290 BEACH AVE - NEW RESID. -STRU dwgs o �
GENERAL NOTES ALL THREAD
NOTES EPDXY NOTES Q
USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING
1. ALL-THREAD CONNECTORS TO BE 3/8"DIAMETER BARS PLACED AT 6'O.C.IN ALL BEARING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER
1. CODES U PLANS. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY 0° �
EDITION,ACI,NDS,APA AND ASCE7-10. WALLS,UNLESS NOTED OTHERWISE ON LA
GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER.
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2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE
COUNTED AS PART OF THE DESIGNATED O.C.SPACING. o
COU � ac
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: 6 z
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITHIN 6"TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF HILTI HY150,HILTI HSE2421,SIMPSON STRONG-TIE SET OR APPROVED EQUAL. Q
BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS:
COMMENCING CONSTRUCTION. w
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IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS .0 2
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A.PLACE SHEARWALL RODS(SPECIFIED ON PLANS) AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN
N PLANS) Z L ce
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B.PLACE HIGH UPLIFT RODS(SPECIFIED OACCORDANCE WITH APPLICABLE SAFETY LAWS. a ce
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PLANS. C.PLACE CORNER RODS
OTHERWISE ONT HE
D.PLACE ALL OTHER RODS.
3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 CO) w
5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE PSI AND TENSILE STRENGTH OF 2,300 PSI.
OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPS N SET EPDXY CO)
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR W LLS AND HIGH 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE
DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. DIAMETER OF THE STEEL MEMBER BEING INSTALLED.
ASSUMING 2000PSF SOIL CAPACITY.
5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS.
IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO
6. THE SCOPE OF WORK OF THIS PROJECTINSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS �
WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE:
THE SCOPE OF LAITANCE,DUST,DIRT,AND OIL.
AL PLUMBING OR ELECTRICAL WORK. ~ o
WATERPROOFING,MECHANICAL,
6"-TYPICAL WALLS,MONOLITHIC FOOTING z o
7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7"-EXTERIOR WALLS,STEMWALL FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE _
8"-MASONRY WALLS
MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE O
EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS owc Z
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY
INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS E SHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET. TRAINING SHALL BE SUBMITTED TO THE ENGINEERIARCHITECT ALONG WITH THE PROPOSAL TO
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER DO THE WORK.
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 8. USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS,U.N.O.
CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LI TATIONS, IT IS SHEATHING NOTES
RESPONSIBILITY OF THE CONTRACTOR.
ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHE WITH (1) ROW
OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)S H. PLACE A 1/2" FOR WALL SHEATHING: Q
CONCRETE NOTES ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP. 1. USE EXPOSURE 1 APA RATED OSB.SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN
1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST 7/16"THICK.FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C.IN FIELD.
" TEST 2. 5/16"HARDI-PANEL MAY BE USED IN LIEU OF OSB. FASTEN TO STUDS WITH 8d RING SHANK NAILS U
EDITION,"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE , AND ACI 301, LA 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADE S BELOW IT IS
EDITION,"SPECIFICATIONS FOR STRUCTURAL CONCRETE" ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FAS THE BOTTOM AT 6"O.C.ON EDGE,8"O.C.IN FIELD. FASTEN TO TOP AND BOTTOM PLATES AT 4"O.C.
A " S WASHER AND NUT. IN LIEU OF THREADED RODS, S E SECTIONS 3 U ch
+- ALL CEMENT SHALL OF THE ROD WITH 3 Q cV
2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF /) AND 5/S5 FOR STRAPPING ALTERNATIVES. FOR ROOF SHEATHING: Z Z j CV
SIZE SHALL BE 1Y" INCHES FOR 1. USE EXPOSURE 1 APA RATED OSB.SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN Z W Z J
CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATEz
FOUNDATIONS,AND%"FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. NAL FRAMING NOTES 7/16"THICK.FASTEN WITH sd NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIELD. 0 � j u-
CONVENTI O 2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH
STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD V Q
3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. CONDITIONS,BLOCK PANELS AT 12"O.C. W
UZ W
OC Q m
4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. FOR FLOOR DECKING:
1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24, AND NOT LESS U
m �
VAPOR BARRIER AND TERMITE TREATED SOIL.
3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. THAN 3/4"THICK.FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C.IN FIELD. O
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5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, 2. USE OF APA RATED STURD4-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24" AND
COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH(4)164 TOE-NAILS. MINIMUM 3/4'THICKNESS. I-
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE Q
FOOTING. RAFTER AND(5)8d NAILS INTO THE TOP PLATE. NOTE FOR BRICK VENEER SIDING
5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5)8d AILS INTO THE
o
E 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL
6. ALL REINFORCEMENT SHALL BE GRAD 1. HORIZONTAL TIES AT 24"O.C.O.G.6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER
CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN 2. VERTICAL TIES AT 24"O.C.
AND(5)8d NAILS INTO THE SLEEPER.
FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF 3. WEEP HOLES AT 33"O.C. O
CONCRETE REINFORCEMENT" 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH(4)16d NAILS. 4. 1"AIR SPACE BETWEEN BRICK AND SHEATHING. m
7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., 12 1-1/2"NAILS.
AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH( ) ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER a,b,c
BAR DIAMETERS OR 24" 9• FASTEN RIDGE/VALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS I VALLEY BEAM, SIZE OF STEEL NO STORY ONE STORY TWO STORIES No.OF 1/2" -
8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 ANGLE ABOVE ABOVE ABOVE EQUIVALENT
WHICHEVER IS GREATER. (11)INTO STUD BELOW.
a,c(inches) REINFORCING
Cl
10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF 3x3xl/4 6'-0" 4'-6" 3' " 1 Q
-0
9. CORNER REINFORCEMENT SHALL BE LAPPED 25".
N
CQLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE T THE PEAK. T
n C� .�C9 m C7 r.
- 4x3x 1/4 8'.0" 6'-0" 4'-6" 1 m �-
10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS;
« EARTH 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NILS AT EACH 5x3 1/2x5/16 10'-0" 8'-0" 6'-0" 2
10.1. 3 FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EA
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SLEEPER AND EXISTING FRAMING.
" EARTH AND WEATHER INTERSECTION OF SL � " " " 3
10.2. 2 FOR CONCRETE EXPOSED TO EAR 6x31/2x5/16 14-0 9-0 T-0
10.3. 11/2n FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY -
REINFORCEMENT. ROOF RAFTER 2-6x31/2x5/16 20'-0" 12'-0" ! 9'-0" 4
11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, RIDGE BEAM FOR SI: 1 INCH=25.4 MM, 1 FOOT=304.8 MM
INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE
DA. LONG LEG OF THE ANGLE SHALL BE PLACED IN A VERTICAL POSITION.
DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD.
MUM OF SIX 6 COURSES TALL. CONTACT ENGINEER OF RECORD IF ---- -- -`---- CEILING JOIST B.DEPTH OF REINFORCED LINTELS SHALL NOT BE LESS THAN 8"AND ALL CELLS OF
12. STEMWALL TO BE A MAXI ( ) HOLLOW MASONRY LINTELS SHALL BE GROUTED SOLID.REINFORCING BARS SHALL
STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT.
EXTEND NOT LESS THAN 8"INCHES INTO THE SUPPORT. O
13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF ` -- COLLAR TIE
C.STEEL MEMBERS INDICATED ARE ADEQUATE TYPICAL EXAMPLES;OTHER STEEL �� �,. z
STEMWALL MUST BE FILLED. (2)2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT,FASTENED MEMBERS MEETING STRUCTURAL DESIGN REQUIREMENTS MAY BE USED.
14. TOGETHER WITH(1)ROW OF 8d NAILS AT 12"O.C. FASTEN RAFTER TO
NOTES ` COLUMN WITH 18 GA STRAP WITH(9)8d NAILS IN RAFTER,(9)8d NAILS IN
FRAMING COLUMN.FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING WITH(9)8d NAILS IN COLUMN,(9)8d NAILS IN TOP PLATE/HEADER.
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION.
2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET.
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE LOAD TABLE C�
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. ROOF:
LIVE LOAD: 20.0 PSF
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE DEAD LOAD: 7.0 PSF
TREATED.
CEILING:
00 N
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5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. LIVE LOAD: 10.0 PSF
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LIVE LOAD-STORAGE: 30.0 PSF
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6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. DEAD LOAD: 5.0 PSF
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COMPONENT AND CLADDING
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7. DIMENSION LUMBER FLOOR: � o
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS LIVE LOAD: 40.0 PSF
U LLU-
7.2. WHERE POSTS ARE CALLED OUT,HEADERS SHALL BEAR FULLY ON POSTS. pEAD LOAD: 10.0 PSF DESIGN PRESSURES0
A
BEARING ON SUPPORTING MEMBERS S14ALL BE FRAMED VTH 50.0 PSF
7.3. ALL BEAMS AND JOISTS NOT DECK LIVE LOAD: i�_
- P
SIMPSON STRO
NG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF EFFECTIVE IN ERIOR ZONES, cs
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N N
PSF
c+1
NE S
ND ZONES,DIAMETER AND
E L m
HANGERS SHALL BE NAILED WITH NAILS ME(�TINGTtiE D AREA SF PSF
THE JOISTND LOADS: m = �
RECORD. WI
LENGTH PER THE DETAILS. WIND SPEED: 130 MPH
4.4 -32.0 .4 -26.6 c 0
S OTHERWISE NOTED. NAIL SIZES ARE DEFINED EXPOSURE: C 0-20 2
L NAILS SHALL BE COMMON NAILS, UNLESS IMPORTANCE: 1.0 m
8. AL
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BELOW: BUILDING CATEGORY: 11 20-50 22.9 -28.8 22.9 -25.3 Q N m
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ENCLOSED BUILDING:
« - 1.6 -24.0 � > N
8d=0.131 x 2-1/2 INTERIOR PRESSURE 50-100 21.6 27.2
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10d=0.148"x 3' COEFFICIENT: 0.18 -A <
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12d=0.148"x 3-1/4" ROOF PITCH: MATCH EXISTING 100-200 20.8 -24.4 20.8 -22.9 1"1 fit
16d=0.162"x,$-1/2" yyy
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9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN
•
AND/OR THE FOOTING DETAILS SHEE
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10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. •
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GEUFF .E 5®Ci28
07-15-15
FILE COPY Sheet No.
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PT NO.2 SYP POST.SEE PLAN
FOR SIZE.BURY 36"BELOW o w
GRADE. a w
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CCONTINUOUS BOND BEAM WITH 3000 PSI
24NOX36"DEEP CONCRETE LUG
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CONTINUOUS BOND BEAM WITH 2500 PSI CONCRETE AND(1)#5 BAR
CONCRETE AND(1)#5 BARFINISHED GRADE E O
FIBER REINFORCED CONCRETE SLAB,4" -- --- = z 0 0
THICK UNLESS NOTED OTHERWISE ON FIBER REINFORCED CONCRETE SLAB,4" a
THICK UNLESS NOTED OTHERWISE ON - _ ---- -
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PLAN. -- a - -- -
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!' 8"X16"CMU STEMWALL.STEMWALL VARIES WITH GARAGE SLOPE i = e ' i w
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— 8X16 CMU STEMWALL.STEMWALL
DEFORMED BARS AT 48"O.C.FILL CELLS - - VERTICAL REINFORCEMENT TO BE#5 "
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--i -- WITH 3000 psi CONCRETE. -- ---I " _ __ w-- _
FOOTING AND SLAB POURED 18 #5 BARS DRILLED THROUGH
r � DEFORMED BARS AT 48 O.C.FILL CELLS I--' �_ ! ! I- BOTTOM OF POST.
WITH 3000 psi CONCRETE. WITH 3000psi CONCRETE WITH -- ! I! -
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FIBERMESH
ONE STORY: d=8",b=16",(2)#4 BARS !:_ f !=� I __! a a .d.
—I --- ; , --- ONE STORY: d=8 ,&16 ,(2)#4 BARS - FINISHED 12"
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VERTICAL REINFORCEMENT TO HAVE 9
VERTICAL REINFORCEMENT TO HAVE 9" _ �� - in
BEND AT BOTTOM AND BE EMBEDDED 4 _ -
BEND AT BOTTOM AND BE EMBEDDED 4 " —' `--;- 6 MIL VAPOR BARRIER OR EQUIVALENT I I - -; ; !- ! =! �- 6 MIL VAPOR BARRIER OR __ o
INTO TOP COURSE. -- , I_ _, , cc � � w
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INTO TOP COURSE. ' ' WATERPROOFING BETWEEN COMPACTED —I - EQUIVALENT WATERPROOFING i I i I—: , CC
--ISUBBASE AND FOOTINGISLAB BETWEEN COMPACTED _
SUBBASE AND FOOTING/SLAB _-!
_ FOOTING TO BEAR ON FIRM _.___ --! ' - ONE STORY: X= 12 WITH(2)#4 __ 2-0" I
i=-' --' FOOTING TO BEAR ON FIRM UNDISTURBED TWO-STORY: X= 16 WITH 3 #4
UNDISTURBED SOIL. ___ _.__.F . O FOOTING,PER PLAN -- —
SOIL. THREE-STORY:X=20"WITH(3)#5 cn
RECESSSECTIONw
TYPICAL STEMWALL DETAIL GARAGE STEMWALL FOOTING /�ANTERIOR BEARING FOOTING URIED POST DETAIL O
1 "- " 3 2 /4"= 1'-0" 314"= 1'-0" 6 a= , a
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VERTICAL REINFORCEMENT TO BE#5
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6TYPICAL STEMWALL DETAIL-
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2X6 BOTTOM PLATE 2X6 BOTTOM PLATE c w
JOISTS WITH(2)10d RING SHANK NAILS >
PER INTERSECTION. ❑
3/4"PLYWOOD DECKING 3/4"PLYWOOD DECKING '! Q
3/4"PLYWOOD DECKING z
w
-- 3/4 PLYWOOD DECKING r-
WINDOW HEADER.SEE PLAN.
E �
Z O
Z O U
o a O
WINDOW BY OTHERS.
FLOOR TRUSSES BY OTHERS �— FLOOR TRUSSES BY OTHERS w ❑
FLOOR TRUSSES BY OTHERScoco
I1 2X10 LEDGER
P TOP PLATE (2)2x6 NO.2 SYP TOP PLATE (2)2x6 NO.2 SYP TOP PLATE '
U)
(2)2x6 NO.2 SY O FLOOR TRUSSES OVERLAP i (2)2x NO.2 SYP TOP PLATE
AT BEARING '`
jj ,
2X6 SPF STUDS AT 16"O.C. 2X6 SPF STUDS AT 16"O.C. (2)2x6 N0.2 SYP TOP PLATE co o
2X6 SPF STUDS AT 16"O.C. 2X4 SPF STUDS AT 16"O.C. Z
O
FIRST FLOOR 2X6 SPF 1X5 T&G SHEATHING.FASTEN TO w Z
ECTION STUDS AT 16m O.C. JOISTS WITH(2)10d RING SHANK NAILS
&3/4"= l'-0" ECTION PER INTERSECTION.
3 3/4"=1'-0" E CTION 7/16"OSB WALL SHEATHING
ECTION 4 "_ . "
2 3/4"=1'-0" 3/4 = 1-0
2X6 SPF STUDS AT 16"O.C. 3X8 RAFTERS AT 24"O.C. O
F-
1/2"X8"LAG SCREW PER RAFTER
2X10 LEDGER U
W M
U M
1X5 T&G SHEATHING.FASTEN TO 2x8 AT 24"O.C. z W N
JOISTS WITH(2)10d RING SHANK NAILS c�
PER INTERSECTION. MIN 7/16"OSB SHEATHING. MIN 7/16"OSB SHEATHING. z W z J
W
LL
3X8 RAFTERS AT 24"O.C. SEE CONVENTIONAL FRAMING NOTES 2x8 AT 24"O.C. V Q =
FOR RAFTER TO PLATE CONNECTION.
(2)1/2"LAG SCREWS,4"MIN EMBED C� W V W
Z Q m
j 1X5 T&G SHEATHING.FASTEN TO
JOISTS WITH(2)10d RING SHANK NAILS 6X8 PT NO.2 BEAM C) m
2X6 BOTTOM PLATE PER INTERSECTION. —J W Z
FLOOR TRUSSES BY OTHERS. m
FLOOR TRUSSES BY OTHERS - -
4 — (3)2X10 NO.2 SYP BEAM. ROOF TRUSSES OR
3 2X10 HEADER CONVENTIONAL FRAMING
FASTEN BRACE TO WALL WITH 16d V
6X6 PT N0.2 SYP POST SEE POST TO BEAM DETAILS 18 AND NAILS. 4X10 BRACE
(2)2x6 NO.2 SYP TOP PLATE 19/S3.02 FOR CONNECTIONS. O
i
m
6X6 NO.2 SYP PT POST. 2x4 No.2 SYP BLOCKING AT 12"O.C. ■�■� FASTEN SECOND FLOOR STUDS TO
FASTEN TO BOTTOM CHORD OF FIRST FLOOR STUDS WITH MSTA36 AT
2X6 SPF STUDS AT 16"O.C. ! TRUSSES WITH(3)10d NAILS. 32"O.C.
TRIM WORK IS NON-STRUCTURAL
E CT I O N (2)2x NO.2 SYP TOP PLATE
03/4"= 1'-0"— WALL BRACING DETAIL
ECTION 6 E 1 2 "— " 4X4 BRACE, 1/2"X6 LAG SCREWS AT 12" T N
3/4"= l'-0" 3/4"= 1'-0" 3I4 - 1-0 O.C. O O O v f
FIRST FLOOR 2X6 SPF STUDS AT 16" O 00 a C
O.C. ❑ a ❑ `
i
(2)DOUBLE STUD GROUP BEHIND 4X4
BRACE
� FASTEN ROOF RAFTERS TO WALL WITH ECTION
NOTE A:WHERE SECOND FLOOR WALL FRAMING HAS A CONTINUOUS HEADER,FASTEN CRIPPLE H2.5A,ALL HOLES FILLED WITH 10d NAILS. 5
EDGE OF ALL THREAD WASHER STUDS CONTINUOUSLY THROUGH FLOOR SYSTEM USING MSTC66 STRAP AT EACH CRIPPLE, 3/4"= V-0" ■J
` MUST BE WITHIN 3"OF THE EXTENDING 12"INTO FIRST AND SECOND LEVEL CRIPPLES,MIN.USE 10d NAILS IN ALL HOLES.
HEADER KING STUD,TYP BOTH
SIDES OF OPENING.
EDGE OF ALL THREAD WASHER MUST BE
ff
WITHIN 3"OF THE HEADER KING STUD,TYP
t
t (2)2x NO.2 SYP TOP PLATE FASTENED WITH
BOTH SIDES OF OPENING. Q
c (2)ROWS 10d AT 16"O.C.STAGGERED.
MINIMUM 24"LAP WITH(12)10d IN LAP. TOP PLATE TO GARAGE HEADER
f • • CONNECTION:SIMPSON SPH AT 24"O.C.
FASTEN TOP PLATE TO HEADER WITH SPH
AT 24"O.C.WITH 10d NAILS IN ALL HOLES.
' WITH 12 10dX1-1/2"COMMONS.
i
NO.2 SYP HEADER,TYP. SEE
PLANS FOR SIZE, PLIES,AND
NUMBER OF KINGS AND TOP PLATE TO KING STUD CONNECTION: 2
CRIPPLES.
HEADER CONTINUOUS OVER MULTIPLE SIMPSON SPH WITH(12)10dX1-112"
-��
SUPPORTS.SEE PLAN FOR HEADER SIZE i ' COMMONS AT EACH END OF HEADER.
s AND PLIES.FASTEN HEADER TO CRIPPLES
WITH MSTA18,ALL HOLES FILLED WITH 10d ' E
NAILS. i
GARAGE DOOR HEADER.SE
E FRAMING
PLANS FOR SIZE AND PLIES.
! KING STUDS&CRIPPLES:(6)16d co cm to
BETWEEN ADJACENT KING STUDS ' ! c `"`°
AND CRIPPLES. " ' _- vrn
FASTEN WALL SHEATHING TO SHADED 1 °'v
j I MEMBERS WITH 8d COMMON NAILS AT 3 %' c W a
O.C. =
{ FASTEN ADJACENT STUDS W/(2)ROWS 10d a.c
r COMMON NAILS @ 8"O.C.,STAGGERED. 00
c
FASTEN 7/16"OSB TO EXTERIOR OF V u-
RETURNS&ABOVE DOOR W/8d @ 3"O.C.
ON EDGE, 12"O.C.IN FIELD.
� I j
f PLACE 1/2"ANCHOR BOLTS PER FASTEN ALL CRIPPLES TO BOTOTM PLATE (� 0 c14
I THE TYPICAL WALL SECTION. WITH SPH m m
+ 1/2"ANCHOR BOLTS AT 48"O.C.PLACE m m m
' BOLTS MAX 12 FROM CORNERS,ENDS AND
SPLICES. M > CR
HTT5 FOR GARAGE HEADER CRIPPLES.ALL
k 3 HOLES FILLED WITH 10d NAILS. N m o N
V
0
° WHERE THERE ARE FIRST FLOOR WALLS
BELOW INSTEAD OF A FOOTING,FASTEN �,��`
ti
CRIPPLE STUDS TO STUDS BELOW WITH
; map ..•••••-., �'
GARAGE SLAB �� VV /��'
' MSTA36. �� ,•' �\ �S�
< I f •
_ l FINISH GRADE ��
FLOOR TRUSS SYSTEM BY „ '
° a OTHERS. AP
• 5 �_
15
TYPICAL HEADER FRAMING DETAILHEADER Sh�tNo.
ONTIN OUSFRAMING � ' � 1
3/4"= l'-On 10 3/4"=1'-0"
NOTES TYPICAL GARAGE OPENING DETAIL S3mOl
1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING,NO ADDITIONAL • THREE OPENINGS SHOWN ABOVE.MAY APPLY TO TWO OPENINGS OR MORE.
CONNECTORS ARE REQUIRED FOR THE HEADER,CRIPPLES,KINGS OR TOP PLATE. I
8 OF 11
0
Q 0
C7
m �
SW SW SEE TABLE BELOW FOR SHEAR WALL 7/16"OSB FASTENED TO FRAMING W/8d AT 4"O.C.
} SEE TABLE BELOW FOR SHEAR HOLD DOWNS.SHEAR WALL ANCHORS ON EDGE,8"O.C. IN FIELD. c w
WALL HOLD DOWNS.SHEAR WALL " o
TO BE WITHIN 3 OF DOUBLE STUD
ANCHORS TO BE WITHIN 3"OF " " BLOCK SHEETING EDGES WITHIN 4"OF GABLE END. o
DOUBLE STUD GROUP.3"x3"SQ GROUP.3 x3 SQ WASHER AT TOP OF
0
THREADED ROD HOLD DOWN. 2x4 SYP OUTRIGGER AT 24"O.C.CLIP TO BALLOON r Q
WASHER AT TOP OF THREADED
FRAMED TOP PALTE W/SIMPSON H2.5 W/(8)8d z
ROD HOLD DOWN. 1
• • : : COMMONS.
. O
Z U
i Z O
s BLOCK BETWEEN OUTLOOKERS. a O
j a i ' 0
' ( U w
{ co
w
FASTENED T f cin
7116 OSB FAS O FRAMING I t
I ' W/8d AS SHOWN IN THE TABLE i 2x4 No.2 SYP X-BRACE.SEE PLAN FOR LOCATIONS.
BELOW i f ' E EXTEND BACK 8'FROM GABLE.ATTACH TO GABLE
I 7116"OSB FASTENED TO FRAMING W/ AND TRUSS VERTICALS W/(3)16d. WHERE TRUSS
i 8d AS SHOWN IN THE TABLE BELOW VERTICALS DONT EXIST,APPLY 2X4 No.2 SYP U)
s
VERTICALS WITH(3)16d COMMONS AT EACH ';'
INTERSECTION OF PROPOSED VERTICAL AND W c
EXISTING TRUSS. o
HEADER KING STUDS ARE Z Q
HEADER KING STUDS ARE
ACCPETABLE AS SHEAR WALL END O
4 ACCPETABLE AS SHEAR WALL i ! STUDS 2x4x8'SYP LATERAL BRACE AT 48".APPLY(2)16d > o
END STUDS 3
THROUGH DIAGONAL BRACE INTO EACH CEILING C Z
JOIST.
FASTEN LATERAL BRACE TO GABLE BOTTOM CHORD
-- FASTEN ALL STUDS IN WALL TO TOP WITH (2)SIMPSON H2.5 WITH(8)8d.
PLATE WITH(2)SPH AND BOTTOM
PLATE WITH MSTA24. U)
INSTALL DOUBLE STUD GROUP r
O
AT EACH END OF SHEAR WALL. j y INSTALL DOUBLE STUD GROUP AT
:
FOR DOUBLE SHEAR WALLS,USE EACH END OF SHEAR WALL.FASTEN U
(4)STUDS. GABLE BRACING DETAIL CF w
TO TOP PLATE WITH(2)SPH. ch
E 15 "_ , " M
{ 3/4 - 1-0 �.,�
J ! z W N
Z W z J
. . i . .
o FASTEN DOUBLE STUD GROUP TO O Q W LL.
1/2 ANCHOR BOLTS AT 24"O.C. BAND BOARD BELOW WITH MSTA24 AT �.., _
r BETWEEN SHEAR WALL ENDS. EACH STUD. V Q U
EMBED 8"MINIMUM AND USE 3" I
rrnn
SQUARE WASHERS. MW
L, ( ■..
7/16"OSB SHEATHING00
m V
V ! O
y' 1 W Z
" J J N Q
1 r i j
2x4 SPF STUDS AT 16"O.C.FASTEN TO --�
J BOTTOM PLATE WITH SPH AT 32"O.C. m Q
2x4 No.2 SYP BOTTOM PLATE O
j 1 3/4"PLYWOOD FLOOR DECKING cn
_ O
SSHEARWALL SCHEDULE SHEARWALL SCHEDULE m
2x4 LATERAL AND DIAGONAL TRUSS
ANCHOR SIZE SHEARWALL EDGE SPAC NG SHEARWALL ANCHOR SIZE FLOOR TRUSSES BY OTHERS.FASTEN BRACING AT 24"O.C..FASTEN EACH
SHEARWALL EDGE SPACING SHEARWALL AND EMBED TO WALL BELOW WITH H2.5A,ALL END WITH(3)10d TOE-NAILS.
DESIGNATION 8d NAILS ANCHOR AND EMBED DESIGNATION 8d NAIL ANCHOR DEPTH HOLES FILLED WITH 10d NAILS.
DEPTH
SW 3"O.C. 1/2"ROD 1/2", 12"DEEP SW 3"O.C. HTT16 5/8", 12"DEEP
SW2 2"O.C. HDU8-SDS2.5 7/8-, 12" SW2 2"O.C. PHD6-SDS3 5/8", 12"
0
r
NOTES o
N
NOTES (2)2x6 N0.2 SYP TOP PLATE .-
1."(2)"DESIGNATION IN THE TABLE REFERS TO BOT FACES OF WALL BEING SHEATHED. s h 3 O m O a O m o
1."(2)"DESIGNATION IN THE TABLE REFERS TO BOTH FACES OF WALL BEING SHEATHED. _ %n ALL THREAD CONNECTORS.SEE
O U Q O
2.5/16"HARDI-PANEL IS ONLY PERMITTED IN LIEU O THE 7/16"OSB ON EXTERIOR WALLS IF SHOWN ON ALL-THREAD NOTES ON COVER SHEET FLOOR TRUSS SYSTEM BY OTHERS.
2.5/16"HARDI-PANEL IS ONLY PERMITTED IN LIEU OF THE 7/16"OSB ON EXTERIOR WALLS IF SHOWN ON THE THE FRAMING PLAN. FOR INSTALLATION SPECIFICATIONS,
SPACING AND EMBEDMENT.
FRAMING PLAN.
3.OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE FRAMING PLAN.
3,OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE FRAMING PLAN.SHEAR SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW OPENINGS. 7/16"OSB SHEATHING SEE WALL SECTION FOR DETAILS.
WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW OPENINGS.
4.SHEARWALL SECTIONS ARE NAILED AT 6"O.C.IN IELD WITH 8d COMMON NAILS.SEE TABLE FOR EDGE J
4.SHEARWALL SECTIONS ARE NAILED AT 6"O.C.IN FIELD WITH 8d COMMON NAILS.SEE TABLE FOR EDGE SPACING.
SPACING. TRUSS BRACING AT WALL-
SHEAR
WALL CANTILEVER WALL SECTION 17 3/4"= 1'-0"WALL ASSEMBLY DETAIL- 2ND LEVEL SHEAR
13 3/4"= V-0" 14 3/4"=V-0"
0
THIRD FLOOR BALLOON FRAMED 2X4 (D
SPF STUDS AT 16"O.C. Z
7/16"OSB WALL SHEATHING
3/4 PLYWOOD DECKING
2X6 BOTTOM PLATE
2X4 NO.2 SYP BOTTOM PLATE 2x4 SPF STUDS AT 16"O.C.
BEAWLVL.SEE PLAN FOR SIZE AND PLIES.
1.25"BAND BOARD
FASTEN SECOND FLOOR STUDS TO 2x4 NO.2 SYP PT BOTTOM
6X6 PT NO.2 SYP POST BELOW BEAMS. 6X6 PT NO.2 SYP POST BELOW BEAM. FIRST FLOOR STUDS WITH MSTA36 AT PLATE.FASTEN TO BEAM
BELOW WITH 16d NAILS AT 6" o N
FASTEN BEAMS TO POST WITH LCE4,ALL
FASTEN BEAM TO POST WITH AC6,ALL 32"O.C. O.C. Go�
HOLES FILLED WITH 16d NAILS. HOLES FILLED WITH 16d NAILS.
(2)2x6 NO.2 SYP TOP PLATE
SECOND FLOOR STUD TO d�
12"I-JOISTS AT 16"O.C. BEAM:MSTA24 AT 32"O.C. a 0
75
v NJ WITH(26)10d NAILS.
SECOND FLOOR 2X6 SPF STUDS AT 16" 0 00
BEAM/LVL.SEE PLAN FOR SIZE AND PLIES. BEAM/LVL.SEE PLAN FOR SIZE AND PLIES. O.C. SEE PLAN FOR LVL SIZE. U
v
ca o
TOP VIEW TOP VIEW �? m M
SECTION ON BEAM � LL
ECTION 22 3/4"=1'-W x@ IM
20 ,h
BEAWLVL.SEE PLAN FOR SIZE AND PLIES.
r
to 'd O
N co M N
MIN 7/16"OSB SHEATHING.
11 O cro) n rn
pit i 2x8 AT 24"O.C.
Al BEAM/LVL.SEE PLAN FOR SIZE AND PLIES. - , BEAM/LVL.SEE PIAN FOR SIZE AND PLIES. 3/4 PLYWOOD DECKING
3/4
1� 1X5 T&G SHEATHING.FASTEN TO ®�° -
•
JOISTS WITH(2)10d RING SHANK NAILS '`V.--. N
•�,ENN•` •, �
"zz PER INTERSECTION.6X6 PT NO.2 SYP POST BELOW BEAM.X PT NO.2 SYP POST BELOW BEAM. r7e �9 °
6 6
12"I-JOIST BLOCKING o
FASTEN BEAMS TO POST WITH LCE4,ALL FASTEN BEAMS TO POST WITH AC6,ALL
o
HOLES FILLED WITH 10d NAILS. HOLES FILLED WITH 10d NAILS.
2 2x6 N0.2 SYP TOP PLATE (2)2x4 N0.2 SYP TOP PLATE r , �� .• •�c,�����,o'
( ) 2X4 SPF BALLOON FRAMED STUDS AT
12"I-JOISTS AT 16"O.C. 16"O.C. i�ts4b44s®
ELEVATION VIEW ELEVATION VIEW
SECOND FLOOR 2X6 SPF STUDS AT 16"
Sheet W.
ORNER ELEVATION- 19 IDE ELEVATION-
183/4 ECTION-21 "_ . " OUTLOOKER DETAILS3mO2
3/4 - 1-0 3/4111 if-On
9 OF 11
i
FL �
0
MIN 7/16"OSB SHEATHING. m
2x8 AT 24"O.C. � >
(2)2x NO.2 SYP TOP PLATE
o w
MIN 7/16"OSB SHEATHING. .n
SEE CONVENTIONAL FRAMING NOTES ¢
FOR RAFTER TO PLATE CONNECTION. ` 2x8 AT 24"O.C. w
IN 7/16"OSB SHEATHING. MIN 7/16"OSB SHEATHING. z O 0
U
2x8 AT 24"O.C.
WINDOW HEADER.SEE PLAN. x8 AT 24 O.C. a_ o
U 0
w
ii W
co
WINDOW BY OTHERS. EE CONVENTIONAL FRAMING NOTES - - (2)2X8 HEADER
OR RAFTER TO PLATE CONNECTION.
X5 T&G SHEATHING.FASTEN TO
WINDOW BY OTHERS. I o
GISTS WITH(2)10d RING SHANK NAILSth
PER INTERSECTION. 7/16"OSB WALL SHEATHING AROUND w o
(2)2x NO.2 SYP TOP PLATE it WINDOWS (2)2x4 NO.2 SYP TOP PLATE z o
2X10 LEDGER WINDOWS BY OTHERS 2X4 SPF BALLOON FRAMED STUDS AT
16"O.C. w z --
2X4 SPF STUDS AT 16"O.C. (2)2x4 NO.2 SYP TOP PLATE 2X4 SPF STUDS AT 16"O.C.
uc
X8 BLOCKING AT EAVE.
2X10 LEDGER
2)2x4 NO.2 SYP TOP PLATE 7/16"OSB WALL SHEATHING
Ile
if
2X4 SPF STUDS AT 16"O.C.
2x8 AT 24"O.C. 3/4"PLYWOOD DECKING O
2X4 SPF STUDS AT 16"O.C. 4 SPF STUDS AT 16"O.C. �.
2X4 BOTTOM PLATE U
7/16"OSB WALL SHEATHING /16"OSB WALL SHEATHING
12"I-JOIST BLOCKING UNDER BEARING W M
WALL.FILL OUTSIDE WITH 2X8 12"I-JOISTS.SEE PLAN. U N
2X4 NO.2 SYP BOTTOM PLATE 2X4 NO.2 SYP BOTTOM PLATE BLOCKING.FASTEN STUD TO FILLER -__ �— z W ((V
WITH MSTA18. FIRST FLOOR STUDS WITH MSTA36 AT FASTEN SECOND FLOOR STUDS TO z w Z -j I
SEE CONVENTIONAL FRAMING NOTES 32"O.C. O cl j
UL
FOR RAFTER TO PLATE CONNECTION. V Q
1 G-P 1.25"BAND BOARD. �nn
FLOOR TRUSSES BY OTHERS. V W = Q
ASTEN SECOND FLOOR STUDS TO V W
IRST FLOOR STUDS WITH MSTA36 AT (2)2x6 NO.2 SYP TOP PLATE z LQ m
2"O.C. FASTEN BAND BOARD TO HEADER WITH y 0m U
MSTA24 AT 32"O.C. j WINDOW HEADER.SEE PLAN. J W ) F-
N
FLOOR TRUSSES BY OTHERS. H„
m � Q
FLOOR TRUSSES BY OTHERS. 2)2x6 NO.2 SYP TOP PLATE
O
(2)2x6 NO.2 SYP TOP PLATE
ECTION
27 4!
FIRST FLOOR 2X6 SPF STUDS AT 16m WINDOW HEADER.SEE PLAN. O ,
O.C. m
4X10 BRACE I I -@§3/4
FASTEN SECOND FLOOR STUDS TO Z6 ECTION-
FIRST
/4V-0"FLOOR STUDS WITH MSTA36 AT 3 "
32"Q.C. ECTION
2x NO. SYP TOP PLATE 25 3/4"= 1'-0" N '
(2) �U DC7 m 0
20 mCLo
4X4 BRACE, 1/2"X6 LAG SCREWS AT 12"
o v a o
O.C. MIN 7/16"OSB SHEATHING.
FIRST FLOOR 2X6 SPF STUDS AT 16"
O.C. 2x8 AT 24"O.C.
(2)DOUBLE STUD GROUP BEHIND 4X4 1X5 T&G SHEATHING.FASTEN TO
BRACE JOISTS WITH(2)10d RING SHANK NAILS
PER INTERSECTION.
_- FASTEN 7/16"OSB W/8d aGa 6"O.C.ON
EDGES, 12"O.C. IN FIELD.
--- ------- 2X6 RAFTERS AT 24"O.C. FASTEN
EACH END WITH LUS26.
(2),2x4 NO.2 SYP TOP PLATE W
SECTION
2X4 SPF BALLOON FRAMED STUDS AT (2)2X6 DORMER RAFTER(3:12 PITCH). Q
RIPPED FOR FIT AT RIDGE.FASTEN
24 16" .C. TO KNEE WALL STUDS WITH MSTA12.
3/4"= 1'-0" '~�
2X4 BOTTOM PLATE
FA TEN SECOND FLOOR STUDS TO (2)2X6 RAFTERS AT TOP OF WALL z
'ti
FIRST FLOOR STUDS WITH MSTA36 AT (2)2x4 N0.2 SYP TOP PLATE
32' D.C. ` FASTENED WITH(2)ROWS 10d AT 16"
3/4"PLYWOOD DECKING O.C.STAGGERED.MINIMUM 24"LAP
G-P 1.25"BAND BOARD. ^\�
WITH(12)10d IN LAP.
2x4 SPF STUDS AT 16"O.C.FASTEN
LL
12" -JOISTS.SEE PLAN. EACH END OF STUDS WITH H3,ALL
i
(2),X6 NO.2 SYP TOP PLATE HOLES FILLED WITH 10d NAILS.
2X6 SPF STUDS AT 16"O.C.
2x4 NO.2 SYP PT BOTTOM PLATE.
FASTEN TO BLOCKING WITH H3,ALL o N
HOLES FILLED WITH 10d NAILS. c m
7/1 OSB WALL SHEATHING ti
IA N
2X8 RAFTER BELOW(8:12 PITCH) c w a
ECOND LEVEL WALL PLAN Na.
31
- MIN 7/16 OSB SHEATHING. 3/4"= 1'-0" 2X WALL BELOW.SEE SECTION co .22
E CT I O N 23/53.02
4)
2x8 AT 24"O.C. 2g "_ " 0 o
3/4 - 1-0Lo
(� o
SEE CONVENTIONAL FRAMING NOTES NAD "
J
FOR RAFTER TO PLATE CONNECTION. a� .
10 x
m m m
1X5 T&G SHEATHING.FASTEN TO
JOISTS WITH(2)10d RING SHANK NAILSQ 2 m o
m
L o
M
o
PER INTERSECTION. o CO o
N CO Y N
0)
D� •, WALL SHEATHING PER TYPICAL
WALL SECTION. k'k
2X6X6 SCAB.FASTEN TO TRUSS
1 " 11.88"WI-80 FLOOR JOISTS EIVSA.
TOP CHORD WITH(2)ROWS OF :•�'
• 10d NAILS AT 6"O.C. i s 2
(2)2x6 NO.2 SYP TOP PLATE HEADER,TYP. SEE PLANS FOR SIZE,PLIES, -
2X6 SPF STUDS AT 16"O.C. ,LA , •
AND NUMBER OF KINGS AND CRIPPLES. Irm-
.=�
.
7/16"OSB WALL SHEATHING TRUSSES AT 24"O.C. ! • • I • • •• •' •`'
t
2X6 TOP PLATE.
ECTION
KING STUDS&CRIPPLES:(6)164 BETWEEN
ADJACENT KING STUDS AND CRIPPLES. Sheet No.
2� 3/4"=1'-0"
VERHAN SCAB_ TYPICAL HEADER FRAMING DETAIL30 3/4"=V-0" 32 "_ . "
S3mO3
10 OF 11
U
n