378 6th St 2013 SFR Plans BUILDER:
Bosco
SUBDIVISION:
6TH STREET
' LOT NUMBER:
378
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TREE SURVEY: 3-25-2013: W.O."1999-5148-4 w
CHANGE CERTIFICATIONS: 10-30-2012: W.O.• 1999-5148-3 Bosco O c
REVISED LEGAL DESCRIPTION: 10-4-2012 A, W> 4 >° th
Building Contractors,Inc. 2 W '� t-0-
0
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RECHECKED t RECERTIFIED SURVEY: 10-2-2012: W,O.* 1999-5148-2 Ox F 0't o a
COMMERCIAL AND RESIDENTIAL a m W m
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904-241-0320 mom=
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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. E
i
GENERAL NOTESI �
ALL-THREAD NOTES EPDXY NOTES
T
1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 1/2" DIAMETER BARS PLACED AT 4' O.C. IN ALL EXTERIOR 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER L
EDITION,ACI,NDS,APA AND ASCE7-10. BEARING WALLS,4'O.C. IN ALL INTERIOR WALLS,UNLESS NOTED OTHERWISE ON PLANS. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY
GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. m
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
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C.SPACING. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE
w
ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE:
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 o w
c �
COMMENCING CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: HILTI HY150,HILTI HSE2421,SIMPSON STRONG-TIE SET OR APPROVED EQUAL. A oZ
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A. PLACE SHEARWALL RODS(SPECIFIED ON PLANS) IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS z
III
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B. PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS) AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN
OTHERWISE ON THE PLANS. C. PLACE CORNER RODS ACCORDANCE WITH APPLICABLE SAFETY LAWS.
D. PLACE ALL OTHER RODS. Eo 0
5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 o
OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY PSI AND TENSILE STRENGTH OF 2,300 PSI. .0 a w
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH w
DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE p vi
ASSUMING 2000PSF SOIL CAPACITY. DIAMETER OF THE STEEL MEMBER BEING INSTALLED.
5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS.
6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE:
WATERPROOFING,MECHANICAL, PLUMBING OR ELECTRICAL WORK. INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS
cl
LAITANCE, DUST,DIRT,AND OIL.
6"-TYPICAL WALLS, MONOLITHIC FOOTING °N'
11.1 C,
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 Q
EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 8"-MASONRY WALLS MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE o
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY PO
i YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS
INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE C
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET. TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO
TEMPORARY BRACING/SNORING, 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
RESPONSIBILITY OF THE CONTRACTOR. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS MASONRYNOTES
ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW
CONCRETE NOTES OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)SPH. PLACE A 1/2" CODE REQUIREMENTS FOR MASONRY STRUCTURES" ACI 530 AND T 'SPECIFICATIONS 1, ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF nBUILDING
ANCHOR BOLT WITH 6 EMBEDMENT WITHIN 6 OF DOUBLE STUD GROUP. MASONRY STRUCTURES" (ACI 530.1)OF THE AAI�RICAN(CONCRETE INST TUTEFOR
1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS.
10. IN LOCATIONS WHERE SECOND FLOOR BEARING'WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS
2. 6X6 W1.4 X W1.4 WWM TO BE PLACED IN THE CENTER OF THE SLAB. WWM SHALL BE LAPPED 8". ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM 2' CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH A MIN. NET COMPRESSIVE j
OF THE ROD WITH A 3THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH= 1/2 .
" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 STRENGTH OF 1500 PSI, HOLLOW, LOAD-BEARINGAINITS. CONFORMING TO ASTM C90,TYPE N-11
AND 5/S5 FOR STRAPPING ALTERNATIVES. WU M
3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED 3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S. ALL PORTLAND CEMENT SHALL N
OVER A 6 MIL. VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON CONFORM TO ASTM C150 TYPE I. LIME SHALL CONFORM TO ASTM C207. ALL MASONRY CEMENT W z c�
PRIOR TO POURING. SHALL CONFORM TO ASTM C91. THICKNESS OF MORTAR SHALL NOT EXCEED %". FULL BEAD c �,jJ W J
AND HEAD JOINTS SHALL BE USED. G � W D'
4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, _
4. MASONRY GROUT SHALL CONFORM TO ASTM 0476. fc OF GROUT SHALL BE 3000 PSI MIN. THE O W F U
COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95°!o MAXIMUM AGGREGATE SIZE SHALL BE 3/"GRADED TO PRODUCE FINE GROUT IN CONFORMANCE W Q
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE WITH ASTM C476 AND C404.SLUMP OF GROUT SHALL BE 8 TO 10 INCHES. Z W
FOOTING. 0 X W
5. U 0 U
L REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615.
5. MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE 48 BAR DIA � W � �
LAP ON ALL SPLICES. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE <,r)
O Z
REINFORCING IN CELLS. �
VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", � J J A
WHICHEVER IS GREATER.
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING OF ALL MASONRY C ,Q
7. CORNER REINFORCEMENT SHALL BE LAPPED 25". CONSTRUCTION TO RESIST WIND, BACKFILLING, SOIL COMPACTION AND OTHER NATURAL AND G
CONSTRUCTION FORCES OCCURRING DURING CONSTRUCTION. THE BRACING SHALL REMAIN IN
8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS;/z UNTIL THE STRUCTURE IS COMPLETE.
S,
8.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH
8.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER 7. HORIZONTAL JOINT REINFORCING SHALL BE USED FOR ALL MASONRY CONSTRUCTION. AND
8.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY SHALL CONSIST OF 9 GAGE, GALVANIZED, LADDER TYPE REINFORCING CONFORMING TO ASTM
REINFORCEMENT. A82, SPACED AT 16"O.C.VERTICAL MAX.
9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, 8. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHTt_PROVIDE A CLEAN-OUT HOLE AT THE BOTTOM
INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE CELL. CLEAN THE CELL BY REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY
DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL
STEEL REINFORCEMENT TOGETHER. CLOSE THE OPENING AFTER INSPECTION.
10. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF T
STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. 9. ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF SYSTEM HAS BEEN g C3
....3 � �3. 3 ?
INSTALLED AND HAS BECOME CAPABLE OF 5TA131LIZiNG THE WALLS. REINFORCED MASONRY > N
a o
11. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF UNITS SHALL BE FILLED SOLID WITH 3000 PSI GRO T AS INDICATED ON PLANS. o U Q Q
STEMWALL MUST BE FILLED. nIM CL
10. CASTCRETE PRECAST LINTELS TO BE USED OVER
.UNO.SEE PLAN FOR SIZE _ pw
FRAMING NOTES REINFORCEMENT.
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING
DE, 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 W
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. Q
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE LLQ
TREATED.
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.
LL
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. W
7. DIMENSION LUMBER O
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS ! ,
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. �..J
7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH
SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF
RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND
LENGTH PER THE DETAILS.
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED
BELOW:
8d=0.131"x 2-1/2" ci
10d=0.148"x 3" = 0)
12d=0.148"x 3-1/4"
16d=0.162"x 3-1/2" 0-0
a
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9. o$ i
WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN
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AND/OR THE FOOTING DETAILS SHEET. 2w
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10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE.
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LOAD TABLE @ W
ROOF: a ro m C
LIVE LOAD: 20.0 PSF Cn ma G
00
V_ t5 .5
N w
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DEAD LOAD: 7.0 PSF � C f)o
CEILING:
O M rn
LIVE LOAD: 10.0 PSF
LIVE LOAD-STORAGE: 30.0 PSF COMPONENT AND CLADDING ,
DEAD LOAD: 5.0 PSF `
4 •'' 2�
FLOOR: DESIGN PRESSURES
LIVE LOAD: 40.0 PSF . 5 2
DEAD LOAD: 10.0 PSF `
DECK LIVE LOAD: 50.0 PSF EFFECTIVE END ZONES, PSF
> INTERIOR ZONES,
AREA SF PSF
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WIND LOADS: •••••• ```
WIND SPEED: 130 MPH 0-20 35 -45 35 -38
EXPOSURE: C
IMPORTANCE: 1.0 20-50 33 -41 33 -36
BUILDING CATEGORY: 11
ENCLOSED BUILDING: 50-100 31 -39 31 -34
Sheet No.
INTERIOR PRESSURE
COEFFICIENT: 0.18 100-200 29 -35 29 -33
ROOF PITCH: MATCH EXISTING
_ S1
This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document wfhout wAtlen authorization Alexander Grace Cons
by uNkhg.Inc.,shat be without GaWtlty to Alexander Grace Consulting.Inc.
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CONTINUOUS BOND BEAM WITH 2500 PSI
CONCRETE AND (1) #5 BAR 0°
FIBER REINFORCED CONCRETE SLAB, 4" 9 W
THICK UNLESS NOTED OTHERWISE ON o
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PLAN. a
8"X16" CMU STEMWALL. STEMWALL L: W
VERTICAL REINFORCEMENT TO BE #5
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ZDEFORM D BARS AT 48O.C. FILL LLS o
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WITH psi p CONCRETE.H 3000 � -
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_ ONE TORY: - -
_ S d 8 , b-16 , (2)#4 BARS
TWO STORY: d=10", b=20", (3) #4 BARS
THREE STORY: d=12", b=24", (2) #5 BARS
VERTICAL REINFORCEMENT TO HAVE 9" W 0
{ a _ BEND AT BOTTOM AND BE EMBEDDED 4" z o
INTO TOP COURSE. °
z
—III— FOOTING TO BEAR ON FIRM
UNDISTURBED SOIL.
64'-0-2
35'-0-1" TYPICAL STEMWALL DETAIL
2
3/4" = 1'-0"
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29'-0" •G 0 W U_
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s2 I I I I ONE STORY: X = 12" WITH 2)#4
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I I o THREE-STORY: X = 20" WITH (3) #5
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FRAMING NOTES AND LEGEND
TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. w
STUD MATERIAL: 2x No.2 SPF, UNO. a w
of
HEADERS: a
ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z
UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X L_ g
3.5")COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO
MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE Z p
THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. a o
HEADER NOTATION IS: w
W
4 Cl)
N M
U BERF
O PLIES INH HEADER
ER
NUMBER OF KING STUDS
(2),2x6,2:1 v
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N
NUMBER OF CRIPPLE STUDS W o
SIZE OF DIMENSIONAL LUMBER z o
0
SHEAR WALLS: T
ALL WALLS ACT AS LATERAL FOR w z
CE RESISTING
ELEMENTS BASED
O
N 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,
ARE NOTED ON THE PLAN.
S SHEARWALL LOCATION
V V SEE DETAILS FOR FASTENERS
PORCH/GLULAM BEAM I,j.J
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MLJJ �
(n N
Z N
INTERIOR BEARING WALLc W W
B B B B B O � �
'' 1-STORY THREADED ROD = W U) Q
O H m
(2)2X12 (2)2X12 (2)2X12 (2)2X12 2-STORY THREADED ROD �
U rJ
(n W r. 1=
INDICATES GLAZING CLASSIFIED AS END ZONE. O "-J M Q
EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF m --j H
STRUCTURE WILL BE CLASSIFIED AS INTERIOR Q
(2)2X12
(2)2X12 ZONE.SEE"COMPONENT AND CLADDING DESIGN
PRESSURES,"ON COVER SHEET.
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2 1 2
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7
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2 S7 37
WITH LTT20B. USE 10d NAILS IN ALL HOLES.
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CONVENTIONAL FRAMING NOTES
FRAMING NOTES AND LEGEND m
TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP,UNO. 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. o
STUD MATERIAL: 2x No.2 SPF, UNO.
0
T
HEADERS: 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS.
ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z
UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" x 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS OR LEGEND BELOW.
3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO EZp
j MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z' v
THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE-NAILS. a o
Uj
HEADER NOTATION IS: 5. FASTEN ROOF RAFTERS TO WOOD-FRAMED BEARING WALLS WITH A o
co
NUMBER OF PLIES IN HEADER SIMPSON H2,5A WITH ALL HOLES FILLED WITH 8d NAILS.
NUMBER OF KING STUDS
(2) 2X6 2:1 6. FASTEN RAFTERS TO BASE PLATE OF CMU WALLS WITH H3, ALL HOLES
,—} J } FILLED WITH 8d NAILS.
04
NUMBER OF CRIPPLE STUDS W 0
L— SIZE OF DIMENSIONAL LUMBER 7. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS Z o
SHEAR WALLS: INTO THE RAFTER AND (5) 8d NAILS INTO THE SLEEPER. o
>III
ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE 8• FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. Z
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, 9. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH
ARE NOTED ON THE PLAN. (12) 8dX1-1/2" NAILS.
SW 4 SHEARWALL LOCATION 10. FASTEN RIDGENALLEY BEAM TO WALL WITH (1) MSTA24 ALL HOLES FILLED
SEE DETAILS FOR FASTENERS WITH 10d NAILS..
PORCH/GLULAM BEAM 11. COLLAR TIES AS SHOWN. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM W C,,
OF COLLAR TIES CREATE CEILING PLANES. SEE ARCHITECTURAL PLANSz "'
N
FOR CEILING HEIGHTS. N
M
INTERIOR BEARING WALL W W J
O p W
1-STORY THREADED ROD = W Q
DOUBLE 2X12 CEILING JOIST FOR RIDGE = w
_ O CY W
'III1IitIItI,
-------------- •
2-STORY THREADED ROD
BTOEARMASFTUEPRPSOWRTIT, HUN(1O
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INDICATES GLAZING CLASSIFIED AS END ZONE. WHERE DOUBLE CEILING JOSITS EXIST FOR
------ ALL OTHER GLAZING LOCATED ON EXTERIOR OF RIDGE SUPPORT, USE (2) 2X8 ROOF RAFTER.
STRUCTURE WILL BE CLASSIFIED AS INTERIOR
ROOF FRAMING AS SHOWN BELOW, ZONE.SEE"COMPONENT AND CLADDING DESIGN
UNLESS NOTED OTHERWISE: PRESSURES,"oN COVER SHEET. 2X6 ROOF RAFTER AT 16" O.C., UNLESS
----- NOTED OTHERWISE.
2X6 ROOF RAFTERS AT 16"O.C.r —
QQ
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• 2X6 CEILING JOISTS AT 16 O.C.
----- - 2X10 RIDGE BEAM, UNLESS NOTED
- • 2X10 HIP RIDGE BEAMS
---- -- r , , , , ,
2X10 COMMON RIDGE BEAMS. OTHERWISE.
--
iI 1 I I I I I I I I t I I I I I I I I 1 1
i t I t t t t t t t t t 1 l t t t i t • 2X6 LEDGERS
I I I I 1 I I I I 1 1 I I I l I I 1 1 I I
-- SEE CONVENTIONAL FRAMING NOTES --------------- 2X6 CEILING JOIST AT 16° O.C., UNLESS
AL
- --------- ___ _ FOR FASTENING SPECIFICATIONS.
-------- (2)2x61:1 (2)2x61:1 (2)2x61:1 NOTED OTHERWISE.
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- ----------------- __ _ ------------------ 2X6 COLLAR TIE AT 16" O.C. UNLESS NOTED N
�c� a� � �
- ----------------- S7 OTHERWISE. >_ Y
-------- N
--- - ---- - 3 C7 a0i C9 a C7 ui c
------- - ------ 2x6 LEDGER, FASTENED TO WALL STUDS o " `CI_
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-------------
INTERSECTION OF LEDGER AND STUDS.
(2)2X6 1:1 4 �
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_ _________________ o (2) 2x4 SYP COLUMN FOR RIDGENALLEY BEAM SUPPORT, FASTENED
- ----------------- `.
TOGETHER WITH (1) ROW OF 8d NAILS AT 12" O.C. FASTEN RAFTER TO —� W
COLUMN WITH 18 GA STRAP WITH (9) 8d NAILS IN RAFTER, (9) 8d NAILS IN W
t i o 0 0 o COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP W Z
t
2:1 2)2X61:1 ( WITH (9) 8d NAILS IN COLUMN, (9) 8d NAILS IN TOP PLATE/HEADER. W
4 5 (2)2X6 1:1 1 'J
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CONVENTIONAL FRAMING NOTES
in 0
1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. W
T
9
Q Wy
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2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. A
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3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS OR LEGEND BELOW.
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o aCe
O
5. FASTEN ROOF RAFTERS TO WOOD-FRAMED BEARING WALLS WITH AW
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6. FASTEN RAFTERS TO BASE PLATE OF CMU WALLS WITH H3, ALL HOLES
FILLED WITH 8d NAILS. d)
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7. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS
INTO THE RAFTER AND (5) 8d NAILS INTO THE SLEEPER. o
8. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS.
9. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH
(12) 8dX1-1/2" NAILS.
10. FASTEN RIDGE/VALLEY BEAM TO WALL WITH 1 MSTA24 ALL HOLES FILLED
WITH 10d NAILS..
11. COLLAR TIES AS SHOWN. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM W
OF COLLAR TIES CREATE CEILING PLANES. SEE ARCHITECTURAL PLANS O co
FOR CEILING HEIGHTS. W Z M
W
W J
O _
DOUBLE 2X12 CEILING JOIST FOR RIDGE = W U) w
BEAM SUPPORT, UNO. FASTEN DOUBLE 2X12 00
00
TO RAFTERS WITH (10) 10d NAILS. 00
WHERE DOUBLE CEILING JOSITS EXIST FOR
RIDGE SUPPORT, USE (2) 2X8 ROOF RAFTER. m J
ROOF FRAMING AS SHOWN BELOW,
"
UNLESS NOTED OTHERWISE: 2X6 ROOF RAFTER AT 16 O.C., UNLESS
2X6 ROOF RAFTERS AT 16"O.C. NOTED OTHERWISE.
• 2X6 CEILING JOISTS AT 16"O.C.
2X10 111P RIDGE BEAMS 2X10 RIDGE BEAM, UNLESS NOTED
• 2X10 COMMON RIDGE BEAMS. OTHERWISE.
• 2X8 SLEEPERS
I
• 2X6 LEDGERS
——— 2X6 CEILING JOIST AT 16" O.C., UNLESS I
—_ _ _ SEE CONVENTIONAL FRAMING NOTES
________________ NOTED OTHERWISE.
FOR FASTENING SPECIFICATIONS.
-- - ----------- ----- (2) 2X6 CEILING BEAM N
N
'
-- -------------------
-
----------- -----
--- ---L---'1
------------- ----- -------^ ----_— ------_ ------^— ---
SE ARC I ECTURAL a II
-------------
2X6 COLLAR TIE AT 16" O.C. UNLESS NOTED
------ -------- ----------------------------
-------------
PLANS
F R VAULT PITCH. ii
ii -------------
OTHERWISE.
---- ------- II ..: -
------ ---- ----------------------------
___ _____________ _-- (2) 2x4 SYP COLUMN FOR RIDGENALLEY BEAM SUPPORT, FASTENED
- ---------- --------------------------------------- -
A TOGETHER WITH (1) ROW OF 8d NAILS AT 12" O.G. FASTEN RAFTER TO —�
------ ��--- - -------�I ----- -- --- -------------------------------------------- • COLUMN WITH 18 GA STRAP WITH (9) 8d NAILS IN RAFTER, (9) 8d NAILS IN W z
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---- -
----------
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----- I I I I 1 1 t
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II ---- ---- — I I ' ' 1 ' " ' i — VERIFY OR PLACE DOUBLE STUD GROUP UNDER
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----- ------------ --------------------- I I I 1 IIf---------- I I 1 I )
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I 1 I
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---- 1 I I m
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Sheet No.
5 1/4.= 1'-0"
S5
5 OF 7
This document,together with the concepts and designs presented herein is intended only for the spedflc purpose and client for which it was prepared. Reuse of and improper reliance on this document wlthout written authorization by Alexander Grace Consulting,Inc.,shag be without liability to Alexander Grays Consulting,Inc.
I
P
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CONVENTIONAL FRAMING NOTES
1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. W
2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. z
z
3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS OR LEGEND BELOW.
E o
0
4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE-NAILS. o o
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5. FASTEN ROOF RAFTERS TO WOOD-FRAMED BEARING WALLS WITH A W� W�
o
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SIMPSON H2.5A WITH ALL HOLES FILLED WITH 8d NAILS.
i
6. FASTEN RAFTERS TO BASE PLATE OF CMU WALLS WITH H3, ALL HOLES Cn
FILLED WITH 8d NAILS.
W o
7. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS z o
INTO THE RAFTER AND (5) 8d NAILS INTO THE SLEEPER. 0
W z°
8. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS.
9. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH
(12) 8dX1-1/2" NAILS.
10. FASTEN RIDGENALLEY BEAM TO WALL WITH (1) MSTA24 ALL HOLES FILLED
WITH 10d NAILS..
11. COLLAR TIES AS SHOWN. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM Uj ce
OF COLLAR TIES CREATE CEILING PLANES. SEE ARCHITECTURAL PLANS U M
04
FOR CEILING HEIGHTS. W Z
N
W F- _j
F\______________________________ 0 _
i' CO
DOUBLE 2X12 CEILING JOIST FOR RIDGE W0 11 w
\ BEAM SUPPORT, UNO. FASTEN DOUBLE 2X12 (0m
TO RAFTERS WITH (10) 10d NAILS. x00
W M
WHERE DOUBLE CEILING JOSITS EXIST FOR m J J
' RIDGE SUPPORT, USE (2) 2X8 ROOF RAFTER. Q
ROOF FRAMING AS SHOWN BELOW,
UNLESS NOTED OTHERWISE: 2X6 ROOF RAFTER AT 16" O.C., UNLESS
• 2X6 ROOF RAFTERS AT 16"O.C. NOTED OTHERWISE.
I . 2X6 CEILING JOISTS AT 16"O.C.
• 2X10 HIP RIDGE BEAMS 2X10 RIDGE BEAM, UNLESS NOTED
• 2X10 COMMON RIDGE BEAMS.
OTHERWISE.
I
• 2x8,4LEEPERS
- ___ - --- --- --- --- --- --- --- -- -- --- ---- - — ; • 2X6 LEDGERS
--- --- -- --- -
--------------- 2X6 CEILING JOIST AT 16" O.C., UNLESS
SEE CONVENTIONAL FRAMING NOTES NOTED OTHERWISE.
I I 1 i i I I I
r FOR FASTENING SPECIFICATIONS.
1 i I I I I I co
111 I
I I
-_
11 1 i
- '
rRl LAR TIE AT 16" O.C. UNLESS NOTED .� N
----- OTHERWISE. a C7 0 N
0------------
(2) 2x4 SYP COLUMN FOR RIDGENALLEY BEAM SUPPORT, FASTENED
III
TOGETHER WITH (1) ROW OF 8d NAILS AT 12" O.C. FASTEN RAFTER TO
I , § COLUMN WITH 18 GA STRAP WITH 9) 8d NAILS IN RAFTER, (9) 8d NAILS IN 1
bftVMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP LL
WITH (9)8d NAILS IN COLUMN, (9) 8d NAILS IN TOP PLATE/HEADER. O
r-------- -- ----------------------------------------------
1 O
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MINI III
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ECOND LEVEL ROOF PLAN
1/4"= V-0" Sheet No.
S6
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6 OF 7
Q C7
CL 3
SPH WITH (10)8d AT 24"O.C. IN Q
HEADER, MINIMUM(2)PER
7/16"OSB ROOF DECK FASTENED TO HEADER m
FRAMING WITH 8d RING SHANKS AT 6"O.C.
EDGE OF ALL THREAD WASHER c w
ON EDGE AND 12"O.C. IN FIELD. 7/16"OSB ROOF DECK FASTENED TO MUST BE WITHIN 3"OF THE HEADER 4 W
FRAMING WITH 8d RING SHANKS AT 6"O.C. KING STUD,TYP BOTH SIDES OF o cr_
TRUSS TO TOP PLATE CONNECTION:H2.5A ON EDGE AND 12"O.C. IN FIELD. 7/16"OSB ROOF DECK FASTENED TO OPENING.
WITH(10)8d NAILS FOR UPLIFTS LESS
FRAMING WITH 8d RING SHANKS AT 6"O.C. N0.2 SYP HEADER,TYP. SEE
THAN 600 LBS.(2)H2.5A WITH(10)8d NAILS
EACH FOR UPLIFTS LESS THAN 1200 LBS. ON EDGE AND 12"O.C. IN FIELD. PLANS FOR SIZE,PLIES,AND z '
TRUSS TO TOP PLATE CONNECTION:H2.5A
NUMBER OF KINGS AND CRIPPLES. U W
WITH (10)8d NAILS FOR UPLIFTS LESS TRUSS TO TOP PLATE CONNECTION:H2.5A CRIPPLES TO HEADER WITH E z O
(2)2x6 N0.2 SYR TOP PLATE FASTENED THAN 600 LBS. (2)H2.5A WITH (10)8d NAIL WITH(10)8d NAILS FOR UPLIFTS LESS N0.2 SYP HEADER,TYP. SEE MSTA18 WITH(6)10d IN HEADER, Z O
WITH(2)ROWS 10d AT 16"O.C. EACH FOR UPLIFTS LESS THAN 1200 LBS. THAN 600 LBS.(2)H2.5A WITH (10)8d NAILS PLANS FOR SIZE, PLIES,AND (8)10d IN CRIPPLE a o
STAGGERED. MINIMUM 24"LAP WITH(12)
10d IN LAP. EACH FOR UPLIFTS LESS THAN 1200 LBS. NUMBER OF KINGS AND CRIPPLES. of
(2)2x6 NO. SYP TOP PLATE FASTENED
WITH 2 ROWS 10d AT 16"O.C. (2)2x4 NO.2 SYP TOP PLATE FASTENED w �
WITH (2)ROWS 10d AT 16"O.C. c
FASTEN 7/16"OSB W/8d @ 6"O.C.ON STAGGERED. MINIMUM 24"LAP WITH(12) STAGGERED. MINIMUM 24"LAP WITH(12)
10d IN LAP. KING STUDS&CRIPPLES:(6)16d
EDGES, 12"O.C.IN FIELD. 10d IN LAP. KING STUDS&CRIPPLES: (6)16d BETWEEN ADJACENT KING STUDS
1/2"ALL THREAD CONNECTORS.SEE
�- 2x6 SPF STUDS AT 16"O.C. ALL-THREAD NOTES FOR INSTALLATION FASTEN STUD TO TOP PLATE WITH BETWEEN ADJACENT KING STUDS AND CRIPPLES.
SPECIFICATIONS,SPACING AND SIMPSON SPH AT 32"O.C. AND CRIPPLES. 04
N
f:
2X6 No.2 SYP BOTTOM PLATE FASTENED TO EMBEDMENT.
F.. o
2X4 No.2 SYP BAND BOARD WITH 10d NAILS a
FASTEN 7/16"OSB W/8d @ 6"O.C.ON FASTEN 7/16"OSB W/8d @ 6"O.C.ON PLACE 1/2"ANCHOR BOLTS PER 0 I
AT 3"O.C.ON EDGE, 12"O.C. IN FIELD. EDGES, 12"O.C. IN FIELD. EDGES, 12"O.C. IN FIELD. THE TYPICAL WALL SECTION. ALL CRIPPLES TO BEAM BELOW65
PLYWOOD FLOOR DECKING FASTENED
WITH MSTA30 WITH(16)8d W
3/4 PL L i
1
4 SPF STUDS AT 16"O.C.
TO TRUSSES WITH 8d NAILS AT 6 O.C.ON 2x6 SPF STUDS AT 16 O.C. 2x
EDGE, 12"O.C. IN FIELD. 2x4 NO.2 SYP PT BOTTOM PLATE.FASTEN
TO BEAM BELOW WITH 16d NAILS AT 6"O.C.
2x6 NO.2 SYP PT BOTTOM PLATE.APPLY
1/2"ANCHOR BOLTS AT 6'O.C.WITH 6"MIN
FLOOR TRUSS SYSTEM BY OTHERS. -- EMBEDMENT AT EACH SIDE OF BOTTOM 314"PLYWOOD FLOOR DECKING FASTENED P° a D e °
�� °- PLATE SPLICES. TO TRUSSES WITH 8d NAILS AT 6"O.C.ON C D BEAM BELOW.SEE PLAN AND
I)11= EDGE, 12"O.C. IN FIELD. a a D a .° TRUSS PLACEMENT PLAN FOR
° II-III=III
SIZE AND PLIES.
- FLOOR TRUSSES BY OTHERS.
(2)2x6 N0.2 SYP TOP PLATE FASTENED I I-I I I I=�I I SEE FOUNDATION PLAN FOR FOOTING TYPICAL HEADER FRAMING DETAIL TYPICAL HEADER DETAIL - ON BEAM w
WITH (2)ROWS 10d AT 16"O.C. -III-I I = _ = I I-III SECOND FLOOR TO BEAM: MSTA24 AT 32"
I I1=1 I I=1 I I=)11=l I I=11' SPECIFICATIONS. O.C.WITH (26) 10d NAILS. SUPPORT BEAM 45 1/2"= V-0" V N
STAGGERED. MINIMUM 24"LAP WITH(12) -' 1=1 11- .I I t= ' 1/2"= l-V' Z CV
10d IN LAP. AS SHOWN ON FRAMING PLANS. Lij
1/2"ALL THREAD CONNECTORS.SEE WALL SECTION O N LVL BEAM NOTES cc
W W J
G C, W LL
ALL-THREAD NOTES FOR INSTALLATION TYPICAL WALL SECTION 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING,NO - x z
SPECIFICATIONS,SPACING AND 2 "_ 1-0" 1/2"= V-0" ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADERW
,CRIPPLES,KINGS OR TOP = W Q
1/4
PLATE.
W
(D
EMBEDMENT. 2
O � I- m
to
FASTEN 7/16"OSB W/8d @ 6"O.C.ON EDGE OF ALL THREAD WASHER MUST U 00 U
rBE WITHIN 3"OF THE HEADER KING
EDGES, 12"O.C.IN FIELD. O .w M Z
NOTE A:WHERE SECOND FLOOR WALL FRAMING HAS A CONTINUOUS
STUD,TYP BOTH SIDES OF OPENING.
HEADER,FASTEN CRIPPLE STUDS CONTINUOUSLY THROUGH FLOOR FASTEN ROOF RAFTERS TO WALL TOP PLATE TO GARAGE HEADER H.
SYSTEM USING MSTC66 STRAP AT EACH CRIPPLE,EXTENDING 12"INTO WITH H2.5A,ALL HOLES FILLED WITH U CONNECTION:SIMPSON SPH AT 24" Q
2x6 SPF STUDS AT 16"O.C. FIRST AND SECOND LEVEL CRIPPLES, MIN.USE 10d NAILS IN ALL HOLES. 10d NAILS. O.C.WITH (12)10dX1-1/2"COMMONS.
TOP PLATE TO KING STUD
(2)2x NO.2 SYP TOP PLATE FASTENED CONNECTION:(2)SIMPSON SPH WITH
2x6 NO.2 SYP PT BOTTOM PLATE.APPLY WITH (2)ROWS 10d AT 16"O.C. (12)10dX1-1/2"COMMONS AT EACH
1/2"ANCHOR BOLTS AT EACH SIDE OF STAGGERED.MINIMUM 24"LAP WITHEND OF HEADER.
BOTTOM PLATE SPLICES. (12)10d IN LAP.FASTEN TOP PLATE TO
° III I I
HEADE
NAILSWITH SPH AT IN ALL HOLES."O WITH GARAGE DOOR HEADER.SEE
I III=III= 10dFRAMING PLANS FOR SIZE AND PLIES.
TF
HEADER CONTINUOUS OVER `
-III =III=)I SEE FOUNDATION PLAN FOR FOOTING / MULTIPLE SUPPORTS.SEE PLAN FOR M
=
F9 11 I=III=I I I I' SPECIFICATIONS. HEADER SIZE AND PLIES. FASTEN FASTEN ADJACENT STUDS W/(2) '� �
_ _
o
ol HEADER TO CRIPPLES WITH MSTA18, " �' '' v
j j ALL HOLES FILLED WITH 10d NAILS. ROWS 10d COMMON NAILS @ 8 O.C., c Je
r STAGGERED.FASTEN 7/16"OSB TO ` 00 N
3C9 �C�7 Qt37 c30
ilo lo FASTEN WALL SHEATHING TO SHADED EXTERIOR OF RETURNS&ABOVE 0 v Q o
1
TYPICAL TWO-STORY SECTION MEMBERS WITH 8d COMMON NAILS AT DOOR W/8d @ 3"O.C.ON EDGE, 12"
3"O.C. O.C.IN FIELD.
1/2"= 1'4'
oo
lo ol 4' GARAGE`HEAQER
(IFASTEN ALL CRIPPLES TO BOTOTM lo
CRIPPLES. (9)10d NABS;(5)1!4'7Q�"tt4•`
► TAPCONS INTO STEMWALUMONO.
S W lo olPLATE WITH SPH U)SEE TABLE BELOW FOR SHEAR 11 ol
1/2"ANCHOR BOLTS AT 48"O.C.PLACE GARAGE SLAB
WALL HOLD DOWNS.SHEAR BOLTS MAX 12"FROM CORNERS,ENDS
WALL ANCHORS TO BE WITHIN AND SPLICES. FINISH GRADE
3"OF DOUBLE STUD GROUP.
3"x3"
SQ WASHER AT TOP OF WHERE THERE ARE FIRST FLOOR WALLS
THREADED ROD HOLD DOWN. a ° BELOW INSTEAD OF A FOOTING, FASTEN a o.. >° D
CRIPPLE STUDS TO STUDS BELOW WITH ° a _ o a III-III= W
MSTA36. D ,III-III=1 III=1 I I=1 I s I I I S I-I�I
° III-I I Ii 111-111-III I I I-i I I- 0
7/16"OSB FASTENED TO a a ° a ° _ I I -.)I i= III-III=I
FRAMING W/8d AS SHOWN IN ° a ° III III ,I I II II�ITII I II I�I I I=III- I I i, I I, iI I II 111111111111 I I l II I II I EIIII I IIFII
THE TABLE BELOW
HEADER KING STUDS ARE TYPICAL GARAGE OPENING DETAIL
ACCPETABLE AS SHEAR WALL R F RAM I N C g CAL
1/z"
END STUDS 7 CONTINUOUS HEADE = 1'-0"
• THREE OPENINGS SHOWN ABOVE,MAY APPLY TO TWO OPENINGS OR MORE.
INSTALL DOUBLE STUD GROUP AL
AT EACH END OF SHEAR WALL.
FOR DOUBLE SHEAR WALLS,
USE(4)STUDS. NO.2 SYP DOUBLE TOP PLATE
BOTH WALL HEIGHTS(TYP). c n
1/2 ANCHOR BOLTS AT 24"O.C. 7/16"OSB FASTENED TO FRAMING W/8d AT 3"
c w¢
BETWEEN SHEAR WALL ENDS. /' O.C.ON EDGE,6"O.C.IN FIELD. a M
EMBED 8"MINIMUM AND USE 3"
p p SQUARE WASHERS.
D
BLOCK SHEETING EDGES ` U
D ° x WITHIN 4"OF GABLE END. IM
°pD 2x4 SYP OUTRIGGER AT 24"O.C.CLIP TO INSTALL BLOCKING BETWEEN a
FIRST TWO STUDS OF HIGHER
BALLOON FRAMED TOP PALTE W/SIMPSON N
PLATE.FASTEN OSB TO
H2.5 W/(8)8d COMMONS.
BLOCKINGS W/8d COMMON NAILS
@3"O.C. y 2 m
BLOCK BETWEEN OUTRIGGERS. Q m
SHEARWALL SCHEDULE
2x4 No.2 SYP X-BRACE AT MID SPAN OF GABLE - (2)SPH WITH(8) M v
SHEARWALL EDGE SPACING SHEARWALL ANCHOR SIZE END BALLOON FRAMING AND AT 48"O.C., 10d COMMON NAILS. N `� ° N
AND EMBED EXTENDING BACK 8'FROM BALLOON END.
DESIGNATION 8d NAILS ANCHOR
DEPTH ATTACH TO END AND VERTICAL KICKER 2x4 LATERAL AND DIAGONAL TRUSS
BRACES W/(3)16d. WHERE VERTICAL KICKERS SEE TYPICAL WALL SECTION FOR BRACING AT 24"O.C.. FASTEN EACH
SW 3"O.C. 1/2"ROD 1/2", 12"DEEP THE REST OF THE FRAMING END WITH (3) 10d TOE-NAILS.
DONT SPECIFICATIONS. /�
EXIST,APPLY 2X4 No.2 SYP VERTICALS ` �
WITH(3)16d COMMONS AT EACH \�M� V
SW2 2"O.C. HDU8-SDS2.5 7/8", 12" `'A
(2)SW 3"O.C. (2)HDU8-SDS2.5 (2)7/8", 12" INTERSECTION OF PROPOSED VERTICAL AND
EXISTING RAFTERSMOISTS. CO• N G /.-
(2)SW2 ' 2"O.C. (2)HDU 11-SDS2.5 (2)7/8", 12" ` � •, ''
' 2z
NOTES 'I 0o7�. ° 5 28
1."(2)"DESIGNATION IN THE TABLE REFERS TO BOTH FACES OF WALL BEING SHEATHED. Do FASTEN LATERAL BRACE TO GABLE BALLOON
�� N EXTERIOR WALLS IF FRAMING WITH (2)SIMPSON H2.5 WITH(8)8d. FLOOR TRUSS SYSTEM BY OTHERS. •• •'0 w.
2.5/16 HAROI-PANEL IS ONLY PERMITTED IN LIEU OF THE 7/16 OSB O E ,
SHOWN ON THE FRAMING PLAN. ° 22x4
3.OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE 16d T SYP LATERAL BRACE A 48".APPLY(2)
°
FRAMING PLAN. SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW EI THROUGH DIAGONAL BRACE INTO EACH Sheet No.
D° �� a
CLING JOIST. D a ° °D SEE WALL SECTION FOR DETAILS.
CEI
OPENINGS.
e D
4.SHEARWALL SECTIONS ARE NAILED AT 6"O.C. IN FIELD WITH 8d COMMON NAILS.SEE (� GABLE BRACING DETAIL.
TABLE FOR EDGE SPACING. v 1/2"= V-0" S7
E HEIGHT CHANGE � � TRUSS BRACING AT WALL
SHEAR WALL ASSEMBLY DETAIL � � PLAT 3/4 1-0
1/2"= 11,-011
7 OF
This document,together with the concepts and designs presented herein is intended only for the spedk purpose and diets for which It was prepared. Reuse of and improper reliance on this document without written aulhptrstion by Alexander Grace Consulting,Inc.,shah be without ieWNly to Alexander Gram Consulting,Inc.
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