1878 BEACH AVE - STRUCTURAL EL
GENERALNOTES CONVENTIONAL FRAMING NOTES
1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. 1
EDITION,ACI,NDS,APA AND ASCE7-10. S1.01
2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS.
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS.
L (2)2X6 2:1
1 CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH(4)16d TOE-NAILS.
COMMENCING CONSTRUCTION.
WITH (5)8d NAILS It ITO THE uj
0 _L�-2X`10 JOISTS AT 2
5. F4PNIIIIIIIIIIIIN ftkWFM TO MmmmommommummowRim
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR RAFTER AND(5)Ed NAILS INTO THE TOP PLATE. 160 D.C. E 2
THIS JOB ONLY. DETAILS SHALL 'GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED n Z 0
z 0 0
OTHERWISE ON THE PLANS. 6. 5) 8d NAILS INTO THE :ZAFTER (2)2X8 2:1 m p of
0 a. 0
A TO THE SLEEPER. R
5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE
W :3
OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH(4)16d NAILS. LL Co
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT z
DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH(12)WXI-1/2"NAILS. 2X1 0 BLOCKING 0
AT MIDSPAN.
ASSUMING 200OPSF SOIL CAPACITY.
9. FASTEN RIDGEIVALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLE( BEAM,
6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, (11)INTO STUD BELOW.
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL,
WATERPROOFING,MECHANICAL, PLUMBING OR ELECTRICAL WORK. 10. 2X6 No.2 SYO COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF
COLLAR TIES TO BE NO LOWER THAN W THE DISTANCE FROM THE TOP PLATE TO THE PEAK.
z
ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL �l
7. EXISTING STRUCTURES ARE SHOWN STRUCTURES, AND 11. Tn FYIqTlNr. FR�AMING WITH (4) 16d NAILS AT EACH 0)
EXISTINGINEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE 5; 6
'N OF SLEiftjFfj@?��� - I I I
ul Z
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERSECTION OF SUE (2)2X6 2:1
INTERFERENCES ANDIOR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION
DOCUMENTS AND/011 ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL 12. ftWOMPAOMMASTEN STUDS TO TOP AND BOTTOM PLATES WITH H3 WITH(4)Eld 14AILS IN
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER EACH MEMBER. FASTEN BOTTOM PLATE TO EXISTING FRAMING WITH H6 WITH (4) Eid I LAILS IN
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING BOTH MEMBERS. PLACE HIS AT 24" O.C. OR AT EACH INTERSECTION OF BOTTOM PLATE AND
CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE EXISTING OR CEILING FRAMING.
RESPONSIBILITY OF THE CONTRACTOR.
FRAMING NOTES ROOF RAFTER
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING RIDGE BEAM
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD
w
CONSTRUCTION. co
() 04
KNEE WALL Z w 04
2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. cf)
Z w z _j
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE SLEEPER 0 Lu LL
6j
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER >
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT.
ROOF FRAMED WITH:
(2)2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT,FASTENED (!) w 0 LU
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TOGETHER WITH(1)ROW OF Ed NAILS AT 12-O.C. FASTEN RAFTER TO z < im
TREATED. COLUMN WITH 18 GA STRAP WITH(9)8d NAILS IN RAFTER, (9)Ed NAILS IN 0 2X8 ROOF RAFTERS AT 16"D.C.
COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP 0 2X1 0 COMMON RIDGE BEAM. z
6. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 2X8SLEEPERS _j OD
WITH (9)8d NAILS IN COLUMN,(9)8d NAILS IN TOP PLATEIHEADER. I--
_j 00 F-
2X4 KNEE WALL 0-
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. 2X4 OUTLOOKERS AT 24!'O.C. U.1
EPDXY NOTES z
7. DIMENSION LUMBER 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER SEE CONVENTIONAL FRAMING NOTES 0
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OF EPDXY FOR FASTENING SPECIFICATIONS.
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGIt,EER.
7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH U)
SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF 2. MANUFACTURERS DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE 0
RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE:
LENGTH PER THE DETAILS. HILTI HYl 50, HILTI HSE2421,SIMPSON STRONG-TIE SET OR APPROVED EQUAL. f`�FIRST LEVEL FRAMING PLAN f`-_%SEC0ND LEVEL FRAMING PLAN f=�-_%R00F PLAN
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED
BELOW: IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS
AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN
8d=0.1 31"x 2-1/2" ACCORDANCE WITH APPLICABLE SAFETY LAWS.
10d=0.148"x3"
c�
12d=0.148"x3-1/4" 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000
9
16d=0.162"x3-1/2" PSI AND TENSILE STRENGTH OF 2,300 PSI.
7/113"OSB ROOF DECK FASTENED TO
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN .1/8- GREATER THAN THE FRAMING WITH 8d RING SHANKS AT&'O.C.
ON�EDGE AND 14"rOC.Ifif
AND/OR THE FOOTING DETAILS SHEET. DIAMETER QFTHE STEEL MEMBER BEING INSTALLED:- 4"p omew It
10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO
INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS
LAITANCE, DUST, DIRT,AND OIL. SEE CONVENTIONAL FRAMING NOTES FOR
LOAD TABLE FASTENERS. ui
6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE
ROOF: MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS T N FIVE (2)2x NO.2 SYP TOP PLATE FASTENED
LIVE LOAD: 20.0 PSF YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS
WITH (2)ROWS 10d AT 16-D.C. z
DEAD LOAD: 7.0 PSF PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE STAGGERED.MINIMUM 24'LAP WITH(12)
At w
TRAINING SHALL BE SUBMITTED TO THE ENGINEERARCHITECT ALONG WITH THE PROPOSAL TO 10d IN LAP.FASTEN TO STUD WITH SPH AT
CEILING: DO THE WORK. 32"D.C.
LIVE LOAD: 10.0 PSF
LIVE LOAD-STORAGE: 30.0 PSF FASTEN 7/16'OSB Wif 8d @ 6-O.C.ON z
DEAD LOAD: 5.0 PSF FRAMING NOTES AND LEGEND U)
EDGES, 12"O.C.IN FIELD. w <
OMPONENT AND CLADDING j
FLOOR: c TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP,UNO. 2x SPF STUDS AT 16"O.C.
LIVE LOAD: 40.0 PSF STUD MATERIAL: 2x No.2 SPF,UNO.
DEAD LOAD: 10.0 PSF DESIGN PRESSURES
DECK LIVE LOAD: 50.0 PSF
EFFECTIVE INTERIOR ZONES, HEADERS: 2x No.2 SYP BOTTOM PLATE FASTENED TO
WIND LOADS: AREA, SF END ZONES, PSF PSF ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, BAND BOARD WITH 10d NAILS AT 6aO.C.
WIND SPEED: 130 MPH - LINO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X
EXPOSURE: C 0-20 17.5 -22.9 17.5 -19.0 3.5")COMMON NAILS AT 12- ON CENTER. USE OSI3 SHIMS AS NECESSARY TO 3/4"PLYWOOD DECKING FASTENED TO
IMPORTANCE: 1.0 MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE FLOOR JOISTS WITH Eld NAILS AT 60 O.C.ON
BUILDING CATEGORY: 11 20-50 16.4 -20.5 16,4 -18.1 THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. EDGE, 12-D.C. IN FIELD.
ENCLOSED BUILDING: HEADER NOTATION IS:
INTERIOR PRESSURE 50-100 15.4 -195 15.4 -17.1 jQ1
COEFFICIENT: 0.18 NUMBER OF PLIES IN HEADER
ROOF PITCH: MATCH EXISTING -71��27007777F 14.8 -17.5 14.8 -16.4 NUMBER OF KING STUDS 1Z/ 2X10 FLOOR SYSTEM WITH 2XIO BAND SPH WITH(10)8d AT 24"O.C.IN to CWN
F_ BOARD.SEE PLAN FOR SIZE AND SPACING. S Me
I HEADER,MINIMUM(2)PER
(2),M,21 HEADER
zh! 0.0
men
NUMBER OF CRIPPLE STUDS
EXISTING(2)2x NO.2 SYP TOP PLATE 0 .2.2
SIZE OF DIMENSIONAL LUMBER FASTENED WITH(2)ROWS 10d AT 16"O.C.
STAGGERED. MINIMUM 24"LAP WITH(12)
SHEAR WALLS: 10d IN LAP. NO.2 SYP HEADER,TYP. SEE 0 El
ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE PLANS FOR SIZE, PLIES,AND'�
TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC NUMBER OF KINGS AND CRIPO' LES. 'or- J�) Lit
THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED m __5
FASTEN SECOND FLOOR STUDS TO FIRST CRIPPLES TO HEADER WITH ' 9 2 2
BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, FLOOR STUDS WITH MSTA36 AT 32"O.C. MSTAl 8 WITH(6)1 Od IN HE�ER, < 6) -
ARE NOTED ON THE PLAN. (8)10d IN CRIPPLE 2x SPF STUDS AT 16"O.C. LD -2
U) 0 v
VERIFY OR FASTEN 7/16"OSS W/8d @ 6- EXISTING 2x No.2 SYP BOTTOM PLATE cm c!
O.C.ON EDGES, 12-O.C. IN FIELD.
INDICATES GLAZING CLASSIFIED AS END ZONE.
ALL OTHER GLAZING LOCATED ON EXTERIOR OF 3/4*PLYWOOD DECKING FASTENED TO
T KING STUDS&CRIPPLES:(6)��Ucl
STRUCTURE WILL BE CLASSIFIED AS INTERIOR FLOOR JOISTS WITH 8d NAILS AT 6"
DS .........
ZONE.SEE"COMPONENT AND CLADDING DESIGN BETWEEN ADJACENT KING S D.C.ON EDGE, 12"O.C.IN FIELD.
VERIFY OR INSTALL 2x SPF STUDS AT 16" %,
PRESSURES,'ON COVER SHEET. D.C. AND CRIPPLES. 2X10 FLOOR SYSTEM WITH 2XIO 13AND
FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING BOARD.SEE PLAN FOR SIZE AND
SPACING.
WITH 1 Od NAILS AT 3"D.C. VERIFY OR INSTALL 2x NO.2 SYP PT f,1
BOTTOM PLATE.FASTEN BOTTOM PLATE 2X10 FLOOR SYSTEM WITH 2X10 BAND
ALL CRIPPLES TO BAND BELOW Qr
BOARD.SEE PLAN FOR SIZE AND n
TO SLAB WITH in ANCHOR BOLTS AND 2"SQ W,
WITH MSTA30 WITH(16)Eld
WASHER AT 48"O.C.,6"MINIMUM SPACING.
'PH
EMBEDMENT.FASTEN TO STUD WITH IS
�7_
AT 32"D.C.
I E)aSTING(2)2x NO.2 SYP TOP PLATE
MIN. Sheet No.
VERIFY EXISTING FOOTING IS 12"WIDE
VERIFY OR INSTALL 2x SPF STUDS AT
BEAM BELOW.SEE PLAN AN�, 16"O.C.
TRUSS PLACEMENT PLAN F R
SIZE AND PLIES.
S1 , 01
PICAL WALL SECTION TYPICAL HEADER DETAIL ON BEAM YPICAL WALL SECTION-
(D7NTR' 1/2"= V-9' &3-/
1 OF
-This ducurnant,ingather vAth tins conoapts and designs praWnlad herein is intended only for the specific puqxse and client forwhich kwas prepared. R��andhnpropermlianmmdiisdmm�wbo�wd�augwdzaflDnbyA[exmldorC�CmsuWg,im.,sW�wh�fiabift�AbxarA�G�CmwA&g,�.
GENERAL NOTES CONVENTIONAL FRAMING NOTES
0.
1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP.
EDITION,ACI,NDS,APA AND ASCE7-10. 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. S1.01
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE I
3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS.
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. w
(2)2X6 2:1 A a
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 4. FASTEN R06F RAFTERS TO RIDGE BEAMS WITH(4)16d TOE-NAILS.
COMMENCING CONSTRUCTION.
z
5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5)8d NAILS I JTO THE 2X10 JOISTS AT Lu
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR RAFTER AND(5)8d NAILS INTO THE TOP PLATE. 161,O.C.
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED E Z 0
0
z
OTHERWISE ON THE PLANS. 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER (2)2X8 2:1 ff w
AND(5)8d NAILS INTO THE SLEEPER. w 0 0
Fx
THE
5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN.
OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH(4)16d NAILS. w D
a W
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT z U)
DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH(12)8dXl-1120 NAILS. �-2XIOBLOCKING 0
ASSUMING 200OPSF SOIL CAPACITY. AT MIDSPAN.
9. FASTEN RIDGE/VALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 1 Od NAILS IN VALLEY BEAM,
6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, (11)INTO STUD BELOW. N
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL,
10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOI TOM OF
WATERPROOFING,MECHANICAL,PLUMBING OR ELECTRICAL WORK.
COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE P K.
ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL z
7. EXISTING STRUCTURES 0
EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) l6d NAILS Ar EACH 55
_j KXXX U�_�KXX-;m XXX21XX_K KX"KXX)21 6
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERSECTION OF SLEEPER AND EXISTING FRAMING. Z
INTERFERENCES AND/011 DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION (2)2X6 2:1
TOM PLATES WITH H3 WITH(4)8d NAILS IN
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL 12. KNEEWALL FRAMING: FASTEN STUDS TO TOP AND BOT
TEMPORARY BRACINGISHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER EACH MEMBER. FASTEN BOTTOM PLATE TO EXISTING FRAMING WITH H6 WITH (4) 8d 4AILS IN
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING BOTH MEMBERS. PLACE H6 AT 24" O.C. OR AT EACH INTERSECTION OF BOTTOM PUXE AND I
CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE EXISTING OR CEILING FRAMING.
RESPONSIBILITY OF THE CONTRACTOR.
ROOF RAFTER
FRAMING NOTES
i I !
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING RIDGE BEAM F_
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD L)
CONSTRUCTION. Lu
9 () 04
KNEE WALL (0
2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. Z LU 04
cf)
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE SLEEPER z uj z _j
0 C) w LL
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER >
C)
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. U)
(2)2x4 SYP COLUMN FOR RIDGEIVALLEY BEAM SUPPORT,FASTENED ROOF FRAMED WITH:
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE (D w U.1
TOGETHER WITH(1)ROW OF 8d NAILS AT 12"O.C. FASTEN RAFTER TO z < m
TREATED. COLUMN WITH 18 GA STRAP WITH(9)8d NAILS IN RAFTER,(9)8d NAILS IN 2X8 ROOF RAFTERS AT 160 O.C. w LU
COLUMN.FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP 2X10 COMMON RIDGE BEAM. 00 z
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. WITH(9)8d NAILS IN COLUMN,(9)8d NAILS IN TOP PLATEIHEADER. 2X8SLEEPERS _j 00
II-
2X4 KNEE WALL _j OD
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. 2X4 OUITLOOKERS AT 24"O.C. (L
EPDXY NOTES w
co z
7. DIMENSION LUMBER 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER SEE CONVENTIONAL FRAMING NOTES
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS
EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OF t EPDXY FOR FASTENING SPECIFICATIONS. 0
7.2. WHERE POSTS ARE CALLED OUT,HEADERS SHALL BEAR FULLY ON POSTS. GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENIGI?JEER.
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 2. MANIUFACTUFJER'S DATA-FOR' ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE
RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS AR E: co
LENGTH PER THE DETAILS. HILTI HY150,HILTI HSE2421,SIMPSON STRONG-TIE SET OR APPROVED EQUAL. f�%FIRST LEVEL FRAMING PLAN f*`_�ECOND LEVEL FRAMING PL'AN f��%ROQF PLAN
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED
BELOW: IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTUREITS SPECIFICATIONS
AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN
8d�0,131"x 2-1/2" ACCORDANCE WITH APPLICABLE SAFETY LAWS.
10d=0.148"x 3"
12d=0.148"x 3-1/4"
3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH :)F 8,000
16d=0.162"x 3-1/2"
PSI AND TENSILE STRENGTH OF 2,300 PSL 3: > 9
'0 26
'01�1� 7/16a OSB ROOF DECK FASTENED TO
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER.NO LARGER THAN 1/8- G FAA�TER N THF, ....... FRAMING WITH 8d RING SHANKS AT 6"O.C.
TER
O4'V;%A O.0
ETER OF THE-STEEL MEMBER BEING-INSTAcLEb. W*j�
AND/OR THE FOOTING DETAILS SHEET. DIAM IN FIELD.
ow"Aw-ill
ftedstw* W"a
RWISE.
S-NO-160THE
10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 syp U LES ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO
INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL E LICH AS
LAITANCE, DUST,DIRT,AND OIL. SEE CONVENTIONAL FRAMING NOTES FOR
.LOAD TABLE FASTENERS. w
6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE
ROOF: MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE (2)2x NO.2 SYP TOP PLATE FASTENED
LIVE LOAD: 20.0 PSF YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS WITH (2)ROWS 10d AT 16"O.C. z
DEAD LOAD: 7.0 PSF PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING rO THE STAGGERED. MINIMUM 2,V'LAP WITH(12)
TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO 10d IN LAP. FASTEN TO STUD WITH SPH AT w
CEILING: DO THE WORK. 32"O.C.
LIVE LOAD: 10.0 PSF U)
LIVE LOAD-STORAGE: 30.0 PSF FASTEN 7/16'OSB W/8d @ 6-O.C.ON z
DEAD LOAD: 5.0 PSF FRAMING NOTES AND LEGEND EDGES, 12-O.C.IN FIELD. <
w
FLOOR: COMPONENT AND CLADDING TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP,UNIO. j
LIVE LOAD: F STUD MATERIAL: 2x No.2 SPF,UNO. 2x SPF STUDS AT 16"O.C.
DEAD LOAD: 4100-.00 PsSF DESIGN PRESSURES 4
DECK LIVE LOAD: 50.0 PSF HEADERS:
ALL HEADERS ARE (2) 2x No.2 SYP BOTTOM PLATE FASTENED TO
EFFECTIVE END ZONES, PSF INTERIOR ZONES, 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE,
WIND LOADS: AREA, SF PSF LINO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148. X BAND BOARD WITH 10d NAILS AT W'O.C.
WIND SPEED: 130 MPH 3.5-) COMMON NAILS AT 12-ON CENTER. USE OSB SHIMS AS NECESSARY TO
EXPOSURE: C 0-20 17.5 -22.9 17.5 -19.0 MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE 3/4�'PLYWOOD DECKING FASTENED TO
IMPORTANCE: 1.0 FLOOR JOISTS WITH 8d NAILS AT 6"O.C.ON
BUILDING CATEGORY: it 20-50 16.4 -20.5 16.4 -18.1 THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. EDGE, 12'O.C.IN FIELD.
ENCLOSED BUILDING: HEADER NOTATION IS:
INTERIOR PRESSURE 50-100 15.4 -1 15.4 -17.1
COEFFICIENT: 018 1 1
ROOF PITCH: MATCH EXISTING 100-200 1 14.8 -17.5 1 14.8 -16.4 NUMBER OF PLIES IN HEADER
NUMBER OF KING STUDS 2XiQ FLOOR SYSTEM WITH 2XIO BAND
F_ SPH WITH(10)8d AT 24"O.C.I
BOARD.SEE PLAN FOR SIZE AND SPACING. HEADER,MINIMUM(2)PER S
(2),M,21 HEADER cb
EL
wall
EXISTING(2)2x NO.2 SYP TOP PLATE v v
NUMBER OF CRIPPLE STUDS c
SIZE OF DIMENSIONAL LUMBER is
FASTENED WITH(2)ROWS 10d AT 16'O.C.
STAGGERED. MINIMUM 24-LAP WITH(12)
SHEAR WALLS: 10d IN LAP. NO.2 SYP HEADER,TYP. SEj
ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE 0
TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC :9
NUMBER OF KI LES.
THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED
BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, FASTEN SECOND FLOOR STUDS TO FIRST
PLANS FOR Srd
FLOOR STUDS WITH MSTA36 AT 32"O.C. CRIPPLESITO H ER FH x Z m
ARE NOTED ON THE PLAN. MSTA18W TH(6�)Al DOd I NWrEAD R, 2
(8) 10d IN CRIPPLE 2x SPF STUDS AT 16"O.C. -2 -
VERIFY OR FASTEN 7/19'OSB W/8d @ 6- m 5 CR
EXISTING 2x No.2 SYP BOTTOM PLATE co (0 0c :�
INDICATES GLAZING CLASSIFIED AS END ZONE. O�C.ON EDGES, 12'O.C. IN FIELD. < 4 (0 .2 V4
0
0
ALL OTHER GLAZING LOCATED ON EXTERIOR OF 3/4"PLYWOOD DECKING FASTENED TO
STRUCTURE WILL BE CLASSIFIED AS INTERIOR KING STUDS&CRIPPLES:(6)�d FLOOR JOISTS WITH 8d NAILS AT 6"
ZONE.SEE"COMPONENT AND CLADDING DESIGN BETWEEN ADJACENT KING S-RJDS VYAY&�
O.C.ON EDGE, 12"O.C.IN FIELD. ENS
VERIFY OR INSTALL 2x SPF STUDS AT 16" AND CRIPPLES.
PRESSURES,-ON COVER SHEET.
O.C.
2X10 FLOOR SYSTEM WITH 2)(10 BAND
FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING BOARD.SEE PLAN FOR SIZE AND
WITH 10d NAILS AT 3"O.C. VERIFY OR INSTALL 2x NO.2 SYP PT SPACING. 3,
BOTTOM PLATE. FASTEN BOTTOM PLATE ALL CRIPPLES TO BAND BEL* 2XIO FLOOR SYSTEM WITH 2X10 BAND
TO SLAB WITHI"ANCHOR BOLTS AND Z'SQ WITH MSTA30 WITH(16)8d BOARD.SEE PLAN FOR SIZE AND
WASHER AT 48-O.C.,6-MINIMUM SPACING.
EMBEDMENT. FASTEN TO STUD WITH SPH
T17417 AT32"O.C. EXISTING(2)2x NO.2 SYP TOP PLATE
1.=F11=1 VERIFY EXISTING FOOTING IS 12'WIDE MI
Sheet No.
VERIFY OR INSTALL 2x SPF STUDS AT
BEAM BELOW.SEE PLAN AND' 16"O.C.
TRUSS PLACEMENT PLAN F06
SIZE AND PLIES. S1 , 01
OlzITYPICAL WALL SECTION- TYPICAL HEADER DETAIL - ON BEW PICAL WALL SECTION-
NTS 1/2"=T-O"
OF 1
This d,,,sreat,".mwwn the=cwhs and designs presented herein is Interaledonlyforthespecille puqxxse and crontforwhich kiwas prepared. Rease ofand Improper reliance an Oft docannentwithoutwdeanadivrizagon byAlemaslarGaxaconsadling.Im.sholbowm�BabW�AlexandwG�Const&M,inm
GENERAL NOTES CONVENTIONAL FRAMING NOTES
1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP.
EDITION,ACI,NDS,APA AND ASCE7-10. 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. S1.01
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE I
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. >
w
(2)2X6 2:1 A a
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 4. FASTEN R06F RAFTERS TO RIDGE BEAMS WITH(4)16d TOE-NAILS.
COMMENCING CONSTRUCTION. z
5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5)8d NAILS I JTO THE 2X10 JOISTS AT Lu
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR RAFTER AND(5)8d NAILS INTO THE TOP PLATE.
16-O.C.
E Z 0
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED
,IF z 0
OTHERWISE ON THE PLANS. 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER (2)2X8 2:1 - w
AND(5)8d NAILS INTO THE SLEEPER. 0 0
Fx
5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE a
W
OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH(4)16d NAILS. w D
LL a W
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT z U)
DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH(12)8dXl-1/2'N kILS. _�--2=BLOCKING 0
ASSUMING 200OPSF SOIL CAPACITY. AT MIDSPAN.
9. FASTEN RIDOEIVALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY BEAM,
6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, (11)INTO STUD BELOW.
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL,
WATERPROOFING,MECHANICAL,PLUMBING OR ELECTRICAL WORK. 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOI TOM OF
COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE P - K.
ONLY. VERIFY ALL z
7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY 0
EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) l6d NAILS Ar EACH FD
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERSECTION OF SLEEPER AND EXISTING FRAMING. Ul�KXX)21 o
INTERFERENCES AND/011 DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION (2)2X6 2:1 Z
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL 12. KNEEWALL FRAMING: FASTEN STUDS TO TOP AND BOTTOM PLATES WITH H3 WITH(4)8d NAILS IN
TEMPORARY BRACINGISHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER EACH MEMBER. FASTEN BOTTOM PLATE TO EXISTING FRAMING WITH H6 WITH (4) 8d 4AILS IN
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING BOTH MEMBERS. PLACE H6 AT 24" O.C. OR AT EACH INTERSECTION OF BOTTOM PUxE AND
CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE EXISTING OR CEILING FRAMING.
RESPONSIBILITY OF THE CONTRACTOR. cn
ROOF RAFTER
FRAMING NOTES 0
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING RIDGE BEAM
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION. uj
() 04
2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. KNEE WALL co
Z w Cj
co
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE SLEEPER Lu z _j
0 w LL
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER >
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. U)
(2)2x4 SYP COLUMN FOR RIDGEIVALLEY BEAM SUPPORT,FASTENED ROOF FRAMED WITH:
(D w
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TOGETHER WITH(1)ROW OF 8d NAILS AT 12"O.C. FASTEN RAFTER TO z < W
TREATED. COLUMN WITH 18 GA STRAP WITH(9)8d NAILS IN RAFTER,(9)8d NAILS IN 2X8 ROOF RAFTERS AT 160 O.C. w m
0 ca LU
COLUMN.FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP 2X10 COMMON RIDGE BEAM. z
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. WITH(9)8d NAILS IN COLUMN,(9)8d NAILS IN TOP PLATEIHEADER. 2XIISLEEPERS _j 00
2X4 KNEE WALL _j 00
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. (L
EPDXY NOTES 2X4 OUITLOOKERS AT 24"O.C. w
co z
7. DIMENSION LUMBER 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER SEE CONVENTIONAL FRAMING NOTES
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OF t EPDXY FOR FASTENING SPECIFICATIONS. 0
7.2. WHERE POSTS ARE CALLED OUT,HEADERS SHALL BEAR FULLY ON POSTS.
GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENIGI?JEER.
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
2. MANIUFACTUFJER'S DATA-FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE
RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS AR E: co
LENGTH PER THE DETAILS. HILTI HY150,HILTI HSE2421,SIMPSON STRONG-TIE SET OR APPROVED EQUAL. f�%FIRST LEVEL FRAMING PLAN f*`_�ECOND LEVEL FRAMING PL'AN f�%ROQF PLAN
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED
BELOW: IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTUREITS SPECIFICATIONS
AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN
8d�0,131"x 2-1/2" ACCORDANCE WITH APPLICABLE SAFETY LAWS.
10d=0.148"x 3"
12d=0.148"x 3-1/4"
3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH :)F 8,000
16d=0.1 62"x 3-1/2"
PSI AND TENSILE STRENGTH OF 2,300 PSL 3: > 9
'01�1� 7/16a OSI3 ROOF DECK FASTENED TO 2
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN FRAMING WITH 8d RING SHANKS AT 6"O.C.
4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER.NO LARGER THAN 1/8- GREA�TER N THE�,,
O4AfQ0EfiA"-O.C.IN FIELD.
AND/OR THE FOOTING DETAILS SHEET. DIAMETER OF THE-STEEL MEMBER BEING-INSTALitb.� Q ?
-Aw", � - I�zl I --1,"'r 4*1 1
HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO
10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNU5§S`NOTED OTHERWISE. I %"
INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL E LICH AS
LAITANCE, DUST,DIRT,AND OIL. SEE CONVENTIONAL FRAMING NOTES FOR
.LOAD TABLE FASTENERS. w
6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE
ROOF: MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THkN FIVE (2)2x NO.2 SYP TOP PLATE FASTENED
LIVE LOAD: 20.0 PSF YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS WITH (2)ROWS 10d AT 16"O.C. z
DEAD LOAD: 7.0 PSF PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING rO THE STAGGERED. MINIMUM 2,V'LAP WITH(12)
TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO 10d IN LAP. FASTEN TO STUD WITH SPH AT w
CEILING: DO THE WORK. 32"O.C.
LIVE LOAD: 10.0 PSF U)
LIVE LOAD-STORAGE: 30.0 PSF FASTEN 7/16'OSB W/8d @ 6-O.C.ON z
DEAD LOAD: 5.0 PSF FRAMING NOTES AND LEGEND EDGES, 12-O.C.IN FIELD.
FLOOR: COMPONENT AND CLADDING W
TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP,UNIO. j
LIVE LOAD: 40-0 PSF STUD MATERIAL: 2x No.2 SPF,UNO. 2x SPF STUDS AT 16"O.C.
DEAD LOAD: 10.0 PSF DESIGN PRESSURES
DECK LIVE LOAD: 50.0 PSF HEADERS:
EFFECTIVE INTERIOR ZONES, ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, 2x No.2 SYP BOTTOM PLATE FASTENED TO
WIND LOADS: AREA, SF END ZONES, PSF PSF UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148' X BAND BOARD WITH 10d NAILS AT 6"O.C.
WIND SPEED: 130 MPH 3.5-) COMMON NAILS AT 12-ON CENTER. USE OSB SHIMS AS NECESSARY TO
EXPOSURE: C 0-20 17.5 -22.9 17.5 -19.0 MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE 3/4�'PLYWOOD DECKING FASTENED TO
IMPORTANCE: 1.0 FLOOR JOISTS WITH 8d NAILS AT 6"O.C.ON
BUILDING CATEGORY: 11 20-50 16.4 -20.5 16.4 -18.1 THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. EDGE, 12'O.C.IN FIELD.
ENCLOSED BUILDING: HEADER NOTATION IS:
INTERIOR PRESSURE 50-100 15.4 -19.5 15.4 -17.1
COEFFICIENT: 0.18 1 NUMBER OF PLIES IN HEADER
MATCH EXISTING 100-200 14.8 -17.5 r
ROOF PITCH: NUMBER OF KING STUDS 2XiQ FLOOR SYSTEM WITH 2XIO BAND
SPH WITH(10)8d AT 24"O.C.I
BOARD.SEE PLAN FOR SIZE AND SPACING. HEADER,MINIMUM(2)PER S
(2),M,21 HEADER
a.
NUMBER OF CRIPPLE STUDS
EXISTING(2)2x NO.2 SYP TOP PLATE c
SIZE OF DIMENSIONAL LUMBER is
FASTENED WITH(2)ROWS 10d AT 16'O.C.
STAGGERED. MINIMUM 24-LAP WITH(12) ID
SHEAR WALLS: 10d IN LAP. NO.2 SYP HEADER,TYP. SEO
ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE PLANS FOR SIZE, PLIES,AND
TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC
NUMBER OF KINGS AND CRIPPLES. -0 of
THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED a -
FASTEN SECOND FLOOR STUDS TO FIRST
BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY,
CRIPPLES TO HEADER WITH x Z m
FLOOR STUDS WITH MSTA36 AT 32"O.C. .9? 2
ARE NOTED ON THE PLAN. MSTAI 8 WITH(6)1 Od IN HEADfR,
(8) 10d IN CRIPPLE 2x SPF STUDS AT 16"O.C. -2 -
VERIFY OR FASTEN 7/19'OSB W1 8d @ 6- m 5
O�C.ON EDGES, 12'O.C. IN FIELD. (0 0c
EXISTING 2x No.2 SYP BOTTOM PLATE C14 (0 .2
INDICATES GLAZING CLASSIFIED AS END ZONE.
0
ALL OTHER GLAZING LOCATED ON EXTERIOR OF 3/4"PLYWOOD DECKING FASTENED TO
STRUCTURE WILL BE CLASSIFIED AS INTERIOR KING STUDS&CRIPPLES:(6)�d FLOOR JOISTS WITH 8d NAILS AT 6"
ZONE.SEE"COMPONIENT AND CLADDING DESIGN BETWEEN ADJACENT KING S-MJDS
..........
PRESSURES,-ON COVER SHEET. VERIFY OR INSTALL 2x SPF STUDS AT 16" AND CRIPPLES. O.C.ON EDGE, 12"O.C.IN FIELD.
ENS
O.C. 2X10 FLOOR SYSTEM WITH 2)(10 BAND
FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING BOARD.SEE PLAN FOR SIZE AND 5
WITH 10d NAILS AT 3"O.C. SPACING.
VERIFY OR INSTALL 2x NO.2 SYP PT
BOTTOM PLATE. FASTEN BOTTOM PLATE
2XIO FLOOR SYSTEM WITH 2X10 BAND 4 ,
TO SLAB WITH '"ANCHOR BOLTS AND Z'SQ ALL CRIPPLES TO BAND BELC� BOARD.SEE PLAN FOR SIZE AND . Q
2 WITH MSTA30 WITH(16)8d R IN
WASHER AT 48 O.C.,6-MINIMUM SPACING.
EMBEDMENT. FASTEN TO STUD WITH SPH
EXISTING(2)2x NO.2 SYP TOP PLATE
4 AT32"O.C.
VERIFY EXISTING FOOTING IS 12P WIDE MI Sheet No.
N.
=!i =_ VERIFY OR INSTALL 2x SPF STUDS AT
BEAM BELOW.SEE PLAN ANJ 16"O.C.
TRUSS PLACEMENT PLAN FO
SIZE AND PLIES. S1 , 01
OlzITYPICAL WALL SECTION- TYPICAL HEADER DETAIL - ON BEW PICAL WALL SECTION-
NTS 1/2"=l'-O'
OF 1
ff This dcmeat togemerwith the=capas and deskjm presented herein is Intandedonlyforthespeeffic puqxxse and crontharwhich kiwas prepared. Rease ofand Improper rellancs an this d=ment without wdean mahorizagon by AlemaxlerGraceConsulling.Im.shON bewwma�Bawty to Alexander Grace Consultin,inm
GENERAL NOTES CONVENTIONAL FRAMING NOTES
0.
1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP.
EDITION,ACI,NDS,APA AND ASCE7-10. 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS.
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE I
ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS.
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 3. w
F w
(2)2X6 2:1 A a
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 4. FASTEN R06F RAFTERS TO RIDGE BEAMS WITH(4)16d TOE-NAILS. L
COMMENCING CONSTRUCTION. I
z
5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5)8d NAILS I JTO THE 2X10 JOISTS AT Lu
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR RAFTER AND(5)8d NAILS INTO THE TOP PLATE. 2
16-O.C. 2
E
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED Z 0
z 0
OTHERWISE ON THE PLANS. 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER (2)2X8 2:1
AND(5)8d NAILS INTO THE SLEEPER.
0 0
Fx
5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE a
OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH(4)16d NAILS. LL w D
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT z a
8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH(12)8dXl-112'N kILS. �-2XIOBLOCKING 0 U)
i - I I I.LF-
DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED 1 2 1 4)
ASSUMING 200OPSF SOIL CAPACITY. AT MIDSPAN. _j
9. FASTEN RIDGE/VALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY BEAM,
6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, (11)INTO STUD BELOW.
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL,
WATERPROOFING,MECHANICAL,PLUMBING OR ELECTRICAL WORK. 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOI TOM OF
COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE P - K.
z
7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 0
EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) l6d NAILS Ar EACH
F ,1111 I --------------------- __p q_ _j Anx 0(yuQ000
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERSECTION OF SLEEPER AND EXISTING FRAMING. Z
INTERFERENCES AND/011 DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION (2)2X6 2:1
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL 12. KNEEWALL FRAMING: FASTEN STUDS TO TOP AND BOTTOM PLATES WITH H3 WITH(4)Bd NAILS IN
TEMPORARY BRACINGISHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER EACH MEMBER. FASTEN BOTTOM PLATE TO EXISTING FRAMING WITH H6 WITH (4) 8d 4AILS IN
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING BOTH MEMBERS. PLACE H6 AT 24" O.C. OR AT EACH INTERSECTION OF BOTTOM PLATE AND
EXISTING OR CEILING FRAMING.
CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
ROOF RAFTER
FRAMING NOTES
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING RIDGE BEAM F_
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD L)
CONSTRUCTION. w
KNEE WALL co
04
2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. Z w 04
z co
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE SLEEPER LIJ z _j
0 C) w LL
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER YZZIV_Zdrl�.1.121 >
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. <
U) (.5
(2)2x4 SYP COLUMN FOR RIDGEIVALLEY BEAM SUPPORT,FASTENED ROOF FRAMED WITH: W - <
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TOGETHER WITH(1)ROW OF 8d NAILS AT 12-O.C. FASTEN RAFTER TO 0 W
TREATED. z < m
COLUMN WITH 18 GA STRAP WITH(9)8d NAILS IN RAFTER,(9)8d NAILS IN 2X8 ROOF RAFTERS AT 160 O.C. w
ca LU
COLUMN.FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP 2X10 COMMON RIDGE BEAM. z
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. WITH(9)8d NAILS IN COLUMN,(9)8d NAILS IN TOP PLATEIHEADER. 2X8SLEEPERS _j 00
2X4 KNEE WALL _j 00
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. (L
EPDXY NOTES 2X4 OUTLOOKERS AT 24"O.C. w
co z
7. DIMENSION LUMBER 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER SEE CONVENTIONAL FRAMING NOTES
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OF t EPDXY FOR FASTENING SPECIFICATIONS. 0
7.2. WHERE POSTS ARE CALLED OUT,HEADERS SHALL BEAR FULLY ON POSTS.
GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENIGI?JEER.
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 2. MANIUFACTUFJER'S DATA-FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE
RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS AR E: co
LENGTH PER THE DETAILS. HILTI HY150,HILTI HSE2421,SIMPSON STRONG-TIE SET OR APPROVED EQUAL. f�%FIRST LEVEL FRAMING PLAN f*`_�ECOND LEVEL FRAMING PL'AN f�%ROQF PLAN
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED
BELOW: IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTUREITS SPECIFICATIONS
AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN
8d�0,131"x 2-1/2" ACCORDANCE WITH APPLICABLE SAFETY LAWS.
10d=0.148"x 3"
12d=0.148"x 3-1/4"
3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH :)F 8,000
16d=0.1 62"x 3-1/2"
PSI AND TENSILE STRENGTH OF 2,300 PSL 3: > 9
0 26 9
7/16n OSB ROOF DECK FASTENED TO
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN FR
4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER.NO LARGER THAN 118- GRFA�TER N THE,, -AMING WITH 8d RING SHANKS AT 6-O.C.
ATER OPrT4%E A
DIAMETER OF THE-STEEL MEMBER BEING-INSTALLEb.-
AND/OR THE FOOTIN G DETAILS SHEET. IN FIELD.
OLESr
U ir%�_ALL H SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO
10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP 05tSINOTEDOTHERWISE.
INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL E LICH AS
LAITANCE, DUST,DIRT,AND OIL. SEE CONVENTIONAL FRAMING NOTES FOR
.LOAD TABLE 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE FASTENERS. w
ROOF: MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE (2)2x NO.2 SYP TOP PLATE FASTENED
LIVE LOAD: 20.0 PSF YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS WITH (2)ROWS 10d AT 16"O.C. z
DEAD LOAD: 7.0 PSF PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING 1`0 THE STAGGERED. MINIMUM ZVLAP WITH(12)
TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO 10d IN LAP. FASTEN TO STUD WITH SPH AT w
CEILING: DO THE WORK. 32"O.C.
LIVE LOAD: 10.0 PSF U)
LIVE LOAD-STORAGE: 30.0 PSF FASTEN 7/16'OSB W/8d @ 6-O.C.ON z
DEAD LOAD: 5.0 PSF FRAMING NOTES AND LEGEND EDGES, 12-O.C.INFIELD. <
COMPONENT AND CLADDING w
FLOOR: TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP,UNIO. j
LIVE LOAD: 40-0 PSF STUD MATERIAL: 2x No.2 SPF,UNO. 2x SPF STUDS AT 16"O.C.
DEAD LOAD: 10.0 PSF
DESIGN PRESSURES
DECK LIVE LOAD: 50.0 PSF HEADERS: j
EFFECTIVE END ZONES, PSF INTERIOR ZONES, ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, 2x No.2 SYP BOTTOM PLATE FASTENED TO
WIND LOADS: AREA, SF PSF LINO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148. X BAND BOARD WITH 10d NAILS AT(5"O.C.
WIND SPEED: 130 MPH 3.5-) COMMON NAILS AT 12-ON CENTER. USE OSB SHIMS AS NECESSARY TO
EXPOSURE: C 0-20 17.5 -22.9 17.5 -19.0 MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE 3/4sPLYWOOD DECKING FASTENED TO
IMPORTANCE: 1.0 - THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. FLOOR JOISTS WITH 8d NAILS AT 6"O.C.ON
BUILDING CATEGORY: 11 20-50 16.4 -20.5 16.4 -18.1 EDGE, 12'O.C.IN FIELD.
ENCLOSED BUILDING: HEADER NOTATION IS:
INTERIOR PRESSURE 50-100 15.4 -19.5 15.4 -17.1
COEFFICIENT: 0'18 _____T - NUMBER OF PLIES IN HEADER
ROOF PITCH: MATCH EXISTING F loo-200 14.8 -17.5 14.8 1 -16.4 NUMBER OF KING STUDS 2XiQ FLOOR SYSTEM WITH 2XIO BAND SPH WITH(10)8d AT 24'O.C.I
F- BOARD.SEE PLAN FOR SIZE AND SPACING
k HEADER,MINIMUM(2)PER S
(2),M,21 HEADER cb
(L
ad
NUMBER OF CRIPPLE STUDS EXISTING(2)2x NO.2 SYP TOP PLATE w v
c
SIZE OF DIMENSIONAL LUMBER is
FASTENED WITH(2)ROWS 10d AT 16'O.C.
STAGGERED. MINIMUM 24-LAP WITH(12)
SHEAR WALLS: 10d IN LAP. NO.2 SYP'HEADER,TYP. SE
ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE 0
PLANS FOR SIZE, PLIES,ANOIJ
TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC NUMBER OF KINGS AND CRIP LES.
THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED a (ZO I,:
FASTEN SECOND FLOOR STUDS TO FIRST
BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, FLOOR STUDS WITH MSTA36 AT 32"O.C. CRIPPLES TO HEADER WITH
ARE NOTED ON THE PLAN. MSTAI 8 WITH(6)1 Od IN HEADfR, 2 we
(8) 10d IN CRIPPLE 2x SPF STUDS AT 16"O.C.
VERIFY OR FASTEN 7/19'OSB W/8d @ 6- 1 1 M 5 CR
TOM PLATE 0 q
EXISTING 2x No.2 SYP BOT C-4 ) 0
ON EDGES, 12-O.C. IN FIELD. (0 .2
INDICATES GLAZING CLASSIFIED AS END ZONE.
ALL OTHER GLAZING LOCATED ON EXTERIOR OF
3/4"PLYWOOD DECKING FASTENED TO
STRUCTURE WILL BE CLASSIFIED AS INTERIOR KING STUDS&CRIPPLES:(6) FLOOR JOISTS WITH 8d NAILS AT 6"
ZONE.SEE"COMPONIENT AND CLADDING DESIGN BETWEEN ADJACENT KING StDS O.C.ON EDGE, 12"O.C.IN FIELD.
ENS
PRESSURES,-ON COVER SHEET. VERIFY OR INSTALL 2x SPF STUDS AT 16" AND CRIPPLES.
O.C.
2X10 FLOOR SYSTEM WITH 2)(10 BAND
FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING BOARD.SEE PLAN FOR SIZE AND
WITH 10d NAILS AT 3"O.C. SPACING.
VERIFY OR INSTALL 2x NO.2 SYP PT
BOTTOM PLATE. FASTEN BOTTOM PLATE
ALL CRIPPLES TO BAND BELC� 2XIO FLOOR SYSTEM WITH 2X10 BAND
.
BOARD.SEE PLAN FOR SIZE AND
TO SLAB WITH '"ANCHOR BOLTS AND Z'SQ WITH MSTA30 WITH(16)8d �j R
WASHER AT 48-O.C.,6-MINIMUM SPACING.
EMBEDMENT. FASTEN TO STUD WITH SPH
EXISTING(2)2x NO.2 SYP TOP PLATE
VERIFY EXISTING FOOTING IS 12"WIDE MI
M Sheet No.
I I IF VERIFY OR INSTALL 2x SPF STUDS AT
FIT=E Fir AT32"O.C.
NAN 16"O.C.
m BEAM BELOW.SEE PLA 1�
TRUSS PLACEMENT PLAN FO.,
SIZE AND PLIES. S1 , 01
OlzITYPICAL WALL SECTION- TYPICAL HEADER DETAIL - ON BE PICAL WALL SECTION-
NTS 1/2"=T-O'
0 F
This dcmest,sagetherwith the urncepts,and designs presented herein is Intandedonlyforthespeeffic purpose and cliontforwhich kiwas prepared. Reuse ofand Improper rellanca m oft dmument wmcnewdean adwrizagon by ANKanclerGraceConsulling.Im.shog beww�Babillty to Alexander Grace Consultin,inm