312 4th ST - INTERIOR REMODEL >
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GANTE RENOVATION THIS PLAN MUST BE
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May 281, 2015
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NEW GARAGE ADDITION: 610 1. FL. BUILDING CODE-EXISTING RESIDENTIAL 2010 E-I 3 10 PROPOSED ELECTIUCAL PLANS
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THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. C) 0) r
0
ALL-THREAD NOTES
GENERAL NOTES
1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 3/80 DIAMETER BARS PLACED AT 6!O.C.IN ALL BEARING co
EDITION,ACI,NDS,APA AND ASCE7-10. WALLS,UNLESS NOTED OTHERWISE ON PLANS.
V_
FORMED AND POURED PERIMETER CURB.
2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIOt S MAY BE
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE SEE PLAN FOR CURB HEIGHT
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C.SPACING. SEE PLAN
ND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITHIN 6a TO 10m OF EACH CORNER AND AT EACH INTERSECTION OF FIBER REINFORCED CONCRETE SLAB,4-
3. CONTRACTOR SHALL VERIFY DIMENSIONS A z
BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: THICK UNLESS NOTED OTHERWISE ON w
$_
COMMENCING CONSTRUCTION. or V
PLAN.
% E
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A.PLACE SHEARWALL RODS(SPECIFIED ON PLANS) v Z 0
<1% N 2 0
z
FINISHED z
DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B.PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS)
THIS JOB ONLY. GRADE 2 0 0
u-
00
C.PLACE CORNER RODS
OTHERWISE ON THE PLANS.
s.
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D.PLACE ALL OTHER RODS.
K w D
THIS DESIGN. THE 1z CO
5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF
SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY ca
NTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD
6 MIL VAPOR BARRIER OR EQUIVALENT
OWNER SHALL PROVIDE TO THE CO LLS AND HIGH
D EMBEDMENTS FOR SHEAR WA
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREA WATERPROOFING BETWEEN COMPACTED
E SPECIFIED IN THEIR RESPECTIVE DETAILS.
UPLIFT TRUSS CONNECTIONS AR AND FOOTING/SLAB
DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED SUBBASE
U)
ASSUMING 200OPSF SOIL CAPACITY.
5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 L S.
------- ONE STORY: X 12"WITH(2)#4
04
SE PLANS, TWO-STORY: X= 16"WITH(3)#4
6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THE j 71 '
INIMUM EMBEDMENT OF ALL-THREAD SHALL BE: w
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. M THREE-STORY:X 20"WITH(3)#5
CAL WORK. co
WATERPROOFING,MECHANICAL,PLUMBING OR ELECTRI z
6"-TYPICAL WALLS, MONOLITHIC FOOTING 0
FOR CLARITY ONLY. VERIFY ALL 7--EXTERIOR WALLS,STEMWALL FOOTING QUR 0
7. EXISTING STRUCTURES -4::N > 0
ARE SHOWN ON DRAWINGS B DETAIL
EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 80-MASONRY WALLS w Z
3/4" V-0"
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY
NO CHANGES TO UNIT 312
LL EMBEDMENTS FOR SHEARWALLS, AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN
AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 7. A -THREAD
INTERFERENCES FIRST LEVEL BEARING
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET.
WALLS OR FOOTINGS.
SUPPORTS AND OTHER SUCH ITEMS OR OTHER
TEMPORARY BRACING/SHORING, TEMPORARY RE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS,U.N.O.
MEASURES NECESSARY T04 PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 8. USE 20 SQUA
3/8"ALL THREAD CONNECTORS.SEE
THE SOLE
CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE
MITAI ONS, IT IS ALL-THREAD NOTES FOR INSTALLATION
RESPONSIBILITY OF THE CONTRACTOR. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LI
ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW SPECIFICATIONS,SPACING AND
EMBEDMENT.
OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)SPH. P ACE A 1/2
CONCRETE NOT"%.j
ANCHOR BOLT WITH 60 EMBEDMENT WITHIN 6n OF DOUBLE STUD GROUP. 2x6 SPF STUDS AT 16"O.C.
z
ONFORMANCE WITH ACI 318, LATEST
0
1 ALL REINFORCED CONCRETE WORK SHALL BE IN C 2X6 PT NO2 SYP BOTTOM PLATE.
n
EDITION, -BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ,AND ACI 301, LATEST 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT is CC)
EDITION,'SPECIFICATIONS FOR STRUCTURAL CONCRETE- ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN TI_E BOTTOM cf)
EE PLANS FOR CURB HEIGHT 104
OF THE ROD WITH A 3" SO WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SE ECTIONS 3 104
W cv)
2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL VA� z >
AND 5/S5 FOR STRAPPING ALTERNATIVES.
c W
GATE SIZE SHALL BE 1Y2mINCHES FOR 0) 0 u-
CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGRE 0
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FOUNDATIONS,AND%w FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. co
EPDXY NOTES
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1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, A14D OTHER ONE STORY: X 12"WITH(2)#4 F_
cy- z �w 'r
SI AT 28 DAYS. i 'r w
5"
3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 P x
EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY TWO-STORY: X=160 WITH(3)#4
04
4 X WIA WWM OR 1/2" FIBERMESH OVER A 6 MIL. GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. w
THREE-STORY:X=20"WITH(3)#5 ul)
4" 300OPSI CONCRETE SLAB WITH 6X6 WiA Z uj
c? F-
VAPOR BARRIER AND TERMITE TREATED SOIL. 6 MIL VAPOR BARRIER 0 U z 0
MANUFACTURERS DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTE-D TO THE z
2. u Z
co
5. Tlj�E` FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS kRE:
z
COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% ING CURB STEP LLJ uj <
EAR
HILTI HY150,HILTI HSE2421,SIMPSON STRONG-TIE SET OR APPROVED EQUAL.
FOR TWO FEET BELOW THE BOTTOM OF THE w
MODIFIED PROCT OR MAXIMUM DRY DENSITY 2 , 3/4"=V-0"
FOOTING. z Z
IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURERS SPEC FICATIONS 1
WARNINGS. NSTALL IN
6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL
ACCORDANCE WITH APPLICABLE SAFETY LAWS.
CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN
FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF
FOOTING AND SLAB POURED
3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENG1 H OF 8,000
WITH 3000psi CONCRETE WITH
CONCRETE REINFORCEMENT-
PSI AND-TENSILE STRENGTH OF 2,300 PSI.
FIBERMESH.
D LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC.,
7. CONTRACTOR SHALL VERIFY DIMENSIONS AN 12'
4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8* GREATER THAN THE 3 FINISHED�r
DES BEFORE CONCRETE IS PLACED.
AS REQUIRED FOR MECHANICAL TRA GRADE
DIAMETER OF THE STEEL MEMBER BEING INSTALLED. S1.01
TYP,
A i ,7
TLl
VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24-, 4 INTERIOR
8. R AND SHALL BE DRY PRIOR TO
MPRESSED Al
5. ALL HOLES SHALL BE CLEANED WITH CO
WHICHEVER IS GREATER. C>
-100 P
INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS 5-6m X-60
6 MIL VAPOR BARRIER OR
LAITANCE, DUST,DIRT,AND OIL. q 1�0
9. CORNER REINFORCEMENT SHALL BE LAPPED 25m. 3:
EQUIVALENT WATERPROOFING 0�
------ ----
)R BY THE BETWEEN COMPACTED
10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACT(
SUBBASE AND FOOTING/SLAB
MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE J
LY EXPOSED TO EARTH
10.1. 30 FOR CONCRETE CAST AND PERMANENT YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIR ED IN THIS
FOOTING,PER PLAN
10.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER PpQd CT.- A, NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTIN3 TO THE
10.3. 1 1/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY I :)POSAL TO
_.��RAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG W TH THE PR ------------
REINFORCEMENT.
DO THE WORK.
A%RECESS SECTION
11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, c� z
NDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE L T 3/4"= V-0"
INC., SHOULD BE USED FOR FOU
NGINEER OF RECORD. SHEATHING NOTES
DETERMINED FROM FOUNDATION PLAN,CONTACT THE E
FOR WALL SHEATHING:
12. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF r ----------------
1. USE EXPOSURE 1 APA RATED OSB.SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN
STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT.
7/16"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12-O.C.IN FIELD. r.
Ll----------------
-PANEL MAY BE USED IN LIEU OF OSB.FASTEN TO STUDS WITH 8d RING SHANK NAILS
2. 5/16"HARDI z
13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF
AT 6"O.C.ON EDGE,8w O.C.IN FIELD.FASTEN TO TOP AND BOTTOM PLATES AT 40 O.C.
17
STEMWALL MUST BE FILLED. m
77A co
14. FOR ROOF SHEATHING: VERIFY EXISTING OR
16,AND NOT LESS THAN INSTALL INTERIOR
RATED OSB.SPAN RATING MUST BE MINIMUM 24/
1. USE EXPOSURE 1 APA
FOOTINGS AS SHOWN.
FRAMING NOTES 7/16"THICK.FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 120 O.C.IN FIELD.
6 MIL VAPOR BARRIER OR EQUIVALENT
8'- 8
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING 2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE E PANS WITH WATERPROOFING BETWEEN COMPACTED
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DL E TO FIELD
SUBBASE AND FOOTING/SLAB
O.C.
CONDITIONS,BLOCK PANELS AT 12
CONSTRUCTION. ONE STORY: X 12"WITH(2)#4 z
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TWO-STORY: X=16"WITH(3)#4
DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. FOR FLOOR DECKING:
2. NIMUM 48/24,AND NOT LESS THREE-STORY:X 20"WITH(3)#5
1. USE EXPOSURE I APA RATED PLYWOOD. SPAN RATING MUST BE MI
THAN 3/4n THICK.FASTEN WITH 8d NAILS AT 6w O.C.ON EDGE, 120 O.C.IN FIELD. 0
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE
2. USE OF APA RATED STURDI-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 240 AND
IDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER LL
ACCEPTABLE PROV C TERIOR BEARING FOOTING
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. MINIMUM 314'THICKNESS.
---- - - - - - - 71 3 3 V-0"
-or
R SOIL SHALL BE PRESSURE
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY 0
LOAD TABLE
TREATED. 46' Il k I _� I I � I I
----------- co c1q
ROOF: F 8"THICKENED EDGE WITH(1#4 ul)
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. I�� w
LIVE LOAD: 20.0 PSF 120#5 BAR AT 48m O.C. v
ECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. DEAD LOAD: 7.0 PSF Ui<
6. NAILS OR CONN 5� EXISTING SLAB (L 0
CEILING: S1.01
7. DIMENSION LUMBER 0 .20
u.
10.0 PSF 0
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS LIVE LOAD: S1.01
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. LIVE LOAD-STORAGE: 30.0 PSF 7j, 4)
NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH DEAD LOAD: 5.0 PSF
7.3. ALL BEAMS AND JOISTS
SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF CONTRACTOR TO 04
cr)
COMPONENT AND CLADDING =0
RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND FLOOR: DETERMINE CURB HEIGHTS. _j
co
LENGTH PER THE DETAILS. LIVE LOAD: 40.0 PSF 6w-' pl"6w
5
m
DEAD LOAD: 10.0 PSF DESIGN PRESSURES
50.0 PSF
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED DECK LIVE LOAD:' ca
co
EFFECTIVE INTERIOR ZONES, 0 v
U-) -2 a cw>
BELOW: END ZONES, PSF
AREA,SF PSF CO r>
WIND LOADS: Y^2 JOB COPY 0 cf) 0
CO C4
WIND SPEED: 130 MPH 4 (0 Ad
8d 0.1 31"x 2-1/2" cq
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c 24.4 -32.0 24.4
EXPOSURE: 0-20 -26.6 _9 i I CO -11 0)
10d=0.148w x 3" 1 1 04 THIS PLAN MUST BE
12d=0.148"x 3-1/4" IMPORTANCE: 1.0 1
16d=0.162"x 3-1/2" BUILDING CATEGORY: 11 20-50 22.9 -28.8 22.9 -25.3 ON JOB SITE FOR fit" .
Acm 1 0 1 WAYN�
e-, ,�
ENCLOSED BUILDING: ECTION
-27 -24.0 V_ 10"
9. WHERE FRAMING DETAILS SHOW F ILS ON THE FOUNDATION PLAN 50-100 21.6 .2 21.6 1 1 N
OOTINGS, SEE FOOTING DETA INTERIOR PRESSURE 5 EACH INSPECTION :k -
I - 3/4"= V-0* E
0.18 Z
AND/OR THE FOOTING DETAILS SHEET. COEFFICIENT: 6-jL 4
4 . 4 ire
MATCH EXISTING 140 1.
ROOF PITCH: 100-200 20.8 -24.4 20.8 -22.9 1 1
LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. 11, 3 0 9 8
10. CONVENTIONAL FRAMING 13'-4j- 13'44w
1010 4
REVIEWED FOR CODIE COMPUANCIA
CITY OF ATIANTIC BEACH
UE P*AWTS FOR AWTIONAL %
110 16c :%Ili
ANDCONWIONS
/2 1 0 U DATION PLAN
�_01 S1.01 I - REVUEWIED 904;02'41 , 0 fib
F____j L___ F __j 1/4"= l'-O" SheeV.
r- #5 REINFORCEMENT,DRILLED AND EPDXIED USING
8'mx8m T CKENED EDGE WITH
91-ON 1 (1)#4 C NTINUOUS SIMPSON SET ADHESIVE.MINIMUM EMBEDMENT INTO
7-80 e--21_rY -4�4 1 W-00 e-21-642" EXISTING AND PROPOSED FOOTINGS IS 60.MINIMUM
35-W 18"xl 012'DEEP FOOTING EDGE DISTANCE OF REINFORCEMENT IS 30.MAXIMUM simo
WITH #5 BARS EACH WAY HORIZONTAL SEPARATION OF BARS IS 48'.
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FRAMING NOTES AND LEGEND
TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP,UNO.
STUD MATERIAL: 2x No.2 SPF,UNO.
6
Y^6
HEADERS:
\,S3.01/
ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE,
UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148- X L:
3.5-)COMMON NAILS AT 12-ON CENTER. USE OSB SHIMS AS NECESSARY TO E
Z 0
MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z 0 0
THE HEADER DETAIL FOR FASTENING SPECIFICATIONS.
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HEADER NOTATION IS: w
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NUMBER OF PLIES IN HEADER
NUMBER OF KING STUDS
(2).2x6,2:1
NUMBER OF CRIPPLE STUDS w
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SIZE OF DIMENSIONAL LUMBER
z
0
SHEAR WALLS:
%
Z
ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE
TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC
THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED
BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY,
41, ARE NOTED ON THE PLAN.
5
7h
3 i
(2)2x6 1:1
SHEARWALL LOCATION
sw —#/S#
SEE DETAILS FOR FASTENERS
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INDICATES GLAZING CLASSIFIED AS END ZONE. to
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STUDS EQUALS THAT OF BEAM PLY,MIN 2 STUDS.FASTEN BEAM TO
STUD GROUP WITH(2)MSTA24.FASTEN STUD GROUP TO FOOTING
C)* WITH LTT20B.USE 10d NAILS IN ALL HOLES.IF THREADED ROD IS
0.
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PLACE 6x6 POST UNDER BEAM BEARING.FASTEN BEAM TO POST
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WITH(2)MSTA24.FASTEN POST TO FOOTING WITH ABU66.USE 10d
NAILS IN ALL HOLES.
(2)2X6 1:1
2
-01
CO 2x8 NO.2 SYP LEDGER
LjL
t ILL FASTEN TO EACH STUDfrRUSS VERTICAL WITH(3)1/4-X4-WOOD
1tv N U.
SCREWS
r2 r5 r5 r5 FASTEN TO BAND BOARD WITH(3)ROWS OF 1/4-X4-WOOD
(2)2X6 1:1
S3.01
S3.01 SCREWS AT 16"O.C.
D V-01
""V-01 FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING
Ff
WITH 10d NAILS AT 30 O.C.
(2)2X6 1:1 co 04
1 ,4% r2 D �4 60
S3.01
\S3.01j (2)2X6 1:1 cb
I ui
(2)2X12 0-0
75 to w
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g
0 22
u-u-
(2)2X12
INV
.01 C04 C044
RAISED BEAM A V-01 CO
B
10 co
X 0
DECK JOISTS ARE 2X12 AT 16N
O.C.BLOCK JOISTS AT LAP.
CIO OR
v-
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04 W C4
co
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\,S3.01/
\,S3.01/
---------------------------
8
mo
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to to.*
v
(2)2X10 3:2 (2)2XIO 3:2
------- ------- -------! Sheet No.
io L
llm� -11 JOB COPY
\§3.01� \§3.01/
THIS PLAN MUST BE
IRST LEVEL WALL PLAN -01 ECOND LEVEL WALL PLAN- ON JOB SITE FOR S2001
1/4" l'-O" 1/4" V-0' EACH INSPECTION
2 OF 3
LIA-
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a.
EDGE OF ALL THREAD WASHER MUST BE
WITHIN 30 OF THE HEADER KING STUD,TYP
BOTH SIDES OF OPENING.
3/4 PLYWOOD DECKING FASTENED TO TOP PLATE TO HEADER:
JOISTS WITH 8d RING SHANK NAILS SSP AT 16"O.C.
TOP PLATE TO GARAGE HEADER 9
AT 6"O.C.ON EDGE, 12m O.0 IN FIELD.
CONNECTION:SIMPSON SPH AT 24"O.C.
WITH(12)10dXI-1/20 COMMONS. EXISTING TOP PLATE TO
REMAIN.
w
E
0
TOP PLATE TO KING STUD CONNECTION:(2)
2x12 DECK JOISTS AT 16"O.C.FASTEN z 0
EDGE OF ALL TI IREAD WASHER
TO TOP PLATE WITH H2.5A. SPH WITH(12)10dXI-1/2' 0 CL 0
MUST BE WITHI 4 3m OF THE SIMPSON
u-
COMMONS AT EACH END OF HEADER. KING STUDS TO TOP AND
HEADER KING E TUD,TYP BOTH
co W
SIDES OF OPENING. BOTTOM PLATE WITH SSP. uj D
C, co)
co)
NEW HEADER.SEE PLAN FOR
(2)2x6 NO.2 SYP TOP PLATE IN
GARAGE DOOR HEADER.SEE FRAMING SIZE,KINGS AND CRIPPLES.
FASTENED WITH(2)ROWS 10d AT 16
WITH(12)10d IN LAP.
cm
CRIPPLES TO HEADER:
O.C.STAGGERED.MINIMUM 24w LAP PLANS FOR SIZE AND PLIES.
w Q
MSTA18 WITH(6)10d IN
....... HEADER,(8)10d IN CRIPPLE co)
NO.2 SYP HEAE R,TYP. SEE
z
3/8"ALL THREAD CONNECTORS.SEE PLANS FOR SIZEE, PLIES,AND U)
NUMBER OF KINGS AND CRIPPLES. z
ALL-THREAD NOTES FOR
FASTEN ADJACENT STUDS W/(2)ROWS 10d
INSTALLATION SPECIFICATIONS,
COMMON NAILS @ 8-O.C.,STAGGERED.
SPACING AND EMBEDMENT.
FASTEN 7/16*OSB TO EXTERIOR OF
RETURNS&ABOVE DOOR W/8d 3-O.C.
ON EDGE, 12"O.C.IN FIELD.
FASTEN 7/16-OSB W/8d 6-O.C.ON
EDGES, 12-O.C.IN FIELD.
KING ST (6)16d
UDS&CRIPPLES:
BETWEEN ADJPCENT KING STUDS
AND CRIPPLES.
PAHD42 FOR GARAGE HEADER CRIPPLES.
0
ALL HOLES FILLED WITH 10d NAILS. ct)
2x6 SPF STUDS AT 16"O.C. lo� CIO
C*4
F- (N
> CIO
w
Lu
GARAGESLAB LL
1/2"X6'TITEN HD SCREWS NO 0
2x6 NO.2 SYP PT BOTTOM PLATE. PLACE 1/2m ANCHOR BOLTS PER F-
FURTHER THAN 3'AWAY z
APPLY 1/2w ANCHOR BOLTS AT VO.C. THE TYPICAL VY ALL SECTION.
FROM CRIPPLE STUDS. W
WITH 6w MIN EMBEDMENT,AT EACH
<
FINISH GRADE F-
SIDE OF BOTTOM PLATE SPLICES.
04
1> ----------- ------- 4
CONTRACTOR TO VERIFY
>
Z
!=A
co)
D.
SEE FOUNDATION PLAN FOR t>
EXISTING FOOTING TO F-
>
1 t> REMAIN
;D I (D
SPECIFICATIONS.
T7
IT
GARAGE DECK SECTION TYPICAL HEADER FRAMING DETAIL- tYPICAL GARAGE OPENING DETAIL- HEADER FRAMING DETAIL-
3 3/4" VI 4 3/4" VI V_
0
3/4 VI cm
3/4m V-0" 11
1�0 .8iio wo cm
NOTES 69
0 CL 0
1.IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING,NO ADDITIONAL 1�
0
CONNECTORS ARE REQUIRED FOR THE HEADER,CRIPPLES,KINGS OR TOP PLATE. 10
U)
SSP AT 24"O.C.WITH ALL HOLES
FILLED WITH 8d NAILS.
WALL FRAMING.
EXISTING TOP PLATE AND
NO.2 SYP HEADER,TYP. SEE
PLANS FOR SIZE,PLIES,AND
NUMBER OF KINGS AND CRIPPLES.
16
EXISTING HEADER
CRIPPLES TO HEADER WITH FILL OPENINGS WITH 2X4
MSTA1 8 WITH(6)1 Od IN HEADER, NO.2 SPF STUDS AT 16m O.C.
(8)10d IN CRIPPLE
FASTEN TO
HEADERIFRAMING ABOVE
i AND BOTTOM PLATE BELOW
OD 04
WITH(4)10d TOE-NAILS. Its
C
Lon,I",_
Lu
WHERE DOORSMINDOWS
2.2
EXIST,USE 2X4 BUCK.
U.UL
KING STUDS&CRIPPLES:(6)16d
FASTEN EACH END WITH(4)
BETWEEN ADJACENT KING STUDS
I Od TOE-NAILS.
AND CRIPPLES. i
WT
tv)
:3 LL
2X4 PT NO.2 SYP BOTTOM X 0
P LATE.FASTEN TO EXISTING co
co
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Lo co
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04 C-4
ALL CRIPPLES AND KINGS TO
c 0
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If
\N AYIYE
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c4i
6
>
A
EXISTING FLOOR SYSTEM AT 160
it
O.C.FASTEN BOTTOM PLATE TO
BAND BOARD WITH 15w CS16,9n ON
BAND BOARD,6-ON BOTTOM Sheet No.
PLATE.FILL ALL HOLES WITH 10d JOB COPY
NAILS.
HEADER FRAMING DETAIL WALL FILL DETAIL THIS PLAN MUST BE S3m01
5 3/4m VI 6 3/4w VI ON JOB SITE FOR
EACH INSPECTION
3 OF 3
40
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GENERAL NOTES ALL-THREAD OTES
1. CODES UIM WO RWNA SIUSDING COO6,RESIDENTIAL EDITION NO EXISTING BUILDINIG I. ALL-nI COMAC 'rO 0 W MAMETER 11ARS MACM AT F O.C.IN ALL BEAFIING
EMMK AA HOS,APA NO ASI WALLS.UNLASS NOTE ON PLAW FORII AM POURED PMAITER CUM.
I I 'GW\ APPLICATII MAY lW
r SIP 2. ALATHREM UlI IN AND H04 LIPLAFT TRIMS HOL04)OWN
PLAN SIR PLAN FOR CLIRB HAIGHT
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OF & PLACE ALL-THREAD Yom ir To ur OF EACH coRmER AND AT EACH wymmum OF FIBER��CONCRETE 1,4
& THE 069M CMTANO MLqM WAS PERFORMED UMM THE TH"LIAILESS WmW OTHOWME ON
ALTMVICK PER CHAPTER A 21130 PLOIAIDA SUED"COOL MEETING My IMAIWO WWILLS. OWALLATM SEOLI&4=AM
PLAN.
AVU A.PLACE RODO(SPOCIPIED ON PLAHS) POMP=
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commacm
9 ML VAPOR - - -
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