND DE5IGN CRITERIA:
rROCEDURF-5 OF A5Ct. 7-02 5TANDARD5. THE 5A51C WIND VELOCITY WA5 TAKEN A5 14G MPH * THE IMPORTANCE
FACTOR A5 1.00. THE BA51C WIND VELOCITY WA5 TAKEN A5 14G MPH � THE IMPORTANCE FACTOR A5 1.00.
#E51GN 501L BEARING .P
ARE 51MILAR TO TH05E UPON 5 D,
I%r//
%'
FRO//,
OR!
f�0/�/E
FO/%
C;jTy 0j: SOUTH MIAM
BUILDING DEPT.
,;
• r• � it
H
DATE: 10-11-08
SFR HABITAT FOR RUMANITY
PFio.1EGT: _.IVew1 Sty sFR OF GREATER MIAMt,11iC.
ADDRESS: _ 6.045 SW 64 TR
_
South Miami, Florida
OWNER: Habitat for Humanity ;I
._ I
Anne Manning, Exec. Director_ I €'` III
305 670 -2224
REVISIONS: ERPB 1 -13 -09
3UCM22AVOR
NMRO 315IU33142
.wl () 5 CON T. 5LL SECT. B/A2
VERT 4 #3 5TIRRUP5 @ COMPUE5 wl 2004
1 & -41 4' C/C -TYP. OF 1 12'-8' FBC 1802.1
14'-0'
Foundation Plan
Iq
I
nt
IM
LIM L@ OR 1 04
WHICHEYERtS IGREATER
'E° BAR I 6
1214 OR CANT,
wtlVl 15 GREATER
T P BAR- ---k--r
I Up. Beam Diagram N.T.5. I
cri
5TD. 90° HOOK
LAP 5PUCING 5HALL
NOT BE LE55 THAN
THEiARGER BAP,
COLUMN 51ZE, REINF'G, t
CONC. 5TRENGTH A5 NOTED
IN COLUMN 5CHEDULE -
FOR COL. TI E5, 5EE TYPICAL
COLUMN DETAIL5.
s11 G] [3
x x Q
® m
UO
d c�t7 �
5TD. 90' HOOK
FWTING 57E t
RPINPG, A5
m 5CHEDULED.
I Tvp. Concrete Column a Footing Detail N.T.S.
. LONGITUDINAL
Fooling Schedule
Schedule Beam
. I� ;I.� � III , . -•
Structural Notes [2004 FBC /ASCE 7 -021
iAr FOR 5UPEPJMP05ED D110 • r LIVE LOAD5.
REINFORCED CONCRETE:
I . CONCRETE 5HALL BE DMGNED TO 5ECURE A MIN. ULTIMATE COMPRE551VE Of 3000 '
DAY5 UNLE55 OThERN5ff NOTED ON THE PLAN. 5EE COLUMN 5CHEDULE FOR COLUMN CONCRETE 5TRENGTH. 5LUMP
5HALL BE A MIN. Of r' MAX. Of • DURING AND IMMEDIATELY AFTER DEP051TING 5HALL BY
Of # YARD5 #• FRACTION THEREOF • r 75TED AT THE FOLLOWING DAY5, I AT 7 r•
DAY5. TE5TING AT CONTRACTOR5 QUE5T ONLY.
PAINT, OIL, GREA5E OR OTHER CONTAMINANT-9 THAT WILL REDUCE BOND. ALL REINFORCING 5HALL BE ACCURATELY
LOCATED AND FIRMLY HELD IN PLACE BEFORE r DURING THE PLACEMENT Of • BY OF `
5UPPORT5. ALL BAR5 5HALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE A.C.I. BUILDING CODE (MO5T
RECENT ADOPTED EDITION) AND THE LATE5T MANUAL Of DARD PRACTICE.
3. CONCRETE PROTECTION FOP, RE INFORCING 5AR5:
5TRUCTURAL PART: MIN.
CONCRETE COVER
TO BE A5 fOLLOW5: BOTTOM TOP 51DE5
FOOTING5 32 2' 2N
COLUMN5/PEDE5TAL NA NA I- I/2u
WALL5 NA NA 1- 112'
4. Ali BLOCK MA50NKY WALL5 5HALL HAVE HORIZONTAL REINFORCEMENT MEDIUM DUP\-O-WALL DA 3200 LADUR
JUNCTION5 Of WALL5. MA50NRY UNIT5 5HALL BE 2 CELL HOLLOW UNIT5 CONFORMING TO A5TM C-90 NTH A
COMPRE55IVE 5TRENGTH Of #• ` ON `# • AND 5HALL BE r IN RUNNING
BOND. MORTAR 5HALL BE TYPE 5. PROVIDE DOVETAIL ANCHOR5 • • r
5.- GROUND FLOOR 5LA55, 5HALL CON515T OF 4' THICK CONCRETE 5LA5 WITH #4 AT G70- 10/ 10 WWf AT
MID-DEPTH, UNLf55 NOTED OTHERN51f, 5LAB 5HALL BE CON5TRUCTED OVER WELL COMPACTED (98% MODIFIED
PROCTOR) #i r DRAWING5 FOP, TOP Of : ELEVATION5.
CONTRACTOR ORIGINAL CON5TRUCTION DRAWING5 Of BUILDING ` #` TO
BIDDING AND r ` • ♦ TO VERIFY THE EX15TING MEMBER5 D BY THE NEW CON5TRUCTION.
• •: r ' r r •`r•
r r r• :• r ♦ i r#
PAtFABRICATED W#WD `
5HALL 15E DE51GNED, FABRICATED D ERECTED IN ACCORDANCE
EDITION, TO BE r FOLLOWING THE GUIDEUNE5 Of PUBLICATION s : i
ow
rj
TIE •
ACCORDING i THE fLORJDA r D BEAM 5HALL 13E • ♦ U5, CONTINUITY Of ♦•
5HALL 13E PROVIDED 13Y LAPPING 5PUCE5 NOT L55 THAN 30 INCHE5. CONTINUITY AT CORNEP15 TO BE PROVIDED 13Y
DENDING TWO 5AR5 FROM EACH DIRECTION AROUND THE CO P7 BY 9-10AC-&.2�_l k6AAFZ4VW0,1
FXTEND5 30 INCHE5 IN EACH WAY FROM THE CORNER. CONTINUITY AT COLUMN5 5HALL BE PROVIDED CONTINUING
R NT
.10RIZONTAL REINFORCEMENT THROUGH COLUMIN513Y BENDING HORIZONTAL REINf0 CEME IN THE COLUMN A
115TANCE OF
r♦ .# ♦
FOR CON57UCTION JOINT5 IN 5LA55 ON FILL REFER TO 5LAB5 ON FILL 5ECTION AND COORDINATE WITH
DEPTH Of BEAM X 213 WIDTH Of BEAM, CENTERED IN THE BEAM, PROVIDE EX 05ED REINFORCING TO ADEQUATELY
LOCATION Of 5LAB, AND PROVIDE A CONTINUOU5 5HEAR KEY, CENTERED IN THE SLA13 FACE. PROVIDE EXP05ED
�EINI`ORCING 5TEEL TO 5PUCE THE REINFORCING. CONTRACTOR TO 5U5M1T, ♦' APPROVAL, # ♦ Of
BULKHEAD BULKHEAD5 FOR, ALL 5TRUCTURAL ELEVIENT5 THROUGHOUT O ' •• TO COMMENCEMENT Of •'
GENERAL CONTRACTOR NOT TO EXCAVATE ADJACENT TO OR NEAR NEW 5TRUCTURE5 AFTER THEY HAVE BEEN
i r ♦i•r ' r''
# # # #
4HOP r`
NO 5HOP DRAWING5 5HALL 15E : r FOP, ARCHITE N IN E 11 1
4r #' i
CONTRACTOR WILL PROVIDE 5HORING AND RE-5HORJNG DRAWING , ALONG WITH RE-5HORJNG 5CHEDULE FOR ALL
r 5TRUCTURAL COMPONENT5, r : NOT ! BEAM5, 5LAB5, AND PRECA5T J015T5.
DRAWING5 TO BE 51GNED AND 5EALED BY A FLORIDA REG15TERED PROfE55ICNAL CIVIL OR STRUCTURAL ENGINEER FOP,
i : r `• : r
I,
UONCWI i" Tr#
2. U5E 5TANDARD LADDER-TYPE MA50NKY REINFORCING IN EVERY OTHER COUR15E Of MA50NKY BEARING AND
EXTENOR r INTO
ANCHOR 3. MERE BOLT5 ARE 5ET IN MA5ONKY : • ROUT FOP, BOLTZD -
r WOOD FOR AH WOOD • •
5. PROVIDE 8'X 8'CA5T-IN-PL-ACE OR PRECA5T CONCRETE UNTEL5 W/2#5 OVER ALL MA50NRY OPENING5 NOT fLU5H
WITH 5TRUCTURAL TO BEAR MIN, 8 INCHE5
EACH 5IDE Of OPENING.
& GROUT U5ED IN THE WORK 5HALL CONFORM TO f5C 2122,G.5.3 WITH A,5LUMP MIX Of 9"+/ 1% PROVIDE
CLEANOUT AND IN5PECTION HOLE5 r CELL5 50TTOM COUR5E. PROVIDE # AND IN5PECTION
9. GROUT U5ED IN THE WORK • ` Of •00 P51 IN 28 DAY5, FM
-#.• P51, r #♦ .
♦•r : `
ALL 5TKUCTURAL WOOD COMPONENT5 AND MEMBER5 O BE FULLY 5AWN, GRADE.5 Of : ` TO BE r
5TRUCTURAL MEMBER5 TO BE: 5OUTHERN PINE,
GRADE NO. I OR NO 2 WITH A 13OLTED CONNECTION5 TO BE COMPLETED WITH A307 GALVANIZED 5TEEL BOLT5 WITH
WA5HER5 AT EACH END.
ERECTION, AND CONNECTION5 TO : A5 PEP, RECOMMENDATION5 Of of TIMBER
i • ♦ EDITION.
PLWOOD BOARD5 FOP, 5HEATHING TO BE NAILED WITH I ♦r @ G' IN EDGE 5UPPORT AND ON #. #.
NOTED.
DRILLING Of 5TRUCTURAL MEMBER5 MU5T 13E AVOIDED. IF A550LUTELY, DIAMETER Of DPJLL 5HAI I NOT BE BIGGER
THAN 114'OF MEMBER D
PLACED WITHIN MIDDLE THIRD. Al I WOOD MEMBER5 TO BE FREE Of ALL IMPERFECTION5 A5: 5PUT5, CHECK5, OR
EXCE551VE KNOT5. ♦`
TO BE REPLACED AT # C05T TO •
WIND DE5IGN CRITERIA:
rROCEDURF-5 OF A5Ct. 7-02 5TANDARD5. THE 5A51C WIND VELOCITY WA5 TAKEN A5 14G MPH * THE IMPORTANCE
FACTOR A5 1.00. THE BA51C WIND VELOCITY WA5 TAKEN A5 14G MPH � THE IMPORTANCE FACTOR A5 1.00.
#E51GN 501L BEARING .P
ARE 51MILAR TO TH05E UPON 5 D,
I%r//
%'
FRO//,
OR!
f�0/�/E
FO/%
C;jTy 0j: SOUTH MIAM
BUILDING DEPT.
,;
• r• � it
H
DATE: 10-11-08
SFR HABITAT FOR RUMANITY
PFio.1EGT: _.IVew1 Sty sFR OF GREATER MIAMt,11iC.
ADDRESS: _ 6.045 SW 64 TR
_
South Miami, Florida
OWNER: Habitat for Humanity ;I
._ I
Anne Manning, Exec. Director_ I €'` III
305 670 -2224
REVISIONS: ERPB 1 -13 -09
3UCM22AVOR
NMRO 315IU33142
I Tvp. Concrete Column a Footing Detail N.T.S.
. LONGITUDINAL
Fooling Schedule
Schedule Beam
. I� ;I.� � III , . -•
Structural Notes [2004 FBC /ASCE 7 -021
iAr FOR 5UPEPJMP05ED D110 • r LIVE LOAD5.
REINFORCED CONCRETE:
I . CONCRETE 5HALL BE DMGNED TO 5ECURE A MIN. ULTIMATE COMPRE551VE Of 3000 '
DAY5 UNLE55 OThERN5ff NOTED ON THE PLAN. 5EE COLUMN 5CHEDULE FOR COLUMN CONCRETE 5TRENGTH. 5LUMP
5HALL BE A MIN. Of r' MAX. Of • DURING AND IMMEDIATELY AFTER DEP051TING 5HALL BY
Of # YARD5 #• FRACTION THEREOF • r 75TED AT THE FOLLOWING DAY5, I AT 7 r•
DAY5. TE5TING AT CONTRACTOR5 QUE5T ONLY.
PAINT, OIL, GREA5E OR OTHER CONTAMINANT-9 THAT WILL REDUCE BOND. ALL REINFORCING 5HALL BE ACCURATELY
LOCATED AND FIRMLY HELD IN PLACE BEFORE r DURING THE PLACEMENT Of • BY OF `
5UPPORT5. ALL BAR5 5HALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE A.C.I. BUILDING CODE (MO5T
RECENT ADOPTED EDITION) AND THE LATE5T MANUAL Of DARD PRACTICE.
3. CONCRETE PROTECTION FOP, RE INFORCING 5AR5:
5TRUCTURAL PART: MIN.
CONCRETE COVER
TO BE A5 fOLLOW5: BOTTOM TOP 51DE5
FOOTING5 32 2' 2N
COLUMN5/PEDE5TAL NA NA I- I/2u
WALL5 NA NA 1- 112'
4. Ali BLOCK MA50NKY WALL5 5HALL HAVE HORIZONTAL REINFORCEMENT MEDIUM DUP\-O-WALL DA 3200 LADUR
JUNCTION5 Of WALL5. MA50NRY UNIT5 5HALL BE 2 CELL HOLLOW UNIT5 CONFORMING TO A5TM C-90 NTH A
COMPRE55IVE 5TRENGTH Of #• ` ON `# • AND 5HALL BE r IN RUNNING
BOND. MORTAR 5HALL BE TYPE 5. PROVIDE DOVETAIL ANCHOR5 • • r
5.- GROUND FLOOR 5LA55, 5HALL CON515T OF 4' THICK CONCRETE 5LA5 WITH #4 AT G70- 10/ 10 WWf AT
MID-DEPTH, UNLf55 NOTED OTHERN51f, 5LAB 5HALL BE CON5TRUCTED OVER WELL COMPACTED (98% MODIFIED
PROCTOR) #i r DRAWING5 FOP, TOP Of : ELEVATION5.
CONTRACTOR ORIGINAL CON5TRUCTION DRAWING5 Of BUILDING ` #` TO
BIDDING AND r ` • ♦ TO VERIFY THE EX15TING MEMBER5 D BY THE NEW CON5TRUCTION.
• •: r ' r r •`r•
r r r• :• r ♦ i r#
PAtFABRICATED W#WD `
5HALL 15E DE51GNED, FABRICATED D ERECTED IN ACCORDANCE
EDITION, TO BE r FOLLOWING THE GUIDEUNE5 Of PUBLICATION s : i
ow
rj
TIE •
ACCORDING i THE fLORJDA r D BEAM 5HALL 13E • ♦ U5, CONTINUITY Of ♦•
5HALL 13E PROVIDED 13Y LAPPING 5PUCE5 NOT L55 THAN 30 INCHE5. CONTINUITY AT CORNEP15 TO BE PROVIDED 13Y
DENDING TWO 5AR5 FROM EACH DIRECTION AROUND THE CO P7 BY 9-10AC-&.2�_l k6AAFZ4VW0,1
FXTEND5 30 INCHE5 IN EACH WAY FROM THE CORNER. CONTINUITY AT COLUMN5 5HALL BE PROVIDED CONTINUING
R NT
.10RIZONTAL REINFORCEMENT THROUGH COLUMIN513Y BENDING HORIZONTAL REINf0 CEME IN THE COLUMN A
115TANCE OF
r♦ .# ♦
FOR CON57UCTION JOINT5 IN 5LA55 ON FILL REFER TO 5LAB5 ON FILL 5ECTION AND COORDINATE WITH
DEPTH Of BEAM X 213 WIDTH Of BEAM, CENTERED IN THE BEAM, PROVIDE EX 05ED REINFORCING TO ADEQUATELY
LOCATION Of 5LAB, AND PROVIDE A CONTINUOU5 5HEAR KEY, CENTERED IN THE SLA13 FACE. PROVIDE EXP05ED
�EINI`ORCING 5TEEL TO 5PUCE THE REINFORCING. CONTRACTOR TO 5U5M1T, ♦' APPROVAL, # ♦ Of
BULKHEAD BULKHEAD5 FOR, ALL 5TRUCTURAL ELEVIENT5 THROUGHOUT O ' •• TO COMMENCEMENT Of •'
GENERAL CONTRACTOR NOT TO EXCAVATE ADJACENT TO OR NEAR NEW 5TRUCTURE5 AFTER THEY HAVE BEEN
i r ♦i•r ' r''
# # # #
4HOP r`
NO 5HOP DRAWING5 5HALL 15E : r FOP, ARCHITE N IN E 11 1
4r #' i
CONTRACTOR WILL PROVIDE 5HORING AND RE-5HORJNG DRAWING , ALONG WITH RE-5HORJNG 5CHEDULE FOR ALL
r 5TRUCTURAL COMPONENT5, r : NOT ! BEAM5, 5LAB5, AND PRECA5T J015T5.
DRAWING5 TO BE 51GNED AND 5EALED BY A FLORIDA REG15TERED PROfE55ICNAL CIVIL OR STRUCTURAL ENGINEER FOP,
i : r `• : r
I,
UONCWI i" Tr#
2. U5E 5TANDARD LADDER-TYPE MA50NKY REINFORCING IN EVERY OTHER COUR15E Of MA50NKY BEARING AND
EXTENOR r INTO
ANCHOR 3. MERE BOLT5 ARE 5ET IN MA5ONKY : • ROUT FOP, BOLTZD -
r WOOD FOR AH WOOD • •
5. PROVIDE 8'X 8'CA5T-IN-PL-ACE OR PRECA5T CONCRETE UNTEL5 W/2#5 OVER ALL MA50NRY OPENING5 NOT fLU5H
WITH 5TRUCTURAL TO BEAR MIN, 8 INCHE5
EACH 5IDE Of OPENING.
& GROUT U5ED IN THE WORK 5HALL CONFORM TO f5C 2122,G.5.3 WITH A,5LUMP MIX Of 9"+/ 1% PROVIDE
CLEANOUT AND IN5PECTION HOLE5 r CELL5 50TTOM COUR5E. PROVIDE # AND IN5PECTION
9. GROUT U5ED IN THE WORK • ` Of •00 P51 IN 28 DAY5, FM
-#.• P51, r #♦ .
♦•r : `
ALL 5TKUCTURAL WOOD COMPONENT5 AND MEMBER5 O BE FULLY 5AWN, GRADE.5 Of : ` TO BE r
5TRUCTURAL MEMBER5 TO BE: 5OUTHERN PINE,
GRADE NO. I OR NO 2 WITH A 13OLTED CONNECTION5 TO BE COMPLETED WITH A307 GALVANIZED 5TEEL BOLT5 WITH
WA5HER5 AT EACH END.
ERECTION, AND CONNECTION5 TO : A5 PEP, RECOMMENDATION5 Of of TIMBER
i • ♦ EDITION.
PLWOOD BOARD5 FOP, 5HEATHING TO BE NAILED WITH I ♦r @ G' IN EDGE 5UPPORT AND ON #. #.
NOTED.
DRILLING Of 5TRUCTURAL MEMBER5 MU5T 13E AVOIDED. IF A550LUTELY, DIAMETER Of DPJLL 5HAI I NOT BE BIGGER
THAN 114'OF MEMBER D
PLACED WITHIN MIDDLE THIRD. Al I WOOD MEMBER5 TO BE FREE Of ALL IMPERFECTION5 A5: 5PUT5, CHECK5, OR
EXCE551VE KNOT5. ♦`
TO BE REPLACED AT # C05T TO •
WIND DE5IGN CRITERIA:
rROCEDURF-5 OF A5Ct. 7-02 5TANDARD5. THE 5A51C WIND VELOCITY WA5 TAKEN A5 14G MPH * THE IMPORTANCE
FACTOR A5 1.00. THE BA51C WIND VELOCITY WA5 TAKEN A5 14G MPH � THE IMPORTANCE FACTOR A5 1.00.
#E51GN 501L BEARING .P
ARE 51MILAR TO TH05E UPON 5 D,
I%r//
%'
FRO//,
OR!
f�0/�/E
FO/%
C;jTy 0j: SOUTH MIAM
BUILDING DEPT.
,;
• r• � it
H
DATE: 10-11-08
SFR HABITAT FOR RUMANITY
PFio.1EGT: _.IVew1 Sty sFR OF GREATER MIAMt,11iC.
ADDRESS: _ 6.045 SW 64 TR
_
South Miami, Florida
OWNER: Habitat for Humanity ;I
._ I
Anne Manning, Exec. Director_ I €'` III
305 670 -2224
REVISIONS: ERPB 1 -13 -09
3UCM22AVOR
NMRO 315IU33142
Schedule Beam
. I� ;I.� � III , . -•
Structural Notes [2004 FBC /ASCE 7 -021
iAr FOR 5UPEPJMP05ED D110 • r LIVE LOAD5.
REINFORCED CONCRETE:
I . CONCRETE 5HALL BE DMGNED TO 5ECURE A MIN. ULTIMATE COMPRE551VE Of 3000 '
DAY5 UNLE55 OThERN5ff NOTED ON THE PLAN. 5EE COLUMN 5CHEDULE FOR COLUMN CONCRETE 5TRENGTH. 5LUMP
5HALL BE A MIN. Of r' MAX. Of • DURING AND IMMEDIATELY AFTER DEP051TING 5HALL BY
Of # YARD5 #• FRACTION THEREOF • r 75TED AT THE FOLLOWING DAY5, I AT 7 r•
DAY5. TE5TING AT CONTRACTOR5 QUE5T ONLY.
PAINT, OIL, GREA5E OR OTHER CONTAMINANT-9 THAT WILL REDUCE BOND. ALL REINFORCING 5HALL BE ACCURATELY
LOCATED AND FIRMLY HELD IN PLACE BEFORE r DURING THE PLACEMENT Of • BY OF `
5UPPORT5. ALL BAR5 5HALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE A.C.I. BUILDING CODE (MO5T
RECENT ADOPTED EDITION) AND THE LATE5T MANUAL Of DARD PRACTICE.
3. CONCRETE PROTECTION FOP, RE INFORCING 5AR5:
5TRUCTURAL PART: MIN.
CONCRETE COVER
TO BE A5 fOLLOW5: BOTTOM TOP 51DE5
FOOTING5 32 2' 2N
COLUMN5/PEDE5TAL NA NA I- I/2u
WALL5 NA NA 1- 112'
4. Ali BLOCK MA50NKY WALL5 5HALL HAVE HORIZONTAL REINFORCEMENT MEDIUM DUP\-O-WALL DA 3200 LADUR
JUNCTION5 Of WALL5. MA50NRY UNIT5 5HALL BE 2 CELL HOLLOW UNIT5 CONFORMING TO A5TM C-90 NTH A
COMPRE55IVE 5TRENGTH Of #• ` ON `# • AND 5HALL BE r IN RUNNING
BOND. MORTAR 5HALL BE TYPE 5. PROVIDE DOVETAIL ANCHOR5 • • r
5.- GROUND FLOOR 5LA55, 5HALL CON515T OF 4' THICK CONCRETE 5LA5 WITH #4 AT G70- 10/ 10 WWf AT
MID-DEPTH, UNLf55 NOTED OTHERN51f, 5LAB 5HALL BE CON5TRUCTED OVER WELL COMPACTED (98% MODIFIED
PROCTOR) #i r DRAWING5 FOP, TOP Of : ELEVATION5.
CONTRACTOR ORIGINAL CON5TRUCTION DRAWING5 Of BUILDING ` #` TO
BIDDING AND r ` • ♦ TO VERIFY THE EX15TING MEMBER5 D BY THE NEW CON5TRUCTION.
• •: r ' r r •`r•
r r r• :• r ♦ i r#
PAtFABRICATED W#WD `
5HALL 15E DE51GNED, FABRICATED D ERECTED IN ACCORDANCE
EDITION, TO BE r FOLLOWING THE GUIDEUNE5 Of PUBLICATION s : i
ow
rj
TIE •
ACCORDING i THE fLORJDA r D BEAM 5HALL 13E • ♦ U5, CONTINUITY Of ♦•
5HALL 13E PROVIDED 13Y LAPPING 5PUCE5 NOT L55 THAN 30 INCHE5. CONTINUITY AT CORNEP15 TO BE PROVIDED 13Y
DENDING TWO 5AR5 FROM EACH DIRECTION AROUND THE CO P7 BY 9-10AC-&.2�_l k6AAFZ4VW0,1
FXTEND5 30 INCHE5 IN EACH WAY FROM THE CORNER. CONTINUITY AT COLUMN5 5HALL BE PROVIDED CONTINUING
R NT
.10RIZONTAL REINFORCEMENT THROUGH COLUMIN513Y BENDING HORIZONTAL REINf0 CEME IN THE COLUMN A
115TANCE OF
r♦ .# ♦
FOR CON57UCTION JOINT5 IN 5LA55 ON FILL REFER TO 5LAB5 ON FILL 5ECTION AND COORDINATE WITH
DEPTH Of BEAM X 213 WIDTH Of BEAM, CENTERED IN THE BEAM, PROVIDE EX 05ED REINFORCING TO ADEQUATELY
LOCATION Of 5LAB, AND PROVIDE A CONTINUOU5 5HEAR KEY, CENTERED IN THE SLA13 FACE. PROVIDE EXP05ED
�EINI`ORCING 5TEEL TO 5PUCE THE REINFORCING. CONTRACTOR TO 5U5M1T, ♦' APPROVAL, # ♦ Of
BULKHEAD BULKHEAD5 FOR, ALL 5TRUCTURAL ELEVIENT5 THROUGHOUT O ' •• TO COMMENCEMENT Of •'
GENERAL CONTRACTOR NOT TO EXCAVATE ADJACENT TO OR NEAR NEW 5TRUCTURE5 AFTER THEY HAVE BEEN
i r ♦i•r ' r''
# # # #
4HOP r`
NO 5HOP DRAWING5 5HALL 15E : r FOP, ARCHITE N IN E 11 1
4r #' i
CONTRACTOR WILL PROVIDE 5HORING AND RE-5HORJNG DRAWING , ALONG WITH RE-5HORJNG 5CHEDULE FOR ALL
r 5TRUCTURAL COMPONENT5, r : NOT ! BEAM5, 5LAB5, AND PRECA5T J015T5.
DRAWING5 TO BE 51GNED AND 5EALED BY A FLORIDA REG15TERED PROfE55ICNAL CIVIL OR STRUCTURAL ENGINEER FOP,
i : r `• : r
I,
UONCWI i" Tr#
2. U5E 5TANDARD LADDER-TYPE MA50NKY REINFORCING IN EVERY OTHER COUR15E Of MA50NKY BEARING AND
EXTENOR r INTO
ANCHOR 3. MERE BOLT5 ARE 5ET IN MA5ONKY : • ROUT FOP, BOLTZD -
r WOOD FOR AH WOOD • •
5. PROVIDE 8'X 8'CA5T-IN-PL-ACE OR PRECA5T CONCRETE UNTEL5 W/2#5 OVER ALL MA50NRY OPENING5 NOT fLU5H
WITH 5TRUCTURAL TO BEAR MIN, 8 INCHE5
EACH 5IDE Of OPENING.
& GROUT U5ED IN THE WORK 5HALL CONFORM TO f5C 2122,G.5.3 WITH A,5LUMP MIX Of 9"+/ 1% PROVIDE
CLEANOUT AND IN5PECTION HOLE5 r CELL5 50TTOM COUR5E. PROVIDE # AND IN5PECTION
9. GROUT U5ED IN THE WORK • ` Of •00 P51 IN 28 DAY5, FM
-#.• P51, r #♦ .
♦•r : `
ALL 5TKUCTURAL WOOD COMPONENT5 AND MEMBER5 O BE FULLY 5AWN, GRADE.5 Of : ` TO BE r
5TRUCTURAL MEMBER5 TO BE: 5OUTHERN PINE,
GRADE NO. I OR NO 2 WITH A 13OLTED CONNECTION5 TO BE COMPLETED WITH A307 GALVANIZED 5TEEL BOLT5 WITH
WA5HER5 AT EACH END.
ERECTION, AND CONNECTION5 TO : A5 PEP, RECOMMENDATION5 Of of TIMBER
i • ♦ EDITION.
PLWOOD BOARD5 FOP, 5HEATHING TO BE NAILED WITH I ♦r @ G' IN EDGE 5UPPORT AND ON #. #.
NOTED.
DRILLING Of 5TRUCTURAL MEMBER5 MU5T 13E AVOIDED. IF A550LUTELY, DIAMETER Of DPJLL 5HAI I NOT BE BIGGER
THAN 114'OF MEMBER D
PLACED WITHIN MIDDLE THIRD. Al I WOOD MEMBER5 TO BE FREE Of ALL IMPERFECTION5 A5: 5PUT5, CHECK5, OR
EXCE551VE KNOT5. ♦`
TO BE REPLACED AT # C05T TO •
WIND DE5IGN CRITERIA:
rROCEDURF-5 OF A5Ct. 7-02 5TANDARD5. THE 5A51C WIND VELOCITY WA5 TAKEN A5 14G MPH * THE IMPORTANCE
FACTOR A5 1.00. THE BA51C WIND VELOCITY WA5 TAKEN A5 14G MPH � THE IMPORTANCE FACTOR A5 1.00.
#E51GN 501L BEARING .P
ARE 51MILAR TO TH05E UPON 5 D,
I%r//
%'
FRO//,
OR!
f�0/�/E
FO/%
C;jTy 0j: SOUTH MIAM
BUILDING DEPT.
,;
• r• � it
H
DATE: 10-11-08
SFR HABITAT FOR RUMANITY
PFio.1EGT: _.IVew1 Sty sFR OF GREATER MIAMt,11iC.
ADDRESS: _ 6.045 SW 64 TR
_
South Miami, Florida
OWNER: Habitat for Humanity ;I
._ I
Anne Manning, Exec. Director_ I €'` III
305 670 -2224
REVISIONS: ERPB 1 -13 -09
3UCM22AVOR
NMRO 315IU33142
Structural Notes [2004 FBC /ASCE 7 -021
iAr FOR 5UPEPJMP05ED D110 • r LIVE LOAD5.
REINFORCED CONCRETE:
I . CONCRETE 5HALL BE DMGNED TO 5ECURE A MIN. ULTIMATE COMPRE551VE Of 3000 '
DAY5 UNLE55 OThERN5ff NOTED ON THE PLAN. 5EE COLUMN 5CHEDULE FOR COLUMN CONCRETE 5TRENGTH. 5LUMP
5HALL BE A MIN. Of r' MAX. Of • DURING AND IMMEDIATELY AFTER DEP051TING 5HALL BY
Of # YARD5 #• FRACTION THEREOF • r 75TED AT THE FOLLOWING DAY5, I AT 7 r•
DAY5. TE5TING AT CONTRACTOR5 QUE5T ONLY.
PAINT, OIL, GREA5E OR OTHER CONTAMINANT-9 THAT WILL REDUCE BOND. ALL REINFORCING 5HALL BE ACCURATELY
LOCATED AND FIRMLY HELD IN PLACE BEFORE r DURING THE PLACEMENT Of • BY OF `
5UPPORT5. ALL BAR5 5HALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE A.C.I. BUILDING CODE (MO5T
RECENT ADOPTED EDITION) AND THE LATE5T MANUAL Of DARD PRACTICE.
3. CONCRETE PROTECTION FOP, RE INFORCING 5AR5:
5TRUCTURAL PART: MIN.
CONCRETE COVER
TO BE A5 fOLLOW5: BOTTOM TOP 51DE5
FOOTING5 32 2' 2N
COLUMN5/PEDE5TAL NA NA I- I/2u
WALL5 NA NA 1- 112'
4. Ali BLOCK MA50NKY WALL5 5HALL HAVE HORIZONTAL REINFORCEMENT MEDIUM DUP\-O-WALL DA 3200 LADUR
JUNCTION5 Of WALL5. MA50NRY UNIT5 5HALL BE 2 CELL HOLLOW UNIT5 CONFORMING TO A5TM C-90 NTH A
COMPRE55IVE 5TRENGTH Of #• ` ON `# • AND 5HALL BE r IN RUNNING
BOND. MORTAR 5HALL BE TYPE 5. PROVIDE DOVETAIL ANCHOR5 • • r
5.- GROUND FLOOR 5LA55, 5HALL CON515T OF 4' THICK CONCRETE 5LA5 WITH #4 AT G70- 10/ 10 WWf AT
MID-DEPTH, UNLf55 NOTED OTHERN51f, 5LAB 5HALL BE CON5TRUCTED OVER WELL COMPACTED (98% MODIFIED
PROCTOR) #i r DRAWING5 FOP, TOP Of : ELEVATION5.
CONTRACTOR ORIGINAL CON5TRUCTION DRAWING5 Of BUILDING ` #` TO
BIDDING AND r ` • ♦ TO VERIFY THE EX15TING MEMBER5 D BY THE NEW CON5TRUCTION.
• •: r ' r r •`r•
r r r• :• r ♦ i r#
PAtFABRICATED W#WD `
5HALL 15E DE51GNED, FABRICATED D ERECTED IN ACCORDANCE
EDITION, TO BE r FOLLOWING THE GUIDEUNE5 Of PUBLICATION s : i
ow
rj
TIE •
ACCORDING i THE fLORJDA r D BEAM 5HALL 13E • ♦ U5, CONTINUITY Of ♦•
5HALL 13E PROVIDED 13Y LAPPING 5PUCE5 NOT L55 THAN 30 INCHE5. CONTINUITY AT CORNEP15 TO BE PROVIDED 13Y
DENDING TWO 5AR5 FROM EACH DIRECTION AROUND THE CO P7 BY 9-10AC-&.2�_l k6AAFZ4VW0,1
FXTEND5 30 INCHE5 IN EACH WAY FROM THE CORNER. CONTINUITY AT COLUMN5 5HALL BE PROVIDED CONTINUING
R NT
.10RIZONTAL REINFORCEMENT THROUGH COLUMIN513Y BENDING HORIZONTAL REINf0 CEME IN THE COLUMN A
115TANCE OF
r♦ .# ♦
FOR CON57UCTION JOINT5 IN 5LA55 ON FILL REFER TO 5LAB5 ON FILL 5ECTION AND COORDINATE WITH
DEPTH Of BEAM X 213 WIDTH Of BEAM, CENTERED IN THE BEAM, PROVIDE EX 05ED REINFORCING TO ADEQUATELY
LOCATION Of 5LAB, AND PROVIDE A CONTINUOU5 5HEAR KEY, CENTERED IN THE SLA13 FACE. PROVIDE EXP05ED
�EINI`ORCING 5TEEL TO 5PUCE THE REINFORCING. CONTRACTOR TO 5U5M1T, ♦' APPROVAL, # ♦ Of
BULKHEAD BULKHEAD5 FOR, ALL 5TRUCTURAL ELEVIENT5 THROUGHOUT O ' •• TO COMMENCEMENT Of •'
GENERAL CONTRACTOR NOT TO EXCAVATE ADJACENT TO OR NEAR NEW 5TRUCTURE5 AFTER THEY HAVE BEEN
i r ♦i•r ' r''
# # # #
4HOP r`
NO 5HOP DRAWING5 5HALL 15E : r FOP, ARCHITE N IN E 11 1
4r #' i
CONTRACTOR WILL PROVIDE 5HORING AND RE-5HORJNG DRAWING , ALONG WITH RE-5HORJNG 5CHEDULE FOR ALL
r 5TRUCTURAL COMPONENT5, r : NOT ! BEAM5, 5LAB5, AND PRECA5T J015T5.
DRAWING5 TO BE 51GNED AND 5EALED BY A FLORIDA REG15TERED PROfE55ICNAL CIVIL OR STRUCTURAL ENGINEER FOP,
i : r `• : r
I,
UONCWI i" Tr#
2. U5E 5TANDARD LADDER-TYPE MA50NKY REINFORCING IN EVERY OTHER COUR15E Of MA50NKY BEARING AND
EXTENOR r INTO
ANCHOR 3. MERE BOLT5 ARE 5ET IN MA5ONKY : • ROUT FOP, BOLTZD -
r WOOD FOR AH WOOD • •
5. PROVIDE 8'X 8'CA5T-IN-PL-ACE OR PRECA5T CONCRETE UNTEL5 W/2#5 OVER ALL MA50NRY OPENING5 NOT fLU5H
WITH 5TRUCTURAL TO BEAR MIN, 8 INCHE5
EACH 5IDE Of OPENING.
& GROUT U5ED IN THE WORK 5HALL CONFORM TO f5C 2122,G.5.3 WITH A,5LUMP MIX Of 9"+/ 1% PROVIDE
CLEANOUT AND IN5PECTION HOLE5 r CELL5 50TTOM COUR5E. PROVIDE # AND IN5PECTION
9. GROUT U5ED IN THE WORK • ` Of •00 P51 IN 28 DAY5, FM
-#.• P51, r #♦ .
♦•r : `
ALL 5TKUCTURAL WOOD COMPONENT5 AND MEMBER5 O BE FULLY 5AWN, GRADE.5 Of : ` TO BE r
5TRUCTURAL MEMBER5 TO BE: 5OUTHERN PINE,
GRADE NO. I OR NO 2 WITH A 13OLTED CONNECTION5 TO BE COMPLETED WITH A307 GALVANIZED 5TEEL BOLT5 WITH
WA5HER5 AT EACH END.
ERECTION, AND CONNECTION5 TO : A5 PEP, RECOMMENDATION5 Of of TIMBER
i • ♦ EDITION.
PLWOOD BOARD5 FOP, 5HEATHING TO BE NAILED WITH I ♦r @ G' IN EDGE 5UPPORT AND ON #. #.
NOTED.
DRILLING Of 5TRUCTURAL MEMBER5 MU5T 13E AVOIDED. IF A550LUTELY, DIAMETER Of DPJLL 5HAI I NOT BE BIGGER
THAN 114'OF MEMBER D
PLACED WITHIN MIDDLE THIRD. Al I WOOD MEMBER5 TO BE FREE Of ALL IMPERFECTION5 A5: 5PUT5, CHECK5, OR
EXCE551VE KNOT5. ♦`
TO BE REPLACED AT # C05T TO •
WIND DE5IGN CRITERIA:
rROCEDURF-5 OF A5Ct. 7-02 5TANDARD5. THE 5A51C WIND VELOCITY WA5 TAKEN A5 14G MPH * THE IMPORTANCE
FACTOR A5 1.00. THE BA51C WIND VELOCITY WA5 TAKEN A5 14G MPH � THE IMPORTANCE FACTOR A5 1.00.
#E51GN 501L BEARING .P
ARE 51MILAR TO TH05E UPON 5 D,
I%r//
%'
FRO//,
OR!
f�0/�/E
FO/%
C;jTy 0j: SOUTH MIAM
BUILDING DEPT.
,;
• r• � it
H
DATE: 10-11-08
SFR HABITAT FOR RUMANITY
PFio.1EGT: _.IVew1 Sty sFR OF GREATER MIAMt,11iC.
ADDRESS: _ 6.045 SW 64 TR
_
South Miami, Florida
OWNER: Habitat for Humanity ;I
._ I
Anne Manning, Exec. Director_ I €'` III
305 670 -2224
REVISIONS: ERPB 1 -13 -09
3UCM22AVOR
NMRO 315IU33142