HomeMy WebLinkAbout120 Willowbay Ridge St (2)CITY OF SANFORD PERMIT APPLICATION
Permit II : Q �51 Date:. 11- -7' o 6
RECEIVED
DEC 0 7 2006
Job Address:
Description of Work: �i•< rl,_u� _N lll,- l'otal Square Footage Q0
,::
Historic District: Zoning: Value of Work: $ 6 v vc� a� x ._
Permit Typc: Building _ 1 Electrical Mechanical Plumbing ____, Fire Sprinkler/Alarm --- Pool _
Electrical: New Service - It of AMPS _ ` _ Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential --- Non -Residential Replacement _ New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures _ # of Water & Sewer Lines # of(_1as lines
Pitt inbing/New Residential: # of Water Closets ___ Plumbing Repair - Residential or Commercial
Occupancy Type: Residential _ Commercial _ Industrial
Construction Type: _ __— # of Stories: ff of Dwelling Units: V Flood Zone: _ (FEMA form required )
Owners Name & Address:eC.f/1 v� �U v� Ol( 2. t� (A/ i ��r>W
Sa t,_(;a.rA , L
Contractor Name & Address
Phone & Far:
Rouding Company:
Address:
Mortgage Lender: _
Address:
ArchitecUEngincer:
Address:
Contact Person:
State License Number:
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating constriction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be douc ill compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY HEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: lu addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such its water management districts, state agencies, or federal agencies.
Acceptance of permit is VCrr ticca ',ort that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
)2,- 7 - off'
Sigaa(ureofOwner/Agent �rttldare�.. Date Signature of Contractor/Agent
Owner/Agent is _
Produced ID T
APPROVALS: ZONING: � � -/ , ) 1 FD:
Special Conditions:
Rev 03/2006
Date
Print Contractor/Agent's Natue
Signature of Notary -State of Florida Date
Contractor/Agent i5 Personally Known to Me or
Produced ID
ENG: / - BL D(j:
FOONPATION FLAN
HOOKED VERTICAL 05 STEEL 3 1/2" GONG. $1 -AS W/10/10 6"x6"
DAR WHERE INDICATEDW.W.M. OR FIPERMESN IN CONC. MIX
FINISHED GRADE —\ . I11
iA,q aA,4 apo 4A" 4 0 4Q4 4
A° "4 6 MIL VAPOR FARRIER
O -
THICKEN SLAI5 EDGE 4 REINFORCE CLEAN, WELL COMPACTED FILL. DIRT
WITH (2) 05 STET 13AR5 CONT. I6„ TREATED FOR 5UaTERRANEAN TERMITES
l SCALE 1/2' = I'-OII
q Aq 4Aq 4Aq 4aq
EXISTING SLA15 4 FOOTING
°A.
NEW GONG. FOOTING ,-
EXISTIN($ FINISHED FLOOR ELEVATION 0'-0"
�-
—7f
° p a, q p D p
p• p♦ d,A
p -➢
d•
ds
p p
04
-411
4A4
4A4
I
➢ �> p ,` ➢ �r D �r
P ��
I�I
p � p
—1f
I— —1r•
—1f
fir-
71
1
I
I
I
—l[—
'
L 3 1/2" THICK 2500
--
t -t I
I
I
I
Pal CONCRETE SLA5 REINFORCED
WITH 10/10 6"x6" WELDED WIRF- MESH ON �, MIL. VAPOR
'
BARRIER OVER CLEAN, WELL COMPACTED FILL DIRT
a
TREATED FOR SU5TERRANEAN TERMITES. F15ERME514 IN
(2) "5 STEEL RODS DRILLED AND EPDXIED
CONCRETE MIX MAY SE USED IN LIEU OF WIRE MESH.
2
I I
?.FT
R5
16"
FOOTING;
FOOTING
I
I
I
I
I
�—
I
I
I
L— — —. — ._._
— ___. — — — —. — — — -- — — — — -- —. — —
—
L I A — — — — — —
N
)r
(
1
10'-4
1
10'4
I
I
Ilk
'FO' -O"
I
I
FOONPATION FLAN
HOOKED VERTICAL 05 STEEL 3 1/2" GONG. $1 -AS W/10/10 6"x6"
DAR WHERE INDICATEDW.W.M. OR FIPERMESN IN CONC. MIX
FINISHED GRADE —\ . I11
iA,q aA,4 apo 4A" 4 0 4Q4 4
A° "4 6 MIL VAPOR FARRIER
O -
THICKEN SLAI5 EDGE 4 REINFORCE CLEAN, WELL COMPACTED FILL. DIRT
WITH (2) 05 STET 13AR5 CONT. I6„ TREATED FOR 5UaTERRANEAN TERMITES
l SCALE 1/2' = I'-OII
q Aq 4Aq 4Aq 4aq
4A•44Aq
°A.
NEW GONG. FOOTING ,-
�v
�-
—7f
° p a, q p D p
p• p♦ d,A
p -➢
d•
ds
p p
04
4Aq 4pq 4A q.4Aq
4A4
4A4
4A4 <
➢ �> p ,` ➢ �r D �r
P ��
p �
p � p
—1f
I— —1r•
—1f
fir-
71
1
I
I
I
—l[—
'
n \�
--
—1f
I
I
I
'�
o
a
(2) "5 STEEL RODS DRILLED AND EPDXIED
2
TO EXISTING: FOOTING (6" MINIMUM EMIBEDMENT)
?.FT
R5
16"
Q
to
\-- EXI,$TING CONE. FOOTING
SC 1/2" = I'-011
EXISTING SF=pROOM rXI,5TIN� 54PROOM
�7
z .
I
x
M
EXISTING 5H 25 EXISTING SH 25
d
1
I
1
I
i
I
NEW pGRr. NEP PORCH
SCALE 1/4 I' -p11
't
THICKEN $LAP 4 REINFORC
WITH (2) «5 STEEL GARS Cor...
_z
FV ��
C
�DENOTRe VERTICAL 05 STEEL
EE
DAR WITH STANDARD 10" HOOK
3 14' CONC. SLAlB W/10/10 6"x6"
.W.W.M. OR FISERMFSH IN CONC. MIX
6 MIL VAPOR E3ARRIER
CLEAN, WELL COMPACTED FILL DIRT
TREATED FOR 5Ui 3TERRANE 4N TERMITES
SCALE 1/2" = 1'-0"
CONTINUITY OF FOOTING R ""INFORCEMONT SCALE 1/2"
FEXISTING I -MNG ROOM
EXISTING 60wa S.G.D. E
ALUMINUM SCRE
CLO U
40'-011
NlTOR,r
C
4
:i
Q
All enclosed attics and rafter spaces
shall be provided with ventilation. FRC
R806.1. The minimum vent area shall
comply with FRC R806.2.
I I :3L I I
I I z EXISTING ROOF—,I I
I I IL I I
I I
IL I
I I
2"x8" LEDGER (SEE DETAIL C-2) - - I I
- - - - - -- - - - - -_
------------- - - ---- ------------- - - -- --
ROOF PLAN SCALE I/4" z 1'-O"
ROOF NOTES
CONNECTOR 5CHEDUL-E (SIMPSON)
QTY.
CONNECTOR
UPLIFT
LATERAL
FASTENERS
—7f
fir'
—1
Ir fir'
�If
f fir'
-1--
—I
--1--1I
I
—1r
lr
—1f
I— —1r•
—1f
fir-
71
1
I
I
I
—l[—
71—
—1[-
--
—1f
I
I
I
'�
o
2
8"
?.FT
R5
16"
.C.
I
I
I
I
I
I
I
I
I
I
I
I
—
—
—
—
—
—
F
—
—
—
—
—1—
—
—
—
—
—
—
—
I
I
—
—
—
—
I
I
ROOF PLAN SCALE I/4" z 1'-O"
ROOF NOTES
CONNECTOR 5CHEDUL-E (SIMPSON)
QTY.
CONNECTOR
UPLIFT
LATERAL
FASTENERS
I
HETA20
1,6250 I PLY TRUSS
335«
(12) 10d x 1 1/2" 1 PLY TRUSS
u
(6) lOd Av REAM
1,6850 2 PLY TRU55
u
Q
(12) 16d 2 PLY TRUSS
I
MT512
10000
15w
(-I) IOd x 1 1/2" V WALL
®QO
MO�
4-8
Ej
0
(1) 10d x 1 1/2" w TRUSS
HANGER 5CHEDUL-E (SIMPSON)
CONNECTOR
LOAD
UPLIFT
FASTENERS
HUC28-2
4350"
1085"
(14) 1/4"x 1 3/4" TITEN WALL
3'-4"
f_�
EXCEEDS FSO6-
u
(6) lOd Av REAM
1-U2&5300.
u
Q
4(300
l6) IOd x 1 1/2" 0 LEDGER
0Az
a
W o
(4) IOd x 1 1/2" io RAFTER
LEFT ELEVATION SCALE 1/4"
811x6" PRECAST LINTEL (LOTTS CONCRETE)
PRECAST LINTEL FILLED WITH 3000- CONCRETE
MIX 4 REINFORCED WITH (1) -5 STEEL 5AR.
TOTAL ALLOWA3LE SUPERIMPOSED LOAD -POUNDS PER LINEAL FOOT
LINTEL DESIGNATION
LINTEL SIZE
CLEAR SPAN
SAFE LOAD
L -IA
4'-g"
3'-4"
f_�
EXCEEDS FSO6-
AREA TABULATIONS
NEW SCREENED PORCHAREA 460 SQ. FT..
NEW STORAGE AREA ! 140 SQ. FT.
i
TOTAL NEW AREA 600 SQ, FT,
Code violations found during
are required to be corrected. Inspection
Plan/permit issuance does not grant
approval of a code violation. 2004
FBC109.1
6 structural plan review is limited to a
general survey for code compliance. No
review is implied nor was taken to
verify structural adequacy
A. ALL NEW 2"x8" RAFTERS TO BE SPACED �w 16" O.C. AND CONSTRUCTED
FROM 02 S.Y.P. OR BETTER.
13. ROOF SHEATHING TO BF 15/32" G.D.X. OR -1/16" O.S.15. FASTENED WITH
8d NAILS SPACED iv 6" O.C.
C. RAFTERS TO BE ANCHORED TO MASONRY WALL -54 I3FAMS w BEARING
POINTS WITH (1) SIMPSON HETA20.
D. RAFTERS TO BE ANCHORED TO WOOD BEAMS v BEARING POINTS
WITH (1) SIMPSON MTS12.
E. RAFTERS TO RE ANCHORED TO 2"x8" LEDGER IV BEARING POINTS
WITH (1) SIMPSON LU26
F. ALL ENGINEERED TRUSS ANCHORS AND HANGERS TO BE
INSTALLED ACCORDING TO MANUFACTURERS SPECS.
FXISTING r200F--
"t
DECORATIVE
,�CEMENTITIOUS FINISH
RIGHT EREVIEWED SCALE I/4"
masks
0
r
NS
VI WED
PLA
w
FSANI
EN EN _ S RE I
5'-0" EXISTING ROOF 15EARING
I' -O" NEW ROOF pEARING
xxzx
,
DENOTE$ FILLED CELL REINFORCED
N WITH (1) ME STEEL MAR ($EE MASONRY
REINFORCEMENT DETAIL PAGE 02)
V-'4"
Ad
NEW FINISHED FLOOR
0'-0" EXISTING FINISHED FLOOR ELEV.
4
--------'-- �-----------
-ALUMINUM SCREEN ENCLOSURE
w w
V
uJ w p� Z C w
7
w c`v n
2
�-aw m
og
•ccoo --9's2
AUu `mm�>,c
u E N m E c c
C >..-. O .4' 0
w.a�`w E�cxn
'0 w +3 q n.n ai N
n tO wc�L-. L i V g C
w V C w N 0
w 7
uwc"
o=�m>.a•ro�
-o'jc E � o—°noxi u m
luE2y
�iA w w m w m
tm9a ��
��
z �
0
zd
0
�
U
�
tu
�O
dw
0
.,
u
0
a
u
Q
•v
0Az
a
W o
��
ai
®QO
MO�
4-8
Ej
0
W a
, a
00
61 � U
� q
m
'�
o
w w
V
uJ w p� Z C w
7
w c`v n
2
�-aw m
og
•ccoo --9's2
AUu `mm�>,c
u E N m E c c
C >..-. O .4' 0
w.a�`w E�cxn
'0 w +3 q n.n ai N
n tO wc�L-. L i V g C
w V C w N 0
w 7
uwc"
o=�m>.a•ro�
-o'jc E � o—°noxi u m
luE2y
�iA w w m w m
tm9a ��
��
I m
w w
W N W
D L m
LUUi: L a
umiz° E m
J
_ �LL N—� CL16 N
¢W
o
JOQ V
Lw, o w
F F U U O
H2 ..I¢i> w W
1wiWw wzU) -aLUo
¢¢w Z00Oaz'�
1--01 z J z z
'0: � o-
W¢a FnZ�ZWM¢o¢
LU o ¢—D — aJ
OZW m�m�?UU
DATE:
ovember 30, 200
DRAWN BY:
T. RUL -I5
02:31 PM
11.2.4
3oftPlen Lite
Kevin Diami A.L1zIJ-n
E 4 F,iEl0q:
l�
z �
0
zd
0
�
w�
L1
�
tu
�O
dw
o�
u
0
a
I m
w w
W N W
D L m
LUUi: L a
umiz° E m
J
_ �LL N—� CL16 N
¢W
o
JOQ V
Lw, o w
F F U U O
H2 ..I¢i> w W
1wiWw wzU) -aLUo
¢¢w Z00Oaz'�
1--01 z J z z
'0: � o-
W¢a FnZ�ZWM¢o¢
LU o ¢—D — aJ
OZW m�m�?UU
DATE:
ovember 30, 200
DRAWN BY:
T. RUL -I5
02:31 PM
11.2.4
3oftPlen Lite
Kevin Diami A.L1zIJ-n
E 4 F,iEl0q:
l�
I
Z
OL
Z
Q
0Az
®QO
MO�
u_
LU
I m
w w
W N W
D L m
LUUi: L a
umiz° E m
J
_ �LL N—� CL16 N
¢W
o
JOQ V
Lw, o w
F F U U O
H2 ..I¢i> w W
1wiWw wzU) -aLUo
¢¢w Z00Oaz'�
1--01 z J z z
'0: � o-
W¢a FnZ�ZWM¢o¢
LU o ¢—D — aJ
OZW m�m�?UU
DATE:
ovember 30, 200
DRAWN BY:
T. RUL -I5
02:31 PM
11.2.4
3oftPlen Lite
Kevin Diami A.L1zIJ-n
E 4 F,iEl0q:
l�
5FF FOUNDATION PLAN FOR
FOOTING SIZE 4 REINFORCFM3=NT
TYPIICA SECTION 0 C,M,1
aGAL. 1/2,1., 11-011
HANGfER SCI IEDUU e 05I1'1P50N)
CONNECTOR
LOAD
UPLIFT
�=ASTr:NERS
HUC28-2
4350"
15/32" C.D.X. OR 1/16 O.S.R. 5HFATHING (SFE
(14) 1/4"x 1 3/4" TITEN tv WALL
J ` J • J ' 4 ' 4 ' 4.6k,*, 4 ' J • J ' J
d'4 4'4 d'n d'4 4'4 D'4 4m D'4 d
ASPHALT SATURATED ROI_l. ROOFING
4 ' •1 ' 4 ` J ' 4 • •1 ' .1 ` 4 • 4 ` 4 ' 4
dm D'4 4m 4'4 4'4 4'4 4'4 4'4 A.d'4
((o) loci W BEAM
ROOF ASSFh15LY DETAILS FOR NAILING PATTERN)
830"
490"
INSTALLEp 4 FLASHED PER MFG'S SPECS.
2"x8" RAFTERS W 16" O,C- -
I
SIMPSON HETA200:2�"x,5
1 (4) 10A x 1 1/2" Q RAFTER
(2) 51DELITE5
5" FE* T UNPERLAYMFNT
3
SEE FOUNDATION PLAN FOR
METAL DRIP GAP--,
2
EXISTING FOUNDATION
FOOTING SIZE 4 REINFORCEMENT
ALUMINUM WRAPPED
(1) 51DFLITF
4
('C
TYPICAL SECTION
Q SCREENED
2"x4" SUB FASCIA
(2) SIDELITES
ALUMINUM WRAPPED
-
2"x4" SUB FASCIA —'�
VEaNTFP ALUMINUM $OFFIT-
v'
VENTED ALUMINUM SOFFIT
FTER�j Q 16 O.C..-P
G.D.X. OR Vlrp O.$.ER. -
C.M.0 BOND BEAM REINFORCED
II
WITH (1) M5 STEEL BAR CONT.
r
II
-
8"x8"x16" G.M.U. FILLED 4 REINFORCED
II
WI(l) S STEEL BAR WHERE INDICATED
11
II
_ 11+
'III
II
II
II
FINISHED GRADE—
FINISHED GRADE
•W*4 ' 144
444
—_'4A
•p7
JdFTF
14
.
5FF FOUNDATION PLAN FOR
FOOTING SIZE 4 REINFORCFM3=NT
TYPIICA SECTION 0 C,M,1
aGAL. 1/2,1., 11-011
HANGfER SCI IEDUU e 05I1'1P50N)
CONNECTOR
LOAD
UPLIFT
�=ASTr:NERS
HUC28-2
4350"
LOSS"
(14) 1/4"x 1 3/4" TITEN tv WALL
J ` J • J ' 4 ' 4 ' 4.6k,*, 4 ' J • J ' J
d'4 4'4 d'n d'4 4'4 D'4 4m D'4 d
•1 ' 4 • J ' 4 ' J ' 4 ' 9 •
4'4 d'4 dm d'4 4'4 d'4 d'n
4 ' •1 ' 4 ` J ' 4 • •1 ' .1 ` 4 • 4 ` 4 ' 4
dm D'4 4m 4'4 4'4 4'4 4'4 4'4 A.d'4
((o) loci W BEAM
W26
L
830"
490"
(6) lod x 1 1/2" 1p LEDGER
3
I
1
1 (4) 10A x 1 1/2" Q RAFTER
2"x8" RAFTERS -0 16" C
$II 1 x8 xSll C.M.U. COLUMN Fll-L€
REINFOf2CED W/(I) w5 STEEL.
—,— , a
,4M HAND
J ka S.Y.P. 2"x8" WOOD BEAM
TH 14I PLYWOOD FLITCH
aGAL.E 3/4" . I' -O"
EXISTING C.M.0 WALL
Fll <*ED C.M.U. BOND BEAM
RI=INF WITH (U *5 STEEL ROD— -
4 44'4 4 '4 44'4 44'4 ,Q'4 4Q'4 4
I•°�I
P
�4 4
P �
4P I
K5 STEEL- pOWEI-a pR11,L.i=P AND EPDXIEQ INTQ
EX15TING G.M.U. WALL q INTERSECTION OF NEW
u
p°P ANI? C.M.U. MASONRY WAILS lMt3Ep 6 MIN.)
i°/Z�
NEW C. .0 WALK P a FI"EP CFI. l REINFORCED
_j WITH (1) "5 STEEL ROD
°a1
4
T•T. / 1E `MNG WAU^ CONNECTION YVALF: 1/211 A 1'-011
15/32" G.D,X. OR 1/16 0,5.15. SHEATHING (SEE
ROOF ASSEMBLY DETAILS FOR NAILING PATTERN)
P.T. 2"x8" PLATE ANCHORED WITH
1/2"x5" EXPANSION BOLTS 0 48" O.C.
PRECAST CONC. LINTEL
(SEF LINTEL SCHEDULE)
ENTRY DOOR IN5TA"ED
PER MF -G'5 5PEC8.
4 IpD,4 44.4 44,4 ado ad•4 a
,4 1'l4 d'4 a 4,4
D P _
° 4
> P• p d
$EE FOUNDATION PLAN FOR
FOOTING SIZE 4 REINFORCEMENT
4
TYPICAL 61SECTION 0 DOOR OPENING Sr–ALE 1/2" = 1'-0"
\ 2
4
15/32" G,D.X. OR 7/16 O.S.B. SHEATHING (SEE
ROOF ASSEMBLY DETAILS FOR NAILING PATTERN)
SIMPSON MTS12
METAL DRIP CAP
ALUMINUM WRAPPED
2"x4" $UB FASCIA
r
14 o 4o'P- -S(t
P
17
AC 0J, 5s
p� EXISTING ROOF
ASPHALT 5ATURATIEED ROLL ROOFING:
INSTALLED 4 FLASHED PER MFG'S SPECS,
r-•15" FELT UNDERLAYMENT
VENTED ALUMINUM SOFFIT 2"x8" RAFTERS w I6" O.C. SIMPSON LU26 ai EA. RAFTER'
�\—(2) "2 S.Y.P. 2"x8" BEAM WITH 1/2" PLYWOOD FLITCH P.T. 2"x8" LEDGER FASTI=NED WITH
SIMPSON HUC28-2 a EACH END. l5El= DETAIL D-2) 1/2"x5" EXPANSION E301 -TS IV 24" O.G.
L
8"x8"x8" C.M.U. COLUMN FILLED
REINFORCED W/(1) 05 STEEL BAR
i-'
GENERAL NOTES:
I. WOOD FOR STRUCTURAL CONDITIONS TO BE GROUP 11 SPECIES OR MINIMUM fl,) ■ > 1300 P16.1
2. 104: MANUFACTURERS SPECIFICATION FOR REQUIRED FASTENERS TO ATTACH GARAGE
DOOR, ENTRY DOORS, PATIO DOORS, AND WINDOWS TO RUIIDING.
3. ALE- DOORS AND WINDOWS SHALL MEET MANUFACTURERS INSTALLATION REQUIREMENTS IN
ACCORD WITH $15CGI COMPLIANCE REPORTS.
5UGK,
2"x4" F.T,
FoOTENI A6
I/4"x2 3/4" TAPGONsrr
(1 1/4" I„ M15ED, INTO CQNC.)
OR 3/1("x3 1/4" TAPCQN
(1 3/4" 9MIAgQ. INTO CONC.)
FASTENFR SCHFIDUL.E
DOOR SIZE
NEW SLAB 4 FOOTING
EA SIDE
FINISHED GRADE
DOUBLE DOOR
SINGLE DOOR
• 4 •
J ` J • J ' 4 ' 4 ' 4.6k,*, 4 ' J • J ' J
d'4 4'4 d'n d'4 4'4 D'4 4m D'4 d
•1 ' 4 • J ' 4 ' J ' 4 ' 9 •
4'4 d'4 dm d'4 4'4 d'4 d'n
4 ' •1 ' 4 ` J ' 4 • •1 ' .1 ` 4 • 4 ` 4 ' 4
dm D'4 4m 4'4 4'4 4'4 4'4 4'4 A.d'4
d 411 d, • d, •
_ _—
DBI -3065 WITH
(2) 51DELITE5
(1) 51DELITE
3
3
3068 WITH
3
DBL- 2880-3050
(2) 51DELITE5
3
3
SEE FOUNDATION PLAN FOR
3
2
EXISTING FOUNDATION
FOOTING SIZE 4 REINFORCEMENT
(1) 51DFLITF
4
('C
TYPICAL SECTION
Q SCREENED
PORCH
GENERAL NOTES:
I. WOOD FOR STRUCTURAL CONDITIONS TO BE GROUP 11 SPECIES OR MINIMUM fl,) ■ > 1300 P16.1
2. 104: MANUFACTURERS SPECIFICATION FOR REQUIRED FASTENERS TO ATTACH GARAGE
DOOR, ENTRY DOORS, PATIO DOORS, AND WINDOWS TO RUIIDING.
3. ALE- DOORS AND WINDOWS SHALL MEET MANUFACTURERS INSTALLATION REQUIREMENTS IN
ACCORD WITH $15CGI COMPLIANCE REPORTS.
5UGK,
2"x4" F.T,
FoOTENI A6
I/4"x2 3/4" TAPGONsrr
(1 1/4" I„ M15ED, INTO CQNC.)
OR 3/1("x3 1/4" TAPCQN
(1 3/4" 9MIAgQ. INTO CONC.)
FASTENFR SCHFIDUL.E
DOOR SIZE
MIN I FSTNRS.
EA SIDE
HEAD
DOUBLE DOOR
SINGLE DOOR
DBL. 2068-3068
2068-3068
3
2
3068 WITH
4
DBI -3065 WITH
(2) 51DELITE5
(1) 51DELITE
3
3
3068 WITH
3
DBL- 2880-3050
(2) 51DELITE5
3
3
2080-3080
3
2
3080 WITH
(1) 51DFLITF
4
3
3080 WITH
(2) SIDELITES
4
3
FASTENER SGHEQU1-I=
DOOR SIZE
MIN 9 FSTNIO.
EA SIDE
HEAR
DOUBLE DOOR
DBL. 2068-3068
3
3
DBL. 3068
4
4
DBI -3065 WITH
(2) 51DELITE5
4
5
DBI.20S0-2680
4
3
DBL- 2880-3050
4
4
3080 WITH
(2) 51DEIITES
5
5
Zx4" PT, BUCK WITH TAPCON FASTENERS
HEADER
51QE
P,UGK
ENGINEERING SPECS.
WIND LOAD FACTOR UP TO: -44A LBS. PER 6Q, FT.
+35,9 L55. PER $Q. FT.
DOOR I-OCATION MAY BE AT ANY POINT ON A WALL,
FASTENER REQUIRED TO BE WITHIN 4" OF END OF 15UCK
NO CLOSER THAN 2" FROM END OF BUCK.
FASTENERS TO BE SPACED EQUALLY WITH FULL EMBED.
OF SCREW HEAD INTO BUCK.
DOOR RUCK TO BE MINIMUM OF 1 1/2" THICK.
POOR OPENING
MoOONRY DOOR OPENINGS sCAL.E: N/A
NG G.M.U. WALL
SCALrE 1/2"
4 '4
d•rd
C.M.U. BOND BEAM FILLED WITH
3000 PSI CONCRETE AND REINF.
WITH (1) 05 STEEL BAR CONT,
I14 05 CORNER BAR
M
t(� • D '� P' ^ P P P' D A
25" RAR LAP MIN,
CORNER CONTINUITY OF 15OND 5EAM SCALE 1/2" = 1'-011
C.M.U. BOND BEAM FILLED WITH 3000 PSI
CONCRETE MIX AND REINFORCED WITH (1)
05 5TEEI BAR CONT. MIN. BAR LAP 15 25"
1 4 4V' 4• 4 -, 4, 4,• 4 4' 4- 4+•1 J -' 4 -' 4-•_�;_4 4,1
4 - 4 •' 4' 4' 4' 4A' 4' 4 4' 4 •
•$•� ct -r�,d: — r 9+. .•-r• wYe. •--•tea— .d•, —,"-r � — r $: ,—•.-r'• •dK. —�l a— $' c"->�D'°
° ' P.— P '_P D '_P_ —.P_ A ' P ' P �•P P '_P_ ,_D_"' P^ P •_P D '_P , '—.P—. P ' P_ P ♦I
d D�
°T
ID�IpI la{1
7F
I°M IF F
a.l
IF: -IF F1'x.1 lad r
Ir� l:� r
8"x8"x116" C,M,U- WAIL— ID°I ° I Ia;l °
-1 E
CFI -L FI l l� EDI WITH 3000 P51 CO I CRETET
�., MIX AND REINFORCED WITH (1) " STEEL
d�•1 AR w 8'-" O.C. MAX. REINFORCING Ia °
– 5TFFL TO BE MIN. GRADE 40 (SEE5
B0
FLOOR PLAN FOR 15 j R LOCATIONS)—.
lay I ldVi-1
IQ °1 hdk°I —
Ivl� ° I IQ�Ir
"5 STEEL DOWEL ITH
Id j I 10" STANDA D HOOK°
P_ pl
Ids p 1 1 '�I I
4 4 4 4 4 4 4 4 4 4 - 4 4 4
v
aCD
O 'x•, 'tti �
g Q
°j 3 w
o W C a W 5
C)
� U o O
h o
U
w to
.cj)
N 7 {p y
CCco 0
)
C •ti
O N •� G .0)
L) E m ° is
o
^O O` A= y 2 .�` m .= �
r a= 3 En °u
Etc° o t•� O1 n
O QC c C O O1 N
.388 j
Ql� �a
O .0 'O � U a V U
w.'� t E•C u
a-
°Nim}�i w�Ewal
E c O °O ID `o
Q)-Q
Q
" d O
p O E E 'C a ul W
O w 42 ab N r
Y
a`0i rn`°
V, N
Q,
w
0 � N a C p � C
m3�'E UE`Occ
A
C
E w N ILJ-01m0
y m !Q C N lu g�
t M Ea •m . E #,
F -¢ 'w uu U o-19
aS v
z
O
1—
Q
Ua
AU4
O
z
NU
1�-
nO
A
I -
Lu
Q
U
Z3
F
c�
w ci
w
CZD m a
(!J N uj w h
w0
wUS t a
M
z � E w
ui
LL
auj
m¢
�ow
moo¢ w
U
InwF O W
U U 00 q
z~z �W� a uJ
WWW W Z 2 ww @ -
F-zW vailQtw�wmz
¢¢ 2 p a¢ a L
wa~ zacv�xax-lwc�
zZ r�jLWZO�
D U O U g p Q a a
_z Lu va¢�z�L�og
qzw UU
q(L
-1
4
DATE:
November 30, 200
4 4 4
'4 D'4 4'4 4'4 4'4 D'4 4,4 4'4 4'4 414 4'4 4'4 4'4 D'4 4 4'4 4 4'4 4'4 44'4 44'4 4D4 4p'e 4 DRAWN BY:
P• D• P, D 'u P• D •1 P• A •r O' P 3 P' P• P 'r A• D '. P' P• P 'r D 'r P, P• P •r I O
d, ° a e d a d• f v• J• e s d• d, • d e J s d e J• d. d s J T. BULLIS
• 4 '1 -1 4 ° 4 -0 J ' 4 • J • -0 4 J 4 • 4 4 • -0 ' 4 4 ' ° 9 • 4 • 3 ' • °
CONCRETE FOOTING 4'4 4'4 4 a
4A 44 014. 1-4 D'n 4 4 4'4 4 4 4'n D n D'n D'4 0 4 4'n 4'n 4 n D'4 0 n 4D' i 4
D P P• D• D• D• P' D• D• P• p' P' P• D• P• P 1 P• D• D' • ' '
d p d A J, • d• d 4 4 d° d 4 d• J, e d, • d♦ d 4 d• d, A d• a d 4 d e A• 4 P d 4 D d, °, d P 0230 PM
4' 4' 4 a' 4 4 1•° 4' a • 4 • 4 4 a' 4 • 1 • 4 a 4' a • 4 4 • 4 4 f° n I
D'n D'n D'n d •4 D'4 n 4'4 4'4 D a D'n Q a 4'n 4 4 D'n D'n 4'n d a 4'n D'4 0'n D'n D n 11.2.4
t'd. A-� �A $'oa��S fi eD c a; ^D �F" II-' A s a- SoftPlan Llto
d• J 4 d .l J• A• d J 4 d d s d 4 J, ° d, J• d, J 4 J, • J 4 d J• J d
a a 4 Kevin Mere AdcaUCri
"5 STEEL REINFORCEMENT r
SaFz FT N^1"
MASONRY REINFORCEMENT DETAIL SCALE 1/2" ; 1'-011
of .....
v
aCD
O 'x•, 'tti �
g Q
°j 3 w
o W C a W 5
C)
� U o O
h o
U
w to
.cj)
N 7 {p y
CCco 0
)
C •ti
O N •� G .0)
L) E m ° is
o
^O O` A= y 2 .�` m .= �
r a= 3 En °u
Etc° o t•� O1 n
O QC c C O O1 N
.388 j
Ql� �a
O .0 'O � U a V U
w.'� t E•C u
a-
°Nim}�i w�Ewal
E c O °O ID `o
Q)-Q
Q
" d O
p O E E 'C a ul W
O w 42 ab N r
Y
a`0i rn`°
V, N
Q,
w
0 � N a C p � C
m3�'E UE`Occ
A
C
E w N ILJ-01m0
y m !Q C N lu g�
t M Ea •m . E #,
F -¢ 'w uu U o-19
aS v
z
O
1—
Q
Ua
AU4
O
z
NU
1�-
nO
A
I -
Lu
Q
U
Z3
F
c�
w ci
w
CZD m a
(!J N uj w h
w0
wUS t a
M
z � E w
ui
LL
auj
m¢
�ow
moo¢ w
U
InwF O W
U U 00 q
z~z �W� a uJ
WWW W Z 2 ww @ -
F-zW vailQtw�wmz
¢¢ 2 p a¢ a L
wa~ zacv�xax-lwc�
zZ r�jLWZO�
D U O U g p Q a a
_z Lu va¢�z�L�og
qzw UU
q(L
-1
4
DATE:
November 30, 200
4 4 4
'4 D'4 4'4 4'4 4'4 D'4 4,4 4'4 4'4 414 4'4 4'4 4'4 D'4 4 4'4 4 4'4 4'4 44'4 44'4 4D4 4p'e 4 DRAWN BY:
P• D• P, D 'u P• D •1 P• A •r O' P 3 P' P• P 'r A• D '. P' P• P 'r D 'r P, P• P •r I O
d, ° a e d a d• f v• J• e s d• d, • d e J s d e J• d. d s J T. BULLIS
• 4 '1 -1 4 ° 4 -0 J ' 4 • J • -0 4 J 4 • 4 4 • -0 ' 4 4 ' ° 9 • 4 • 3 ' • °
CONCRETE FOOTING 4'4 4'4 4 a
4A 44 014. 1-4 D'n 4 4 4'4 4 4 4'n D n D'n D'4 0 4 4'n 4'n 4 n D'4 0 n 4D' i 4
D P P• D• D• D• P' D• D• P• p' P' P• D• P• P 1 P• D• D' • ' '
d p d A J, • d• d 4 4 d° d 4 d• J, e d, • d♦ d 4 d• d, A d• a d 4 d e A• 4 P d 4 D d, °, d P 0230 PM
4' 4' 4 a' 4 4 1•° 4' a • 4 • 4 4 a' 4 • 1 • 4 a 4' a • 4 4 • 4 4 f° n I
D'n D'n D'n d •4 D'4 n 4'4 4'4 D a D'n Q a 4'n 4 4 D'n D'n 4'n d a 4'n D'4 0'n D'n D n 11.2.4
t'd. A-� �A $'oa��S fi eD c a; ^D �F" II-' A s a- SoftPlan Llto
d• J 4 d .l J• A• d J 4 d d s d 4 J, ° d, J• d, J 4 J, • J 4 d J• J d
a a 4 Kevin Mere AdcaUCri
"5 STEEL REINFORCEMENT r
SaFz FT N^1"
MASONRY REINFORCEMENT DETAIL SCALE 1/2" ; 1'-011
of .....
U
w to
.cj)
N 7 {p y
CCco 0
)
C •ti
O N •� G .0)
L) E m ° is
o
^O O` A= y 2 .�` m .= �
r a= 3 En °u
Etc° o t•� O1 n
O QC c C O O1 N
.388 j
Ql� �a
O .0 'O � U a V U
w.'� t E•C u
a-
°Nim}�i w�Ewal
E c O °O ID `o
Q)-Q
Q
" d O
p O E E 'C a ul W
O w 42 ab N r
Y
a`0i rn`°
V, N
Q,
w
0 � N a C p � C
m3�'E UE`Occ
A
C
E w N ILJ-01m0
y m !Q C N lu g�
t M Ea •m . E #,
F -¢ 'w uu U o-19
aS v
z
O
1—
Q
Ua
AU4
O
z
NU
1�-
nO
A
I -
Lu
Q
U
Z3
F
c�
w ci
w
CZD m a
(!J N uj w h
w0
wUS t a
M
z � E w
ui
LL
auj
m¢
�ow
moo¢ w
U
InwF O W
U U 00 q
z~z �W� a uJ
WWW W Z 2 ww @ -
F-zW vailQtw�wmz
¢¢ 2 p a¢ a L
wa~ zacv�xax-lwc�
zZ r�jLWZO�
D U O U g p Q a a
_z Lu va¢�z�L�og
qzw UU
q(L
-1
4
DATE:
November 30, 200
4 4 4
'4 D'4 4'4 4'4 4'4 D'4 4,4 4'4 4'4 414 4'4 4'4 4'4 D'4 4 4'4 4 4'4 4'4 44'4 44'4 4D4 4p'e 4 DRAWN BY:
P• D• P, D 'u P• D •1 P• A •r O' P 3 P' P• P 'r A• D '. P' P• P 'r D 'r P, P• P •r I O
d, ° a e d a d• f v• J• e s d• d, • d e J s d e J• d. d s J T. BULLIS
• 4 '1 -1 4 ° 4 -0 J ' 4 • J • -0 4 J 4 • 4 4 • -0 ' 4 4 ' ° 9 • 4 • 3 ' • °
CONCRETE FOOTING 4'4 4'4 4 a
4A 44 014. 1-4 D'n 4 4 4'4 4 4 4'n D n D'n D'4 0 4 4'n 4'n 4 n D'4 0 n 4D' i 4
D P P• D• D• D• P' D• D• P• p' P' P• D• P• P 1 P• D• D' • ' '
d p d A J, • d• d 4 4 d° d 4 d• J, e d, • d♦ d 4 d• d, A d• a d 4 d e A• 4 P d 4 D d, °, d P 0230 PM
4' 4' 4 a' 4 4 1•° 4' a • 4 • 4 4 a' 4 • 1 • 4 a 4' a • 4 4 • 4 4 f° n I
D'n D'n D'n d •4 D'4 n 4'4 4'4 D a D'n Q a 4'n 4 4 D'n D'n 4'n d a 4'n D'4 0'n D'n D n 11.2.4
t'd. A-� �A $'oa��S fi eD c a; ^D �F" II-' A s a- SoftPlan Llto
d• J 4 d .l J• A• d J 4 d d s d 4 J, ° d, J• d, J 4 J, • J 4 d J• J d
a a 4 Kevin Mere AdcaUCri
"5 STEEL REINFORCEMENT r
SaFz FT N^1"
MASONRY REINFORCEMENT DETAIL SCALE 1/2" ; 1'-011
of .....
A
I -
Lu
Q
U
Z3
F
c�
w ci
w
CZD m a
(!J N uj w h
w0
wUS t a
M
z � E w
ui
LL
auj
m¢
�ow
moo¢ w
U
InwF O W
U U 00 q
z~z �W� a uJ
WWW W Z 2 ww @ -
F-zW vailQtw�wmz
¢¢ 2 p a¢ a L
wa~ zacv�xax-lwc�
zZ r�jLWZO�
D U O U g p Q a a
_z Lu va¢�z�L�og
qzw UU
q(L
-1
4
DATE:
November 30, 200
4 4 4
'4 D'4 4'4 4'4 4'4 D'4 4,4 4'4 4'4 414 4'4 4'4 4'4 D'4 4 4'4 4 4'4 4'4 44'4 44'4 4D4 4p'e 4 DRAWN BY:
P• D• P, D 'u P• D •1 P• A •r O' P 3 P' P• P 'r A• D '. P' P• P 'r D 'r P, P• P •r I O
d, ° a e d a d• f v• J• e s d• d, • d e J s d e J• d. d s J T. BULLIS
• 4 '1 -1 4 ° 4 -0 J ' 4 • J • -0 4 J 4 • 4 4 • -0 ' 4 4 ' ° 9 • 4 • 3 ' • °
CONCRETE FOOTING 4'4 4'4 4 a
4A 44 014. 1-4 D'n 4 4 4'4 4 4 4'n D n D'n D'4 0 4 4'n 4'n 4 n D'4 0 n 4D' i 4
D P P• D• D• D• P' D• D• P• p' P' P• D• P• P 1 P• D• D' • ' '
d p d A J, • d• d 4 4 d° d 4 d• J, e d, • d♦ d 4 d• d, A d• a d 4 d e A• 4 P d 4 D d, °, d P 0230 PM
4' 4' 4 a' 4 4 1•° 4' a • 4 • 4 4 a' 4 • 1 • 4 a 4' a • 4 4 • 4 4 f° n I
D'n D'n D'n d •4 D'4 n 4'4 4'4 D a D'n Q a 4'n 4 4 D'n D'n 4'n d a 4'n D'4 0'n D'n D n 11.2.4
t'd. A-� �A $'oa��S fi eD c a; ^D �F" II-' A s a- SoftPlan Llto
d• J 4 d .l J• A• d J 4 d d s d 4 J, ° d, J• d, J 4 J, • J 4 d J• J d
a a 4 Kevin Mere AdcaUCri
"5 STEEL REINFORCEMENT r
SaFz FT N^1"
MASONRY REINFORCEMENT DETAIL SCALE 1/2" ; 1'-011
of .....
D U O U g p Q a a
_z Lu va¢�z�L�og
qzw UU
q(L
-1
4
DATE:
November 30, 200
4 4 4
'4 D'4 4'4 4'4 4'4 D'4 4,4 4'4 4'4 414 4'4 4'4 4'4 D'4 4 4'4 4 4'4 4'4 44'4 44'4 4D4 4p'e 4 DRAWN BY:
P• D• P, D 'u P• D •1 P• A •r O' P 3 P' P• P 'r A• D '. P' P• P 'r D 'r P, P• P •r I O
d, ° a e d a d• f v• J• e s d• d, • d e J s d e J• d. d s J T. BULLIS
• 4 '1 -1 4 ° 4 -0 J ' 4 • J • -0 4 J 4 • 4 4 • -0 ' 4 4 ' ° 9 • 4 • 3 ' • °
CONCRETE FOOTING 4'4 4'4 4 a
4A 44 014. 1-4 D'n 4 4 4'4 4 4 4'n D n D'n D'4 0 4 4'n 4'n 4 n D'4 0 n 4D' i 4
D P P• D• D• D• P' D• D• P• p' P' P• D• P• P 1 P• D• D' • ' '
d p d A J, • d• d 4 4 d° d 4 d• J, e d, • d♦ d 4 d• d, A d• a d 4 d e A• 4 P d 4 D d, °, d P 0230 PM
4' 4' 4 a' 4 4 1•° 4' a • 4 • 4 4 a' 4 • 1 • 4 a 4' a • 4 4 • 4 4 f° n I
D'n D'n D'n d •4 D'4 n 4'4 4'4 D a D'n Q a 4'n 4 4 D'n D'n 4'n d a 4'n D'4 0'n D'n D n 11.2.4
t'd. A-� �A $'oa��S fi eD c a; ^D �F" II-' A s a- SoftPlan Llto
d• J 4 d .l J• A• d J 4 d d s d 4 J, ° d, J• d, J 4 J, • J 4 d J• J d
a a 4 Kevin Mere AdcaUCri
"5 STEEL REINFORCEMENT r
SaFz FT N^1"
MASONRY REINFORCEMENT DETAIL SCALE 1/2" ; 1'-011
of .....
4 4 4
'4 D'4 4'4 4'4 4'4 D'4 4,4 4'4 4'4 414 4'4 4'4 4'4 D'4 4 4'4 4 4'4 4'4 44'4 44'4 4D4 4p'e 4 DRAWN BY:
P• D• P, D 'u P• D •1 P• A •r O' P 3 P' P• P 'r A• D '. P' P• P 'r D 'r P, P• P •r I O
d, ° a e d a d• f v• J• e s d• d, • d e J s d e J• d. d s J T. BULLIS
• 4 '1 -1 4 ° 4 -0 J ' 4 • J • -0 4 J 4 • 4 4 • -0 ' 4 4 ' ° 9 • 4 • 3 ' • °
CONCRETE FOOTING 4'4 4'4 4 a
4A 44 014. 1-4 D'n 4 4 4'4 4 4 4'n D n D'n D'4 0 4 4'n 4'n 4 n D'4 0 n 4D' i 4
D P P• D• D• D• P' D• D• P• p' P' P• D• P• P 1 P• D• D' • ' '
d p d A J, • d• d 4 4 d° d 4 d• J, e d, • d♦ d 4 d• d, A d• a d 4 d e A• 4 P d 4 D d, °, d P 0230 PM
4' 4' 4 a' 4 4 1•° 4' a • 4 • 4 4 a' 4 • 1 • 4 a 4' a • 4 4 • 4 4 f° n I
D'n D'n D'n d •4 D'4 n 4'4 4'4 D a D'n Q a 4'n 4 4 D'n D'n 4'n d a 4'n D'4 0'n D'n D n 11.2.4
t'd. A-� �A $'oa��S fi eD c a; ^D �F" II-' A s a- SoftPlan Llto
d• J 4 d .l J• A• d J 4 d d s d 4 J, ° d, J• d, J 4 J, • J 4 d J• J d
a a 4 Kevin Mere AdcaUCri
"5 STEEL REINFORCEMENT r
SaFz FT N^1"
MASONRY REINFORCEMENT DETAIL SCALE 1/2" ; 1'-011
of .....