1426 OCEAN BLVD - NEW GARAGE DRAWINGS 251 - 011 (0' - 0"
11
20' - 0 <5PN
(o - 0
21-10" 131-011 Al FOUNDATION, FLOOR PLANS, NOTES
LATTICE 5CREEN-TYP,
A2 ELEVATIONS, FRAMING PLANS
7'�
> A3 WALL SECTIONS, DETAILS, SCHEDULES
lro"40" CONT. CONG. FTG.
W1 2-#E� CONT, E
ca A4 ALTERNATE DORMER PLAN
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F15ERME6H OVER 1-U, A
VAPOR 5ARRIER ON [L j -q
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AREA Or- DORMER A5 d)
15"x1a"x12" CONC. FTG.
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Note G;srera I
201 - 011 L ALL WOOD IN CONTACT W1 GONC. OR MASONRY SHALL
5E PRESSURE TREATED.
2. FIELD VERIFY ALL DIMENSIONS.
3. NO REQUIRED EGRESS IS ELIMINATED 5Y PLAN. z
&1 - 211 (o -0
4. RENDERALL PATCHES SMOOTH, LEVEL � INVISI5LE.
51-01, 41-411 PLANS MEET GHPT. Iro, F.5.C.,2010.
ROOF LINE ro. ROOFING SHALL 5E INSTALLED 1N ACCORDANCE WITH GHPT. J5, F.5.C,2010.
7- ALL ELEC. OUTLETS NEAR PLUMBING OR AT EXTERIOfR SHALL 5E GFI TYPE.
a. CONTRACTOR SHALL INSPECT EXISTING CONDITIONS PRIOR TO ANY DEMOLITION.
ATTIC 'B. DESIGN � CONSTRUCTION SHALL MEET PREVAILING NEIGH50RHcoD STANDARDS.
all
LLJ
FOUNDATION
GARAGE BUILDING FOUNDATIONS ARE DESIGNED FOR AN ASSUMED ALLOWABLE
BEARING PRESSURE VALUE OF 2000 POUNDS PER SQUARE FOOT.
PROVIDE FOUNDATION WATERPROOFING AND DRAIN WITH POSITIVE EXIST. CONST. TO REMAIN 0 Ljj
SLOPE TO OUTLET AS REQUIRED BY SITE CONDITIONS,
GARAGE AREA 5ELOW LjL_
SLOPE GRADE AWAY FROM FOUNDATION WALLS 6" MINIMUM EXIST. CONST. TO 5E REMOvED
WITHIN THE FIRST 10 FEET.
NEW CONST.
PROVIDE PRESSURE TREATED LUMBER FOR SILLS, PLATES, BANDS
AND ANY LUMBER IN CONTACT WITH MASONRY. S SINGLE POLE SWITCH 0 11 1
PROVIDE APPROVED AND BONDED CHEMICAL SOIL TREATMENT AGAINST < 0�� =
FUNGUS, TERMITES AND OTHER HARMFUL INSECTS. 110V DUPLEX OUTLET Q
FRAMING 220 V OUTLET V)
ALL FLOOR JOISTS, CEILING JOISTS, RAFTERS. GIRDERS, HEADERS, EXHAUST FAN-IN PARALLEL W1 LIGHT o
r 0 s 5 SILLS AND BEAMS SHALL BE NO. 2 SOUTHERN YELLOW PINE (S.Y.P.)
UNLESS OTHERWISE INDICATED. 0 CLG. FAN JUNCTION 5OX-5RACED
ALL LOAD BEARING WALLS SHALL BE NO. 2 SOUTHERN YELLOW PINE (S.Y.P.)
1 /4 0 UNLESS OTHERWISE INDICATED. NOTE-SEE 'NOTE"
DESIGN SPECIFICATIONS FOR LAMINATED VENEER LUMBER (LVL) 0 SMO<E DETECTOR-WIRED
BEAMS AND HEADERS : GRADE : 2950Fb-2.OE
3 20 34420 3420 -3420
IL BENDING Fb : 2950
MOE : 2.0 X 106 CLG. MTD. LIGHT FIXTURE c/7) <
SHEAR Fv : 290
GABLE ENDS SHALL BE BALLOON FRAMED UNLESS OTHERWISE NOTED.
ROOF LINE
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LOADS
oil - oil
a 2 0 a, - o" oil ROOF LOAD DESIGN IS: 20LBS. LL/20LBS. DL
FLOOR LOAD DESIGN IS: 40LBS. LL/20LBS. DIL
Project eutnmarW tu
PROJECT TYPE: ACCESSORY 5UILDING - GARAGE z
:Cj z
or� .
PROJECT ADDRESS: 1425 OCEAN 5LVD.
DESIGN CRITERIA IL 4 ZOE
INTERSECTING STREETS: 15TH 4 SEMINOLE BEACH RDA W ;= 0
A WIND ZONE: 130 MPH 0 In a 1 9- 1
L t IMPORTANCE FACTOR: 1 CURRENT U5E/ZONING: RESIDENCE () 0 a u 46, L
Uj jz 4 0
INTERNAL PRESSURE COEFFICIENT: 0.18 STORY. 1 Q Z M
0 o".
1 /4 1 Oil TYPE: ENCLOSED WINE) (mph): 130
tz z
INTERNAL F`RE85URE COEFFICIENT: 0.18 0 2 uj
U.
NEW CONDITIONED AREA: 0 is.f. oww
Cl
NEW UN-CONDITIONED AREA: rolb s.f. Ul ul
w 0 w w
NEW IMPERVIOUS AREA: 724 is.f. (5DLG. + PAVERS) - cc
Lu
RP 5:12 an
Al FOUNDATION, FLOOR PLAN5, NOTES
A2 ELEVATION5, FRAMING PLANS
r-04 TTEN A3 WALL SECTIONS, DETAIL5, SCHEDULES
A4 ALTERNATE DORMER PLAN
LATTICE LATTICE
504R1 5ATrEN
do
0.00
COQUINA FIN. w
'�'�COQUINA FIN.
z
x
LL
LU
W4
01
Lu
z
w
RP E�_-12 0 i
SHINGLE ROOF
PL. HT.
5AT EN
LATTICE-- 50ARC� 5ATTE'� Note G;ereral
L ALL WOOD IN CONTACT W1 CONC. OR MASONRY SHALL
5E PRESSURE TREATED.
2. FIELD VERIFY ALL DIMENSIONS.
FIN. FL, 3. NO REQUIRED EGRE55 IS ELIMINATED 5Y PLAN.
44 4. RENDER ALL PATCHES r5`10OTH, LEVEL � INVI5I5LE.
C4
COQUINA \\—COQUINA FIN. 5. PLANS MEET CHPT. 1(o, FB.C,2010. z
w
(o. ROOFING SHALL 5E INSTALLED IN ACCORDANCE WITH CHPT- 15, F.B.C.,2010.
7. ALL ELEC. OUTLETS NEAR PLUM5ING OR AT EXTERIOR SHALL 5E GFI TYPE.
a. CONTRACTOR SHALL INC-PECT EXISTING GONDITION5 PRIOR TO ANY DEMOLITION.
LeFt E I eva t -I orl e a r eva t -I oil 13. DESIGN � CONSTRUCTION SHALL MEET PREVAILING NEIGH50RHOOD STANDARDS.
10- EXTERIOR FRAME WALLS SHALL 5E 2"xro AT Iro" ON CENTER, INTERIOR WALLS
1 /4 0' ' SHALL 5E 2"x(o" AT Iro" ON CENTER.
1 /4
2a' - oil
LLJ
EXIST. CONST. TO REMAIN 0 LLJ
L_ 0
EXIST. CON5T. TO BE REMOvED
NEW CONST.
CD
SINGLE POLE SWITCH < ry
110V DUPLEX OUTLET
2"x&" RAF&. AT 24" O.C. 220 V OUTLET CICO-00
EXHAUST FAN-IN PARALLEL W1 LIGHT
ca 0 3�:
0 CLG- FAN JUNCTION 50X-5RACED
_x
NOTE-SEE "NOTE"
4" PIPE COL.
0
2"X 0 SMOKE DETECTOR-WIRED
%1D CLG. MTD. LIGHT FIXTURE
AREA OF DORMER A5
2"x&11 RRI 24" O.C.
RI GE
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2-2 x 2-2"xro" <
2''> 6" I;R , F AT 24" O.C.
2''xro" F FS 4" aa
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-Project SummarW
CA CA CA CA PROJECT TYPE: ACCESSORY BUILDING GARAGE
2-2"xro 11 2-2"x(o" PROJECT ADDRESS: 1425 OCEAN BLVD.
INTERSECTING STREETS: 6TH 4 SEMINOLE BEACH RD.
CURRENT USE/ZONING: RESIDENCE
STORY. I
WIND (mph): 130
INTERNAL PRESSURE COEFFICIENT: +/- 0.18
NEW CONDITIONED AREA.- 0 s.F.
NEW UN-CONDITIONED AREA: (olro sT.
NEW IMPERVIOUS AREA: 724 a.F. (51--)LG. + PAVERS)
FOUNDATION
BUILDING FOUNDATIONS ARE DESIGNED FOR AN ASSUMED ALLOWABLE
BEARING PRESSURE VALUE OF 2000 POUNDS PER SQUARE FOOT.
PROVIDE FOUNDATION WATERPROOFING AND DRAIN WITH POSITIVE
SLOPE TO OUTLET AS REQUIRED BY SITE CONDITIONS. C01'*1FONENT5 CLAIDIDINGS (F.5-F.) Flar <e�
LOADS SLOPE GRADE AWAY FROM FOUNDATION WALLS 6" MINIMUM .1
RODF LOAD DESIGN IS: 20LBS. LL/20LBS. DL WITHIN THE FIRST 10 FEET. END ZONE (Fp) INTERIOR ZONE (4) Al FOUNIDATION, FLOOR PLANS, NOTES
PROVIDE PRESSURE TREATED LUMBER FOR SILLS, PLATES, BANDS SIZE
FLOOR LOAD DESIGN IS: 40LBS. LL/20LBS. DL AND ANY LUMBER IN CONTACT WITH MASONRY. F05. + NEG. - F05. + NEG. A2 ELEVATIONS, FRAMING PLANS
PROVIDE APPROVED AND BONDED CHEMICAL SOIL TREATMENT AGAINST
FUNGUS, TERMITES AND OTHER HARMFUL INSECTS.
DESIGN CRITERIA FRAMING 0 - 20 2 r:;,.c3 34.7 2 rp.'B 20.1 A3 WALL 5ECTION5, DETAILS
ALL FLOOR JOISTS, CEILING JOISTS, RAFTERS, GIRDERS, HEADERS, 20 - E�O 24.7 32.4 24.7 2 ro.9
Wll�D ZONE: 130 MPH SILLS AND BEAMS SHALL BE NO. 2 SOUTHERN YELLOW PINE (S.Y.P.)
IMPORTANCE FACTOR: 1 UNLESS OTHERWISE INDICATED.
INT:_'RNAL PRESSURE COEFFICIENT: 0.18 ALL LOAD BEARING WALLS SHALL BE NO. 2 SOUTHERN YELLOW PINE (S.Y.P.) r7o - 100 23.2 293 23.2 25.4
UNLESS OTHERWISE INDICATED. I
TYPE: ENCLOSED
C14
DESIGN SPECIFICATIONS FOR LAMINATED VENEER LUMBER (LVL) eloo 22.0 2&.c3 22.0 24-2 cf)
BEAMS AND HEADERS : GRADE : 295OFb-2.OE
E�:12 BENDING Fb : 2950
MOE : 2.0 X 106
SHEAR Fv : 290
eHINGLE FDOF ON I-FL*T- 30# FELT
ON 7/1 ro 0.5,5. 5HTG W1 CLIP5 GABLE ENDS SHALL BE BALLOON FRAMED UNLESS OTHERWISE NOTED. u- 01
Ocl AT 4 O.CJEDGE � (o"O.C,./FIELLD
RING6HANK NAIL& AT ROOF 6HTG.-TTf=.
- 2"xro" 'RAF6. AT 24" O.C. `4
5IMPSON H-3 HUfRRIGANE CLIF5- FRF: 4:12 �4EAIDEfR 5G�4EDIJLE
OPENINGS TO 3'-0" WIDE 2-2x8 W1711ro" OSG BETWEEN
50TH 6IZ'-)E5 EA. TRU56 1'*IETA� ROOF ON 2"x4" 5TRINGER5
z q (P
AT 10' ON CENTER OVER RAFTER OPENINGS TO ro'-O" WIDE 2-2xI0 W/ 711ro" OSG BETWEEN
OPENINGS TO 13'-0" WIDE 2-2xI2 W1 7/16" OSG BETWEEN X
MTL EAVE E) q
10'- 1 1/2 f=L.. FT. U-
5IMf=50N H-3 HURRICANE CLIF& 2 x RAPS. 04
AT 24" O.G. WQ
f=.T. IX3 TIRIM 11 MTL EAVE EDRI
73
F.T.2X 2 X&" 5TUE;)5 AT I(o O.C, GONNECT05� 6C�4EDULE d)
ot 4
P.T. IX2 TRIM FLOOR To FLOOR AT EXTERIOR SIMPSON MSTA36 C4
5/a" PLYWD 5OFFIT' cl t-
EXTERIOR STUDS 1/2" ALL-THREAD AT 48" O.C, CORNERS,
GONT. 5C;fRN ID VENT--` a'-O" FL. HT. EA. SIDE OF OPENINGS, FTG. TO TOP PLATE Q
F.T.2x 0-)
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2 x(o ATTIC, J016T5 AT 24 O'c" HURRICANE CLIPS SIMPSON H3, 50TH SIDES f__
4 x4 F05T z
4"x4" POST 5ASE SIMPSON A51J44
16" 1(o GAUGE 5TfR,4f=-JCI5T TO 5TU13-
4"x4" POST CAP SIMPSON AC4
2 X(o" 5TUE)& AT 16" O.G. HEADERS TO STUDS SIMPSON LSTA21
50ARID � 5ATTE�11% ALL-THf;REAF,) AT 4a" O.C., GOfRNEfR5 EA. 5IDE OF Of=ENING5 GABLE END WALL TO D15L. TOP PLATE SIMPSON HGAIO
7/1(o" 0.5.5. 5HTG. W1 ad AT (o" O.C. EIDGzE LATTICE __-2 11 x4" TYF. FLATE 6FLIGE
(o" O.G. FIEL --p.T. 2"Xro" f=LATE NAILS REQUIRED FOR COMMON PLATE SPLICE ARE 17-16d
'TYVE<' of;R EaUAL HOU5E Wf;RAFl-
4 11 GONG. 5LA5 W1 FI5EfRME5H
zkj F_ EXI6T_ CONC. f=ATIO Note - G;erera I
FAVER5
GfRAIDE-VAfRIE5 L ALL WOOD IN CONTACT W1 CONG. OR MASONRY SHALL
L.00ro POLY VAPOR E3Af;R`RIEf;R 5E f=RE55URE TREATEI:).
2. FIELD VERIFY ALL DIMEN6ION5.
TfREATEC) a CLEFAN FILL -+--j CONC, FTr-:;. eEE FOUNID. FLAN 3. NO REaUIRElD EGRESS 16 ELII*IINATE�) 5Y PLAN.
4. RENDER ALL PATCHES O"MOOTH, LEVEL � INVISI5LE.
lu
FTr-z.-5EE FOUMDATION f=LAN
5. PLANS MEET CHFT. 16, F.5.C.,2010. LU
0 0 .,2010.
(o. ROOFING SHALL 5E INSTALLED IN ACCORDANCE WITH C;HI=T. 15, F.5.0
7. ALL ELEG_ OUTLETS NEAR FLUM5ING OR AT EXTERIOR SHALL 5E GFI TYPE- Lcl w
5. CONTRACTOR SHALL INSPECT EXISTING CONDITIONS PRIOR To ANY r_)EMOLITION.
c3. E)E5IGN � CON5TRUCTION SHALL MEET PREVAILING NEIGH50RHOOID 5TANIDARD5.
80"M A04 MAX PMT CAP 'X WDEAM UY
AV&UPLX-7-WOM 1w F-Lyw BETUM
"MRPIC 10. EXTERIOR FRAME WALLS SHALL 5E 2"x(o AT 16" ON CENTER, INTERIOR WALLS
4"x V P.T.NXI
SHALL 5E 2"x(o" AT l(o" ON CENTER.
601FOGN AMU44 K*T ISAM
NOT TO 5CALE AV%UMLM-OWO
DOM-210"
bAr X W IMMACeD It=
mm"M wr
LM:
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T
3/4" PLYWF-)-NAIL i GLUE &U5-FLOOR V X 4!F.T.FOOT
LJLJ
2- 2"xa" 5EAM T� a 5crnld Area T"�e
Z
NOT TO SCALE 0 Ljj
EXIST. CONST. TO REMAIN
EXIST. CONST. To BE REMOvED
NEW CONST. LJLJ V)
Ljj
_2"xro" FJ. AT 24" C),C;. S SINGLE POLE SWITCH
< fll:� _c:
5EGOND FLOOR E)== II0v DUPLEX OUTLET
SIMPSON SP6 @ 16" O.C.
ROOF TRUSSES 220 V OUTLET < V)
IMPSON SP6 TYP. SIMPSON SP6 @ 16" O.C.
COL. PLATE 1,41 1/2" x 6" LAG 5OLT5 @ EXHAUST FAN-IN PARALLEL W1 LIGHT Q)
4"X4"XI/a" 5TL. COL. I A I CLG. FAN JUNCTION 5OX-5RACED L'jj M
NOTE-aEE "NOTE"
4
0
HDR. HDR. 0 5MO<r= DETECTOR-WIRED 1-- 4-
V) <
2"x6" KING STUDS 0 CLG. MTD. LIGHT FIXTURE
--------SIMPSON LSTA21
4"X4"Xl1,5" 5TL. COL, /2'' DIA.-T*P�
TO SIMPSON LSTA21 APA RATED SHEATHING 2"x6" CRIPPLES/HDR. STUDS L'j <
0 4" 0-COOL. 11 i
COL. PLATE '5' _2%6" BLOCKING @ JNT. 1/2" ALL-THREAD-MIN. EMBED 7" 2-FOR SPANS TO 6 FT <
3-FOR SPANS TO 9 FT
COLUMN PLATE 'A' Froject SummarW
48" O.C., CORNERS & EA. SIDE OPINGS.
1/2" x 10" ANCHO 5OLTS UJ/ 3'' UJA&HEIR6 4"X4"XI/8" STL. COL.-TrP. 2"x6" SILL PLATES
12' 1 FOR SPANS TO 6 FT
4" CONG. 5L,45 ___2"x6" STUDS 3-MR SPANS TO 9 FT
FIRST FLOOR - SIMPSON SP6 _ryP. 1/2" ALL-THREAD-MIN. EMBED 7" rll--1-2-16d TOENAILS
Ill ly/ I- PROJECT T'rPE: ACCESSOR'r BUILDING - GARAGE
1/2" DIZ-T*P SIMPSON STHD8 -lT- -7r- PROJECT ADDRESS: 1425 OCEAN BLVD.
Ill u _�o 0 � 2"x6" CRIPPLES 16" O.C. INTERSECTING STREETS: 15TH 4 SEMINOLE BEACH RD,
CURRENT U8r=/ZONING-. RESIDENCE
16d TOENAILS
STOR'r: I
12'
5EE FOUNDATIO� f=L ;yz WIND (mph): 130
CQ_UMN PLATE '5' INTERNAL PRESSURE COEFFICIENT, 0.16
\v
NEW CONDITIONED AREA: 0 s.r.
GciL�trr F' lates Details NEW UN-CONDITIONED AREA: rolro s.f. /A
N.T.5. N.T.5. C:sara!2e Door Openine T�joical Exterior Wall NEW IMPERVIOUS AREA: 724 al. (5DLG. + PAVERS)
N.T.S. N.T.S.
25' - 0 ro 0
Flar <e�4
L TTICE SCREEN-T)"P. Al FOUNDATION, FLOOR PLANS, NOTES
1 A2 ELEVATIONS, FRAMING PLANS
A3 WALL SECTIONS, DETAILS, SCHEDULES
A4 ALTERNATE DORMER PLAN
-4p
1� TTE-N
LL
shuir
w
LATTICE tu :z 0)
L - " ct
Z,C,4
c;OauINA FIN.
0
/--,4f;REA OF DORMER A5 d)
IL x
r t E e v -10 r =X
W
o' '
10'x5' 0.P. GARAGE DOO Lu
i__
M lu
2(5' - 0"
4'-ro 4-0"
(o 2"
Ni�l Oil
Rooi F LINE F -� r ,5t Floor F I a r
I o' '
Note Gierisra I
q L ALL WOOD IN CONTACT W1 GONG. OR MA50NR)" SHALL
w 5E PRESSURE TREATED.
2. FIELD VERIFT' ALL DIMENSIONS.
20' - 0"
3. NO REaUIRED EGRESS IS ELIMINATED 5Y PLAN.
GARAGE AREA 5ELOW
4- RENDER ALL PATCHES SMOOTH, LEVEL � INVISI5LE.
5. PLANS MEET CHPT. Iro, FB.C,2010.
ro. ROOFING SHALL 5E INSTALLED IN ACCORDANCE WITH GHFT. 15, F.5.C,2010.
'n
7. ALL ELEC. OUTLETS NEAR PLUM5ING OR AT EXTERIOR SHALL 5E GFI TYPE.
5. CONTRACTOR SHALL INSPECT EXISTING CONDITIONS PRIOR TOANY DEMOLITION.
9. DESIGN � CONSTRUCTION SHALL MEET PREVAILING NEIGH50RHOOD STANDARDS.
3420 3420 3420 340 e xro" RAF AT , 4" 0 FOUNDATION L.Li
BUILDING FOUNDATIONS ARE DESIGNED FOR AN ASSUMED ALLOWABLE
BEARING PRESSURE VALUE OF 2000 POUNDS PER SQUARE FOOT.
PROVIDE FOUNDATION WATERPROOFING AND DRAIN WITH POSITIVE EXIST. CONST. TO REMAIN 0 LLJ
ROOF L INE SLOPE TO OUTLET AS REQUIRED BY SITE CONDITIONS. I I Q I i
2 x5" ftir-)Gm. 2''+'' RIDGE SLOPE GRADE AWAY FROM FOUNDATION WALLS 6" MINIMUM EXIST. CONST. TO 5E REMOVED
WITHIN THE FIRST 10 FEET. L.J v) Li-
41 - 011 4' - 0 11 41 - 0" PROVIDE PRESSURE TREATED LUMBER FOR SILLS, PLATES, BANDS NEW CONST.
0 LJLJ
AND ANY LUMBER IN CONTACT WITH MASONRY.
PROVIDE APPROVED AND BONDED CHEMICAL SOIL TREATMENT AGAINST s SINGLE POLE SWITCH < ry
�l oil AF%A. AT 4" AG. FUNGUS, TERMITES AND OTHER HARMFUL INSECTS. E)= 110V DUPLEX OUTLET Q:�
I I FRAMING 220 V OUTLET < V)
2-2"x(o" 2-2"x(o" ALL FLOOR JOISTS, CEILING JOISTS, RAFTERS, GIRDERS, HEADERS, EXHAUST PAN-IN PARALLEL W1 LIGHT CD ��: Q)
It x(o" R4F� AT 24" O.C. SILLS AND BEAMS SHALL BE NO. 2 SOUTHERN YELLOW PINE (S.Y.P.) Lj M
2"xb" FAFS. Ir 24 ' ( UNLESS OTHERWISE INDICATED. (D CLG. FAN JUNCTION 5OX-5RACED
\9) \1D \R) ALL LOAD BEARING WALLS SHALL BE NO. 2 SOUTHERN YELLOW PINE (S.Y.P.) :2 = 0 i
t t x x x x UNLESS OTHERWISE INDICATED. NOTE-SEE NOTE"
1� 1� `� 0
DESIGN SPECIFICATIONS FOR LAMINATED VENEER LUMBER (LVL) 0 SMOKE DETECTOR-WIRED
1 /4 1 o' ' m m BEAMS AND HEADERS : GRADE : 295OFb-2.OE
2-2"x(o" 2-2"x(o" BENDING Fb : 2950
MOE : 2.0 X 106 CLG. MTD. LIGHT FIXTURE U)
SHEAR Fv : 290
GABLE ENDS SHALL BE BALLOON FRAMED UNLESS OTHERWISE NOTED.
Ld
<
LOADS
ROOF LOAD DESIGN IS: 20LBS. LL/20LBS. DL
FLOOR LOAD DESIGN IS: 40LBS. LL/20LBS. DL
Fro,-ject SummarW
1 /4 1 1 o' ' PROJECT TYPE: ACCESSORY 5UILDING - GARAGE
I PROJECT ADDRESS: 1425 OCEAN 5LVr->.
DESIGN CRITERIA INTERSECTING STREETS: 15TH 4 SEMINOLE 5EACH RD.
WIND ZONE: 130 MPH CURRENT USE/ZONING: RESIDENCE
MPORTANCE FACTOR: 1
NTERNAL PRESSURE COEFFICIENT: 0.18 STORY: I
WINE) (mph): 130
,4 1 e r na t 'i v e TYPE: ENCLOSED Co
INTERNAL PRESSURE COEFFICIENT: +/- 0.18 C..')
NEW CONDITIONED AREA: 0 s.F.
NEW UN-CONDITIONED AREA: rolro a.f.
NEW IMPERVIOUS AREA: 724 s.f. (5DLG. + FAVERS)