1464 SEMINOLE RD - ALTERNATION DWG I
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WOOD RR ME CONSTRUCTION
BUILDING CODE SUMMARY CODE COMPLIANT WINDOW INSTALLATION METHOD(FBCF;rO3 )
MATH R REBITIY B MF R 1LL d APPLIED PRIGR TO tt E UMpCW"TALLATIQI
iLA&iRG APPLIED THE FACE OF iME rVJN11I RANGE
ulianne N
CODE ENFORCEMENT JURISDICTION: w J •
CITY OF ATLANTIC BEACH
° Overby,
WIND ZONE: 120 MPH (WIND-BORNE DEBRIS)
FLORIDA BUILDING CODE - RESIDENTIAL: 2010 ED.
Architectural and Interior Design
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FLORIDA BUILDING CODE- PLUMBING: 2010 ED. .,�m �M._ �.,��,�,�„�M„,,. Consulting Services
FLORIDA BUILDING CODE - MECHANICAL: 2010 ED. -
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FLORIDA BUILDING CODE - FUEL GAS - 2010 ED. �,�.�� �• E DORE W� ; Julianne N. Overby, R.A.
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NATIONAL ELECTRICAL CODE: 2002 EDITION 2452 Pullian.Street
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FLORIDA FIRE PREVENTION CODE: 2007 EDITION Jacksonville Beach
J Florida 32250
OCCUPANCY CLASSIFICATION: RESIDENTIAL ^SMT 904-704-8628
Email: lnoverby@' att.net
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CONSTRUCTIONTYPE: TYPE V B (WOOD FRAME)
SPRINKLED. NO ® FL. AR-0017060 FL. ID-4621
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FIRE DISTRICT: NO � s ,RmR�o � �,;LAN, �
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BUILDING HEIGHT . EXISTING L 0 XISTI ' TV
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BUILDING AREA- N-� JI N EQU EN
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EXISTING A/C: 1625 SQ FT. Rx
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NEWA/C . _ 432 SQ FT. i I
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OP LEFi.COWJER LF WNOW
NEW TOTAL A/C AREA: 2,057 SQ FT. SCHAFER RESIDENCE
GENERAL NOTES ROlE9:
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1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EKISTING °OpeOwmw°� a meo.wtamw"."mu"mmmwa.xrF A I-
BUILDING EDITION, ACI, NDS, APA AND`ASCE7-10. j awgw e: u�an.wc.mw�mEmma w I NEW x p FLORIDA 322J3
1 5. wBdRmF�wlm1 InmmM r MASTER w 3
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH e p N
1 APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. „�, SILL m \ TV BEDROOM M
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO
Qrepaed b ESOAF Plrox Geae<Gib xw
COMMENCING CONSTRUCTION. e p 5-11-2013 CLOSET 1 � ., EXISTING SLAB
28
_ b TO REMAIN
4. DETAILS FOUND WITHIN THESE DRAWINGS ASSUMED SHALL BE ASS TO BE TYPICAL
SLDR
DETAILS FOR THIS JOB ONLY. J
CONSTRUCTION FOR THIS DETAILS_SHALL GOVERN S
UNLESS NOTED OTHERWISE ON THE PLANS. FASTEN LAST STUD OF PROPOSED WALL TO
EXISTING .CMU WITH 3/16"X3" TAPCONS AT 12 O.C. 10>1w\
5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. 2'-8'
THE OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE EXISTING l AST, R SLDR ro SCHAFER RESIDENCE
CONDITIONS. --SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED ° I
LIG T _
0 CL
HOUSE
BAH
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�I C n ,� ONENT AND ADDING
UNLESS MORE STRINGENT DESIGN IS SPECIFIED. WITHIN THESE PLANS. DESIGN OF THIS IVI P -� � RENOVATION
STRUCTURE WAS PERFORMED ASSUMING :2000PSF SOIL CAPACITY. f TO REMAIN UNCHANGED DE RATI o / (PREWIR FAN) P
DESIGN PRESSURES LIGH FIXTU Es �
6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON
THESE PLANS, THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL EFFECTIVE END ZONES PSF INTERIOR ZONES, /
ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. AREA, SF PSF o /
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7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 0-20 24:4 -32.0 24.4 -26.6 r s
NO
EXISTING NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES o
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28.8 22.9.
w _
; 20-50 22.9 25.3
AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY
INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION It 3
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE 50-100 21.6 -27.2 21.6 -24.0 5'-O" M
ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS I 3'-0' 1V-11
.,. . 100-200 20.8 -24.4 2Q8 -22.9 \
OR OTHER_ MEASURES NECESSARY TO PROTECT THE STRUCTURE AN ANY` _
PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY.QF':ABOVEA
ITEMS ARE THE, SOLE RESPONSIBILITY OF THE CONTRACTOR:
FRAMING NOTES REVISIONS
„ „ „
1. DESIGN OF ` WOOD -COMPONENTS IN THIS STRUCTURE IS BASED ON THE. 2010 -6 3 -0 � 5 -0 3 -0 2 -6 2 -7 NO. DESCRIPTION DATE
FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN EXISTING OFFITzi
SPECIFICATION FOR WOOD CONSTRUCTION. TO EMAIN x4'-4"H. x '-4"H.
2. DESIGN LOADING
FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS PARTIAL FLOOR PLAN 2 1
SHEET. SCALE- 1/8"
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS P
ARE ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. I
EXISTING GARAGE i
CONTACT ENGINEER OF RECORD 1F EQUAL CAPACITIES ARE NOT APPARENT. HEADER TO REMAIN
i
AND SERVE AS R
4. ALL WOOD DIRECTLY 'EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE HEADER FOR NEW WINDOW
PRESSURE 'TREATED.
Y
1_
YEXPOSED TO WEATHER SHALL BE PRESSURE TREATED ALL EXISTING ROOF
5.
ALL WOOD DIRECTLY
SAND SHEATHING
RAFTER H
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. TO REMAIN.
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7. DIMENSION LUMBER DATE ISSUED: JUNE 25, 2015
7.1. ALL MEMBER SIZESGIVENIN THE DRAWINGS ARE NOMINAL DIMENSIONS Z' TOP PLATE TO HEADER:
7.2 EXISTING GARAGE BEAM WHERE.POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS.. SSP AT 16"O.C.
7.3. ALL BEAMS AND 'JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE SERVES AS NEW HEADER
FRAMED WITH SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OVER WINDOWS. NOTE:
OF THE ENGINEER' OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH i' FDO NOT SCALE DRAWINGS,
NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. W WINDOW BUCK FASTENED EXISTING TOP PLATE TO
tr_ AT EACH END WITH (4)1 Od REMAIN PRINTED ON11 "X17"
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE z TOE-NAILS.
DEFINED BELOW: KING STUDS TO TOP AND MEDIA, DRAWING SCALE
m BOTTOM PLATE WITH SSR
EXISTING WALL STUDS IS HALF NEW
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-
8d - 0.131" x 2-12
/
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NE
W HEADER. SEE PLAN
10d _ 0.148 x 3 FILL OPENINGS WITH 2X4
FORIZE .KINGS AND
S
_ _ N0.2 SPF STUDS AT 16 O. .
12d - 0.148 x 3 1/4„ 0 CRIPPLES.
_16d 0.162" x 3-1/2" 7pFASTEN TO PORCH BEAM SHEET TITLE
m ABOVE AND BOTTOM PLA CRIPPLES TO HEADER:
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE 8
BELOW WITH (4)1od MSTA18 WITH (6) 1od IN
z
TOE-NAILS. HEADER 8 10d IN CRIPPLE
I:
FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET.
N / GARAGE 8c
INFILL WALL:
2X4 STUDS ® 16" O.C. \ 2X4 PT NO.2 SYP BOTTOM W/ R-13 BATT INSULATION. PLATE. FASTEN TO
10. CONVENTIONAL FRAMING LUMBER 1S 2x No.2 SYP UNLESS NOTED OTHERWISE. `, MASTER/� STER IVI �lJ I I
LOAD TABLE PROVIDE HOUSE WRAP MATERIAL EXISTING SLAB WITH 1/4"
ROOF:LIVE LOAD: 20.0 PSF INSTALLED PER THE MANUFACTURER'S TAPCONS AT 12"O.C.
BEDROOM DROO
DEAD LOAD: 7.0 PSF RECOMMENDATION AND EXISTINGGARAGE SLAB
SIDING TO MATCH EXISTING TO REMAIN PLAN
CEILING: 1/2"X6"TITEN HD SCREWS
LIVE LOAD: 10.0 PSF NO FURTHER THAN 3' 444
LIVE LOAD-STORAGE: 30.0 PSF AWAY FROM CRIPPLE
1
DEAD LOAD.
III 5.0 PSF
FINISHED
ISHED F4LOOR
STUDS.
S.
pFLOOR: a a
13
SHEET NUMBER
III-111-111 LIVE LOAD: 40.0 PSF 1- 11_ - I1DEAD LOAD: 10.0 PSF EXISTING FOOTING TO
DECK LIVE LOAD: 50.0 PSF ° III VIII VIII-,III_III-III II III-III ,III,-III�III .LII,.
REMAIN
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WIND LOADS: EXISTING FOUNDATION a 1 111=III III=III=111=111 -P =_ -
WIND SPEED: 130 MPH TO REMAIN =III I - =III= III-III III-III-III- #
EXPOSURE: C -IIIIII„ III_ i n LII-u .II III III
IMPORTANCE: 1.0
BUILDING CATEGORY: 1 TYPWALL SECTION-
INTERIOR 2 TYP . INFILL DETAIL 3 TYP . HEADER FRAMING DETAILS PERMIT
.
ENCLOSED BUILDING: V'
PRESSURE COEFFICIENT: 0.18 A-1 SCALE: 3/4" = 1'-0" A-1 SCALE: 1/2" = 1'-0" A-1 SCALE: 1/2" = 1'-0"
ROOF PITCH: MATCH EXISTING DRAWINGS
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II
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- WOOD FRAME CON5TRUC-ION
BUILDING CODE SUMMARY : CODE COMPLIANT WINDOW M5TAL.LATI6N METHOD(FEC-R103 ):
MATH R REBITIY BAMER 1LL d APPLIED PRIGR TO tt E UAVpCW"Ta LATIQ
iLA&iRG APPLIED THE FACE OF TME rVJN11I RANGE
CODE ENFORCEMENT JURISDICTION: w Julianne N .
CITY OF ATLANTIC BEACH
' Overby, D
WIND ZONE: 120 MPH (WIND-BORNE DEBRIS) A
FLORIDA BUILDING CODE - RESIDENTIAL: 2010 ED.
Architectural and Interior Design
FLORIDA BUILDING CODE- PLUMBING: 2010 ED. ..�m �M._ �.,��,�,�„�.,„,,. Consulting Services
FLORIDA BUILDING CODE - MECHANICAL: 2010 ED. -
FLORIDA BUILDING CODE - FUEL GAS - 2010 ED. ; Julianne N. Overby, R.A.
NATIONAL ELECTRICAL CODE: 2002 EDITION 2452 Pullian Street
� o®,-
FLORIDA FIRE PREVENTION CODE: 2007 EDITION Jacksonville Beach Florida 32250
J ,
OCCUPANCY CLASSIFICATION: RESIDENTIAL A_mT El A614M904-704-8628
Email: J'noverby@att.net
'noverb att.net
CONSTRUCTION'TYPE: TYPE V B (WOOD FRAME)
®
SPRINKLED: NO
FL. AR-0017060 FL. ID-4621
FIRE DISTRICT: NO �o o I � AN,
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BUILDING HEIGHT- EXISTING ROOF LINE TO REMAIN XISTI
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BUILDING AREA- BARRIER.Yffi N EQU EN
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II
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EXISTING A/C: 1625 SQ FT. R�ao �2. TO E IN R D TED
I .
NTH LO ION
INTERIOR VIEW
I
ER R
NEW A/C . 432 SQ FT. I
i OP LEFi.COFNER LF WNOW
NEW TOTAL A/C AREA: 2,057 SQ FT. SCHAFER RESIDENCE
GENERAL NOTES ROlE9:
. f(,'� ipso Aeh4p L 9eMYlptabllmEtYeeNaEl"FM1e rype(mm RNs),
I ATLANTIC BEACH
2, mmNume mee aepma"4mw,pwz ummwrt Z
L CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EKISTING °OpeO„m: - - - - - - - A 3
BUILDING EDITION; ACI, NDS, APA AND ASCE7-10. j .r%>.' APW a m�an.wc.mw ma ma�n� NEW x p FLORIDA 32233
5. BBCRRWNRMMMmMmM r MASTER w 3
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH ti - c
APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. „�, MsLLPANFLASHING m 1 TV BEDROOM
xsll eM1evtlin0� (9p
AND CONDITIONS AT THE JOB SITE PRIOR TO \
3. CONTRACTOR SHALL VERIFY DIMENSIONSQreaed b OAF s-1 8013
CLOSET zrCOMMENCING CONSTRUCTION.
EXISTING SLAB
2 8
Sb TO REMAIN
SHALL BE ASSUMED TO BE TYPICAL
4. DETAILS FOUND WITHIN THESE DRAWINGS
SLDR
D
ETAILS FOR THIS JOB ONLY. DETAILS_SHALL GOVERN CONSTRUCTION FOR THIS JOB
it
- moi �
UNLESS NOTED OTHERWISE ON THE PLANS.
FASTEN LAST STUD OF PROPOSED WALL TO :71 �
O EXISTING :CMU WITH 3/16"X3" TAPCONS AT 12 D.C.
5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. " 2 -8'1
THE OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE EXISTING 1MAS T, R SLDR �' `\ SC�1t1FERRESIDENCE
CONDITIONS. --SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED ° /LIG Tv
0 C�
HOUSE y
BAH
� COMPONENT
ONENT AND ADDING
UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS IVI P - t7 RENOVATION
STRUCTURE WAS PERFORMED ASSUMING-2000PSF SOIL CAPACITY. /TO REMAIN UNCHANGED DE RATI o / (PREWIR FAN) N
DESIGN PRESSURES uGH FIXTU Es
6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON I
THESE PLANS, THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL EFFECTIVE ,
INTERIOR ZONES
END ZONES, PSF J
ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. AREA, SF PSF o O
v Z
7. EXISTING STRUCTURES, ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 0-20 24.4 -32.0 24.4 -26.6 r s
N
EXISTING/NEW EW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE
STRUCTURES
Oo
AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY 20-50 22.9 -28.8 22.9 -25.3 w z
INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION x 3
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE 50-100 21.6 -27.2 21.6 -24.0 = M
5'-0'
ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS 100-200 20.8 ` -24:4 2 3'-0' : 1V-11
_
OR OTHER. MEASURES NECESSARY TO PROTECT THE STRUCTURE AN[. ANY
PERSONNEL DURING CONSTRUCTION. THE DESIGN> ADEQUACY AND SAFETY" pF ABOVE
ITEMS ARE THE, SOLE RESPONSIBILITY OF THE CONTRACTOR:
i
FRAMING NOTES REVISIONS
1. DESIGN OF ` WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 -6" 3'-0" 5'-0" 3'-0 2'-6" 2'-7" N0. DESCRIPTION DATE
FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN EXISTING OFFITzi
SPECIFICATION FOR WOOD CONSTRUCTION. TO F EMAIN x4'-4"H. X9.'-4"H.
2. DESIGN LOADING FOR, THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS PARTIAL FLOOR PLAN 2 1
SHEET. SCALE: 1/8"
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS
ARE ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED.
CONTACT ENGINEER OF RECORD 1F EQUAL CAPACITIES ARE NOT APPARENT. EXISTING GARAGE
HEADER TO REMAIN
AND SERVE AS
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE HEADER FOR NEW WINDOW I
PRESSURETREATED.
[
ALL EXISTING ROOF
E PRESSURE TREATED.
5.
ALL WOOD DIRECTLYEXPOSED TO WEATHER SHALL B
SAND SHEATHING
RAFTER H
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. TO REMAIN.
m
x
7. DIMENSION LUMBER4 DATE ISSUED: JUNE 25, 2015
7.1. ALL MEMBER SIZESGIVENIN THE DRAWINGS ARE NOMINAL DIMENSIONS Z' TOP PLATE TO HEADER.
EXISTING GARAGE BEAM
7.2 WHERE.POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. SSP AT 16"O.C.
7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BESERVES AS NEW HEADER
FRAMED WITH SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OVER WINDOWS. NOTE:
OF THE ENGINEER' OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH DO NOT SCALE DRAWINGS,
NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. W WINDOW BUCK FASTENED EXISTING TOP PLATE To
AT EACH END WITH (4)10d REMAIN F PRINTED O N "X17"
9X17„
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE g TOE-NAILS.
DEFINED BELOW: KING STUDS TO TOP AND MEDIA, DRAWING SCALE
EXISTING WALL STUDS BOTTOM PLATE WITH SSR S HALF SIZED.
. C
8d 0.131"
x 2-1/2"
x
NEW HEADER. SEE PLAN
10d _ 0.148 x 3 FILL OPENINGS WITH 2X4
FORSIZE,.KINGS AND
„
,
_ _ N0.2 SPF STUDS AT 16 O. .
12d - 0:148 x 3 1/4 0 CRIPPLES.
_16d 0.162" x 3-1/2" 70FASTEN TO PORCH BEAM SHEET TITLE
m ABOVE AND BOTTOM PLA CRIPPLES TO HEADER:
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE 8 BELOW WITH (4)10d MSTA18 WITH (6) 10d IN
z
TOE-NAILS. HEADER 8 10d IN CRIPPLE Q�
I FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET:. INFILL WALL: ,: 'O GARAGE C.X.
2X4 STUDS ® 16". D.C. \" 2X4.PT N0.2 SYP BOTTOM -
10. CONVENTIONAL FRAMING LUMBER 1S 2x No.2 SYP UNLESS NOTED OTHERWISE. >, MASTER STER
W/ R-13 BATT INSULATION. PLATE. FASTEN TO IVI AS I I
LOAD TABLE PROVIDE HOUSE WRAP MATERIAL EXISTING SLAB WITH 1/4"
ROOF:LIVE LOAD: 20.0 PSF INSTALLED PER THE MANUFACTURER'S TAPCONS AT 12"O.C.
DEAD LOAD: 7.0 PSF RECOMMENDATION AND EXISTINGGARAGE SLAB BEDROOM
SIDING TO MATCH EXISTING TO REMAIN PLAN
CEILING: 1/2"X6"TITEN HD SCREWS
LIVE LOAD: 10.0 PSF NO FURTHER THAN 3' ' 1
LIVE LOAD-STORAGE: 30.0 PSF AWAY FROM CRIPPLE
DEAD LOAD: 5.0 PSF STUDS.
R
FINISHED FLOG S
a 4 p w.
a 1 D°
D
D °
FLOOR: a a a _ _ SHEET. NUMBER
LIVE LOAD: 40.0 PSF III1I1-III=111I1III III 11=III=III 111=1I III-1 a a ' D
=111=111=IIII11=III-11111 III-III-III-) = =III-1I '
DEAD LOAD: 10.0 PSF A = -111-111=111=111- -III- III= =111-111„ EXISTING FOOTING TO °
DECK LIVE LOAD: b0.0 PSF A a REMAIN
e
WIND LOADS: EXISTING FOUNDATION a
III=III III I=111=111 = _ I
WIND SPEED: 130 MPH TO REMAIN 111 illiTIIIII IIII II 111= IIE_1_1111 III-III=111
EXPOSURE: C -In nI
IMPORTANCE: 1.0
i BUILDING CATEGORY. II
1
TYP . WALL SECTION 2 TYP . INFILL DETAIL TYP . HEADER FRAMING DETAIL 4, PERMIT
ENCLOSED BUILDING: 3 V'
INTERIOR PRESSURE COEFFICIENT: 0.18 A-1 SCALE: 3/4" = 1'-0" A-1 SCALE: 1/2" = 1'-0" A-1 SCALE: 1/2" 1'-0"
DRAWINGS
ROOF PITCH: MATCH EXISTING
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