170 Poinsettia St 2013 move exterior wall AMY
KOONS
CODE SUMMARY SCOPEOF WORK:
FLORIDA BUILDING CODE (2010) DEMO EXISTING WALLS AS SHOWN & BUILD-OUT
-'- E P AIR EXISTING COVERED AREA 0 RIGHT LEFT EXISTING STRUCTURE
w/ CONCRETE FOUNDATION, WOOD FRAME WALLS,
FLORIDA RESIDENTIAL CODE (2010) & CEMENTIOUS VENEER STUCCO
for
FLORIDA PLUMBING CODE (2010) 170 POINSETTIA ST.
ATLANTIC BEACH FL.
FLORIDA MECHANICAL CODE (2010)
AMY KOONS
0 NATIONAL ELECTRICAL CODE (2008)
SQUARE FOOTAGE
TOTAL: 46 sq.ft
SQUARE FOOTAGE INFORMATION
* CONDITIONED SPACE 46' S.F.
170 P1, OINSETTIA STO
0 01 CONTRACTOR SHALL VERIFY ALL
UNCONDITIONED SPACE S.F.
of CONDITIONS AND DIMENSIONS
0 UNENCLOSED SPACE S.F. AT THE JOB SITE AND NOTIFY THE
ATLANTIC '117) EAU - -i -FL * 322 �r__) �_)
ARCHITECT OF ANY
LOT AREA (EXCLUDING WETLANDS AND S.F. or ACRES DIMENSIONAL ERRORS , OMISSIONS
BODIES OF WATER) OR DISCREPANCIES BEFORE
BEGINNING OR FABRICATIING ANY
WORK.
STRUCTURE HEIGHT AND OF STORIES- THESE DRAWINGS ARE THE ,
PROPRIETARY WORK PRODUCT
N/A PLAN INDEX
MAXIMUM HEIGHT OF THE STRUCTURE: AND PROPERTY OF VERMEY
ARCHITECT , DEVELOPED FOR THE
A
2
�p COVER SHEET
NUMBER OF STORIES: EXCLUSIVE USE OF VERMEY
A-2 ELEVATIONS & FRAMING PLAN ARCHITECT . USE OF THESE
A-3 FLA
DRAWINGS AND CONCEPTS
SHING & STANDARD DETAILS
CONTAINED THEREIN WITHOUT
THE WRITTEN PERMISSION OF
Ayh
VERMEY ARCHITECT IS
TYPE OF CONSTRUCTION 1A
PROHIBITED AND MAY SUBJECT
Im
YOU TO A CLAIM FOR DAMAGES
- OCCUPANCY. R.3
gg.
FROM GERARD VERMEY
TYPE OF CONSTRUCTION: Y B
SPRINKLED NO
REVISIONS :
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10
MATERIAL INFORMATION
90
n
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ROOFING (MATERIAL SHALL MEET THE THE REQUIREMENTS OF CHAPTER 1b,
OF THE 2010 FLORIDA BUILDING CODE. AND THE 2010 C If 3mckMsonmv
21
FLORIDA RESIDENTIAL CODE CHAPTER 9.
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Ve rm rchitect
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WIND ZONE INFORMAT11ON
13
21
_0 420 Third St. South
NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH,
A"R
AND MEETS THE REQUIREMENTS OF SECTION 1600
OF THE
Jacksonville Beach , Fl .
2010 EDITION OF THE FLORIDA BUILDING CODE.
110534
32250
Aw
THIS BUILDING IS LOCATED IN THE WIND BORNE DEBRIS REGION (904)246 - 1150
PROJECT LOCATION
130
BASIC WIND SPEED (M.P.H. 3-SECOND GUST)
WIND IMPORTANCE FACTOR: 1.0
too
WIND EXPOSURE CATEGORY. B
BUILDING CATEGORY:
PROJECT LOCATION
INTERNAL PRESSURE COEFFICIENT: .18
COMPONENT & CLADDING (P. S. F. ) Lic. No. : AR4630
NLIMITE
(904) 757 - 6137
SIZE END ZONE (5) INTERIOR ZONE (4) Drawn By:
z �N
(S.F.) 0 WD
POS. + NEG. POS. + NEG. — Z
0-20 30.4 40.7 30.4 33 0 Reviewed By:
U U50
_.q GV
20-50 29 38 29 31.6
0
<7� Draw Date:
50—loo 27.2 34.3 27.2 29.8
06 / 06 / 12
>100 25.9 31.6 25.9 28.4 5
Print Date:
LAJ 06 / 06 / 12
END ZONE 3
Page:
. ...... A — 1 of 3
AMY
KOONS
170 POINSETTIA ST.
R
PO U TOP ATLANTIC BEACH FL.
P
T
E#I
SQUARE FOOTAGE
F!W UNE
OPTIONAL ROOF DESIGN—\ NDOW
m E)aSTIN1
PATIO TOTAL: 46 sq.ft
LIMITS OF WORK
NEW 6068 S.G.D.
DEMO PLAN
CEMENTIOUS VENEE STUCCO'
AREA USE N.T.S.
TO BE DETERMINED / '(MATCH EXISTING) CONTRACTOR SHALL VERIFY ALL
CONDITIONS AND DIMENSIONS
AT THE JOB SITE AND NOTIFY THE
TABLE FOR SHEAR WALLS FRAMING ARCHITECT OF ANY
FRAMING LEGEND
- - - - - - - - - - -
Z/
EXISTING WALLS THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE DIMENSIONAL ERRORS, OMISSIONS
PROPOSED COVERED AREA NEW ENCLOSURE (TO REMAIN) NOTED IN THE TABLE: OR DISCREPANCIES BEFORE
(120 sq.ft.) (EXISTING PATIO) 2X6 0 16"O.C.SPF#2 A) WOOD SHEATHING Td STUDS NAILING SHALL BE 8d COMMON NAILS. BEGINNING OR FABRICATIING ANY
EXTERIOR WALLS
EXISTING HOUSE _j B) GYPSUM BOARD TO STUDS NAJILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2" AND 5/8" THICK WORK,
BOARD RESPECTIVELY.
C) SOLE PLATE-CONCRETE SLAB ANCHORS LOCATED 0 6" (MIN.) EA. SIDE OF PLATE BREAK,
ANCHOR SHALL BE 1/2" x 8" EPDXY GROUTED BOLTS, THESE DRAWINGS ARE THE
D) 1/2" ALL-THREAD STRONGBOLT SYSTEM AS PER DETAIL
ELEVATION PROPRIETARY WORK PRODUCT
FOOTAGE
AND PROPERTY OF VERMEY
K" V-0" NEWENCLOSURE 46' DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS
ARCHITECT, DEVELOPED FOR THE
SHEATHING DOUBLE SHEATHING NAIL SPACING EXCLUSIVE USE OF VERMEY
NEW H&C: 46'
NEW UNDER ROOF: 01 ARCHITECT. USE OF THESE
NEW SLAB: 46' -'\2x4 WOOD FRAME 7/16"OSB SINGLE 4"/8" DRAWINGS AND CONCEPTS
rA
(BLOCKED) CONTAINED THEREIN WITHOUT
THE WRITTEN PERMISSION OF
2x6 WOOD FRAME 7/16"OSB SINGLE 4-/8" VERMEY ARCHITECT IS
(BLOCKED)
GENERALNOTES: PROHIBITED AND MAY SUBJECT
PROJECT SUMMARY: NOTE: ALL EXTERIOR WALLS SHALL BE SHEAR WALLS YOU TO A CLAIM FOR DAMAGES
ENCLOSE EXISTING PORCH SPACE FROM GERARD VERMEY.
DEMO EXISTING WALLS AS SHOWN
NEW WOOD FRAME CONSTRUCTION REVISIONS :
CEMENTIOUS VENEER-STUCCO
on 2x6 WOOD FRAME WALLS
EXISTING V-0"CEILING HGT.
HOUSE F.F.ELEV.SHALL BE 8"ABV.GRADE(MIN) EXISTING ROOF SYSTEM
(MATCH EXISTING) TO REMAIN
EXISTING ELECTRICAL ITEMS TO REMAIN
CEILING FINISH AS PER OWNER
CONCRETE PARKING&SIDEWALKS NOT SHOWN
ELECTRICAL LEGEND
0 110 OUTLET WALL MOUNT EXISTING 2nd FL. EXTERIOR WALL Vermey Architect
OGFI 110 OUTLET-GROUND FAULT
420 Third St. South
0 AM 110 OUTLET-ARC FAULT CIRCUIT INTERRUPTOR
w
mZ EXISTING 2nd FL. FLOOR JOIST
0 Jacksonville Beach , Fl .
U- SWITCH SINGLE POLE
2� � IiIATH D 32250
20- SWITCH DOUBLE POLE
0 (904)246- 1150
a. EXISTING BEAM
-- — — — — — — — — — -j_ _ HOUSE WALL MOUNT LIGHT FIXTURE
SURFACE MOUNT LIGHT FIXTURE SIMPSON "MSTA24" STRAP
or - 0 16" D.C. N'11�DBL. 2"x6" SYP. TOP PLATE ATTACHED
-NEW STUD TO BEAM- w/(2) 12d NAILS 0 EXIST. FLOOR JOIST
BLOCKING 0 SHEATHING BREAK
NE� 32- C R SHEET ROCK
PROPOSED __7 0 1 U RY OM FINISH as per HOMEOWNER
COVERED AREA L NE 2x PO FIR L 1) NATIONAL ELECTRICAL CODE(2008) 2"x6" WOOD STUDS 0 16" D.C.
(120 sq.ft.) I I I ALL EXTERIOR WALL SHEATHING SHALL BE
NE Ey . �w_
E ST. 8' LI�O\ 2) ALL RECEPTACLES IN BATHROOMS, GARAGES,OR 7/16' A.P.A. RATED w/8d COMMON NAILS SIMPSON "SPH4" STRAP 15
(�EW 3" SOB) I OUTDOORS SHALL BE PROTECTED BY A GROUND 4" O.C. EDGE & 8" O.C. FIELD 00
M H EXIST F.F.) FAULT INTERRUPTION SYSTEM(GFI)AND AS NOTED BUILDERS WRAP----,,,,, or = 0 EA. VERT. STUD (16" O.C. MAX.)
�c -STRAPSON SAME STUDS-
ON THE DRAWINGS.
VAN,
DRILL & EPDXY 10"A" ANCHOR BOLT 2x6 P.T. BOTT. PLATE w/VAPOR BARRIOR
1 40 1 1 1 11 FCI 3) OUTLET BOXES IN WALL BETWEEN LIVING AREA w/ 6- (MIN.) EMBEDMENT INTO CONCRETE
fHXIU bTt' wl NUT & 3"0"xA" WASHER NEW CONC. SLAB
lo, EADER, AND THE GARAGE SHALL BE METAL OR U.I. 0 48- O.C. (MAX) & 6- (MAX) (MATCH EXISTING F.F. ELEV.)
— — — — — — — — — — — - mmtlw� APPROVED PLASTIC, FROM SPLICE TYP. EA. SIDE
(2)3(68
B 4) RECEPTACLES SHALL BE SPACED ACCORDINGLY Lic. No. : AR4630
SO THAT NO POINT ALONG THE FLOOR LINE IS
MORE THAN 6'-0"FROM ANY OUTLET. NO N EXISTING CONC, SLAB
—5'-2"— 9. loll 2'5' SPACES FURTHER APART THAN 12-0"UNLESS �_TO BE CUT 24" TO ALLOW Drawn By:
ATTACH NEW WOOD WALL TO EXIST HOUSEJ \-ATTACH NEW WOOD WALL TO EXIST HOUSE OTHERWISE NOTED OR PER ANY SPECIFIC NEW FOOTING AS SHOWN WD
w/ )16"x4" LAG-BOLTS 0 24" O.C. CODES. 12* 20"(D)xl2*(W) MONOLITHIC FOOTING
W/ 'X6"x4" LAG-BOLTS 0 24" O.C. NEW 6' SLIDING GLASS DOOR \_w/(2)#5 REBAR CONT. Reviewed
5) SWITCH PLATED TO BE PLACED AT 42"ABOVE 24" CLff (DRILL & EPDXY INTO EXISTING SLAB
FINISH FLOOR TO CENTER OF SWITCH (TYPICAL). 0 EXISnNG SLAB 6" MIN. EMBEDMENT 0 EA. END) GV
6) ALL BRANCH CIRCUITS THAT SUPPLY 125-volt, Draw Date:
SINGLE-PHASE 15 AND 20 AMPERE RECEPTACLE
06/06/12
OUTLETS INSTALLED IN DWELLING UNIT BE ROOMS TYP . CUT SECTION (" I
FRAMING & SHALL BE PROTECTED BY AN ARC-FAULT CIRCUIT
ELECTRICAL PLAN INTERRUPTER(S) N.T.S. — 2 Print Date:
06/06/12
KIP 11-09P
Page:
A- 2 of 3
SEALANT BEAD
BEHIND MOUNTING DBL. TOP PLATE HEADER & BEAM DEATIL AMY
FLANG
1747777717777777M
OPENING WIDTH HEADER SIZE # OF JACK STUDS EACH END # OF KING STUDS EACH END
I
FLASHING
WEATHER �_FLASHING 4' 1'-0" to 4'-0" (2) 2x8 1 2
RESISTANT BARRIER 4' 4'-1" to 9'-0" (2) 200 2 2
SEALANT BEAD BETWEEN SEALANT BEAD BETWEEN " to 16'-0- (2) 202 3 2
FLASHING AND MOUNTING MOUNTING FLANGE L-L-_1 H
FLANG AND FLASHING
SECTION THROUGH WINDOW JAMB SECTION THROUGH WINDOW JAMB
01
w
METHOD B-1 CL m SIMPSON "LSTA12" STRAP or = 0 32" O.C.
METHOD A-1 z 0.1)
Z)�2 8 (ONLY IF OPENING IS GREATER THAN 5'- (2) 2x SYP HEADER (ALL OPENINGS)
w
WEATHER RESITIVE BARRIER APPLIED PRIOR TO THE WEATHER RESITWE BARRIER APPUED PRIOR TO THE 170 POINSETTIA ST.
WINDOW INSTALLATION. FLASHING APPLIED DM WINDOW INSTALLATION. FLASHING APPUED BEHIND
THE FACE OF THE MOUNTING FLANGE. THE MOUNTING FLANGE.
ATLANTIC BEACH FL.
SIMPSON "LSTA24" STRAP
8 ----or = 0 CRIPPLE STUDS
HEAD FLASHINGo m
TO DBL. TOP PLATE
EMBED BOTTOM OF THE HEAD FLASHING AGAJNST THE
PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER THE ci SQUARE FOOTAGE
SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB
FLASHING. FASTEN IN PLACE. --KING STUD
AT HEAD. TUCK TOP OF JAMB FLASHING UNDER THE FLAP AS PER CHART
OF WATER RESISTANT BARRIER AT THE HEAD. BOTT. PLATE- \—JACK STUD DOOR or WINDOW OPENING TOTAL: 46 sq.ft
AS PER CHART
FLASHING AT HEAD EXTENDS 1 ALL-THREAD ROD SYSTEM
CABINET BLOCKING DETAIL
BEYOND JAMB FLASHING (SEE ALL-THREAD DETAIL)
JAMB SEALANT- CONTRACTOR SHALL VERIFY ALL
APPLY CONTINOUS SEALANT TO THE MOUNTING FLANGES
CONDITIONS AND DIMENSIONS
AT THE TOP (HEAD) AND SIDES (JAMBS) OF WINDOW.
EXTEND SEALANT AT JAMBS 4* ABOVE THE ROUGH
OPENING AT HEAD. EMBED JAMB FLASHING INTO SEALANT WALL STUDS TO TOP PLATE AT THE JOB SITE AND NOTIFY THE
w/(2) 12d NAILS 0 EA. STUD
AND FASTEN IN PLACE. (FLASHING GOES OVER SEA")
ARCHITECT OF ANY
(2)12d NAILS DIMENSIONAL ERRORS, OMISSIONS
0 12" O.C.' NOTES: *SIMSPON "LSTA1 2" STRAP or @ 32" O.C.
OR DISCREPANCIES BEFORE
IS ONLY USED WHEN OPENING WIDTH IS GREATER
TOP PLATE (2)2x- SYP.
BEGINNING OR FABRICATIING ANY
MIN. LENGTH 8'-0"
THAN 5'-0"
(WHERE APLLICWASLE)
L WORK,
JAMB FLASHINGo 4' MIN. SPLICE *NO HDR. STRAPPING IS REQUIRED WHEN ALL—THREAD
EXTEND JANB FLASHING TO OVER LAP SILL FLASHING. ROD SYSTEM IS PRESENT
EXTEND JAMB FLASHING 4" ABOVE ROUGH OPENING (UNLESS OPENING IS GREATER THAN 5'-0" WIDTH) THESE DRAWINGS ARE THE
HEIGHT AS PER PLAN
AT HEAD. TUCK TOP OF JAMB FLASHING UNDER THE FLAP
OF WRB AT THE HEAD.
y
PROPRIETARY WORK PRODUCT
AND PROPERTY OF VERMEY
WINDOW 2x- STUDS 0 16" ARCHITECT, DEVELOPED FOR THE
BUILDERS WRAP ON 7/16" OSB SHEATHING
STUD TABLE
EXCLUSIVE USE OF VERMEY
J`
STUD SPACING FOR EXTERIOR LOAD—BEARING WALLS ARCHITECT. USE OF THESE
DRAWINGS AND CONCEPTS
0
io_0 CEILING NO. 2 SPF NO. 2 SYP NO. 1 SYP
777777
HEIGHT 2x4 CONTAINED THEREIN WITHOUT
CEMNTIOUS VENEER (STUCCOj 2x6 2x4
2x6 2x4
2x6
THE WRITTEN PERMISSION OF
HER RESISTANT BARRIER
WALL SHEATHING
9 FT. 16pl O.C. 24" O.C. 16" O.C. 24" O.C. 16" O.C. 24" O.C.
VERMEY ARCHITECT IS
10 FT. 12" O.C. 24" O.C. 16" O.C. 24" O.C. 16" O.C. 24" O.C.
ANCHOR SYSTEM &
WALL STRAPPING- 2x- P.T. BOTTOM PLATE PROHIBITED AND MAY SUBJECT
NOTE@ AS PER WALL SECTION"'**,--, 11 FT. N/A 16" O.C. N/A 16" O.C. N/A 16" O.C.
8.1.1.1.4 USE THE FLASHING CUT FORMULAS TO DETERMINE THE LENGTH OF EACH STRIP OF FLASHING FOR YOU TO A CLAIM FOR DAMAGES
Ljf�' 12 FT. N/A 16" O.C. N/A 16" O.C. 16" O.C. FROM GERARD VERMEY.
EACH WINDOW. THE ASTM STANDARD REQUIRES A FLEXIBLE FLASHING MINIMUM ROLL WIDTH OF 9 IN, (230 N/A
MM). WIDER FLASHING MATERIALS, (FOR EXAMPLE, 12 IN. (300 MM)) MAY BE USED, HOWEVER THE ACTUAL
FT.
-ADHESIVE TYPE FLASHING MOISTURE BARRIER 13 12" 0. A 1 600 A 16" O.C.
CUT LENGTHS FIGURED BY USING THE CHART WILL INCREASE. THE USE OF SELF N/A C N O.C. N/
IS ACCEPTABLE. (FOR FUTURE DISCUSSION: SELF-ADHESfVE FLASHINGS CAN BE EFFECTIVE WITH WIDTHS WALL STUDS TO BOTTOM PLATE 14 FT. N/A 12" O.C. N A 12" O.C. N/A 16" O.C.
LESS THAN 9 IN. (230 MM). SELF-ADHESIVE TYPE FLASHING SEALS ITSELF TO THE WEATHER RESISTANT w/ (4)12d NAILS (TOE NAILED)-\
BARRIER AND TO THE MOUNTING FLANGE WITHOUT THE NEED FOR ADDITIONAL SEALANT APPLIED TO THE 0 EA. STUD REVISIONS :
EXTERIOR FACE OF THE FLANGE. SELF-ADHESIVE TYPE FLASHING MATERIALS MUST PROPERLY ADHERE,
(CREATING A WATER TIGHT JOINT) TO THE (WRB) AND TO THE MOUNTING FLANGE MATERIAL IN ORDER TO
BE ACCEPTABLE FOR USE.
SEAL THE WINDOW FRAME TO OPENING. APPLY A DRILL & EPDXY 8"0/2" ANCHOR BOLT
3/8- NOM. DIA. TO THE BACKSIDE (INTERIOR) w/4* EMBEDMENT INTO CONC.
OF THE WINDOW FLANGE. IN LINE WITH ANY w/ NUT & 3x3" SQ. WASHER
PRE-PUNCHED HOLES OR SLOTS
0 48* D.C. (MAX.) & 6" (MAX.)
FROM SPUCE. TYP. EA. SIDE GENERAL NOTES :
SHIM AND ADJUST WINDOW TO ACHfVE SQUARE,
PLUMB, AND LEVEL CONDITION. USE CORROSION
RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW EXTERIOR WALL FRAMING DETAIL ALL WORK SHALL CONFORM TO:
MANUFACTURERS SPECIFICATIONS. N.T.S. FLORIDA BUILDING CODE 2007.
SECTION 703 WALL COVERINGS FLASHING (STUCCO) FOOTING DESIGN IS BASED ON MIN. SOIL BEARING CAPACITY OF
2000 PSF AT 95% DENSITY,
APPROVED CORROSION-RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVOLOPE
IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF
WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE ALL CONCRETE WORK SHALL BE PREFORMED IN ACCORDANCE
SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM w/F.B.C. REQUIRMENTS Vermey Archited
REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION-RESISTANT FLASHINGS SHALL BE
INSTALLED AT, BUT NOT LIMITED TO, ALL THE FOLLOWING LOCATIONS: 2#
2# USE (3) ROWS ALL REINFORCING STEEL SHALL CONFORM TO F.B.C. REQUIRMENTS
1) FLASHING FOR WINDOWS AND DOORS SHALL BE IN ACCORDACE WITH SECTION R613.8. OF 1 Od COMMON 420 Third St. South
USE (2) ROWS EQ.
2) AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONARY CONSTRUCTION WITH FRAME OR STUCCO OF 10d COMMON NAILS 0 112"O.C. MINIMUM COVER FOR REINFORCING SHALL BE 3" FOR FOOTINGS, Jacksonville Beach , FI .
WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. NAILS 0 12"O.C. STAGGER NAILS
3) UNDER AND AT THE ENDS OF MASONARY, WOOD OR METAL COPINGS AND SILLS. EQ, ON BOTH SIDES AND CENTERED IN SLABS. 32250
j— 2# 1
4) CONTINUOSLY ABOVE ALL PROJECTING WOOD TRIM. TYPICAL OF (2) 2"x6" REINFORCING BAR SPLICES FOR #5 BAR SHALL BE 30" MIN. (904)246 - 1150
THRU (2) 2"02" TYPICAL OF (3) 2"00" AND HOOKS SHALL MEET ACI STANDARDS.
5) WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF thru (3) 2"02"
WOOD-FRAME CONSTRUCTION. SOLID SAWN LUMBER ALL REINFORCING SHALL BE HELD SECURELY IN POSITION
6) AT WALL AND ROOF INTERSECTION w/STANDARD ACCESSORIES DURING PLACING OF CONCRETE.
7) AT BUILT-IN GUTTERS. ROOF TRUSS'ES AS PER MANUFACTURER
2# USE (3) ROWS
USE (2) ROWS EQ, OF 1 Od COMMON
EXTERIOR WALL SHEATHING OF 10d COMMON NAILS 0 12"O.C.
NAILS 0 12"O.C. STAGGER NAILS
EQ, I
ON BOTH SIDES
2# 2#
DRIP SCREED
MIN. 4" ABOVE GRADE
STUCCO
4" THICK CONC. SLAB
2x4 P.T. BOTT. PLATE (2) 1 -3Z4" PLY LVIL (3) 1 -3,Z4" PLY LVIL
w/VAPOR BARRIOR
SLAB GROUT SOLID AROUND PIPE
.-a
RADE 4#
GRADE G /\\-OPTIONAL MONOLITHIC FOOTER — 3/8" BOLTS w/3"xl/8" 0 0 0 MONO-FOOTER Lic. No. : AR4630
SEE TYP. WALL SECTION
161 81 WASHERS 0 12" O.C.
Drawn By:
FOUNDATION 4# STRAPPING OF ALL BEAMS
1-SIMPSON MTS 16 EA. END WD
EXTERIOR WALL SHEATHING SHALL BE RAISED OFF THE CONCRETE AND NOTE:
ALIGNED WITH THE FACE OF THE FOUNDATION. IN AREAS WHERE THE BOTTOM SEE FOUNDATION FOR SIZE & LOCATION
OF THE OSB IS EXPOSED IT SHALL BE EXTERIOR GRADE OR OTHERWISE Reviewed By:
PROTECTED AS APPROVED BY THE BUILDING OFFICIAL. 4—PLY BEAM DETAIL 121 121 GV
UTILITY CHASE/MONO — FOOTER
Draw Date:
STUCCO
N.T.S. 06/06/12
MULTIPLE MEMBER D ETAI L.
S T—T r� _n N.T.S. Print Date:
_I 06/06/12
N—IF _.., ETAILS_
N.T.S. Page:
A - 3 of 3
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