wood framing, trusses, frinish carpentrey, cabinets … truss. 10. roof deck. notes: a. fiberglass...

Wood Framing, Trusses, Frinish Carpentrey, Cabinets CAD Details1. (2) LAYERS, S/S" TYRE GYRSUM BOARD. 1 HOUR CONSTRUCTION.
2. METAL CORNER BEAD.
3. STRUCTURAL GLU-LAM BEAM.
~~!-,-~~_~_,JR~G_LU~_L_AM~~O-6-B~1001
Samples from
1 HOUR FIRE ROOF SYSTEM 21-1 1, TABLE 43-C
1/2" MIN. THICKNESS OF PLYWOOD WITH EXTERIOR GLUE. APPLY AT RIGHT
AINGLES TO TOP OF JOIST WITH Sd NAILS.
2. WOOD JOIST AT 24" O.C. MAXIMUM
3. BASE LAYER; S/S" TYPE GYPSUM BOARD APPLIED AT RIGHT ANGLES TO JOIST.
24" O.C. WITH 1-1/4" TYPE OP TYPE 'w' DRYWALL SCREWS 24" O.C. FACE
LAYER S/S" TYPE GYPSUM BOARD APPLIED AT RIGHT ANGLES TO clOIST THROUGH
BASE LAYER WITH 1-7/S" TYPE'S' OR TYPE 'w' DRYWALL SCREWS 12" O.C.
AT JOIINTS AND INTERMEDIATE JOIST FACE LAYER JOIINTS OFFSET 24" FROM
BASE LAYER JOINTS. 1-1/2" TYPE 'G' DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE
OF FACE LAYER END JOINTS, 12" O.C.
CEIILIING 06B~ II] 002
www.AutoCADDetails.net
:3
4
1. 3-1 /2" BATT INSULATIOIN. 2. 2" X 4" WOOD STUDS @ 16" O.C. 3. 1/2" AC 1 CHANXIELS @ 24" O.c.
OXIE SIDE. 4. 5/8" TYPE GYPSUM BOAPD
EACH SIDE. 2
Samples from
16" O.C. 2. 5/8" TYPE GYPSUM
BOARD EACH SIDE. (MOISTURE RESISTANT ON BATH SIDE)
O ~J~_H_]O_U_R_I]_~~_T _ER_~_O_R_W_A_L_L_
3" = 1'~O" 06B~2002
Samples from
1 3 1/2" MINERAL FIBER BATT INSULATION
2. 2 X 4 WOOD STUDS @ 16" OC 3. RC-1 CHANNELS @ 24" OC 4. S/S" TYPE GYPSUM BOARD
MOISTURE RESISTAINT OIN BATH SIDE.
O ~J~_H_IO_U_R_D_E_M_II_S_11~_~G_W_A_L_L_
Samples from
,)7) x =p
1. 2" x 4" WOOD STUD AT 16" ON CENTER. 2. 1/2" SHEETROCK BRAND GYPSUM PA~IELS
FIRECODE C CORE.
NOTES: 1. WALL PANELS TO BE NAILED AT 7" ON CENTEP
WITH CEMEINT COATED NAILS. 2. TAPE ALL JOINTS.
UL DES@ U3~~ 7
1. S/S" SHEETROCK BRAND FIRECODE C CORE GYPSUM PANELS.
2. 2" x 4" WOOD STUD AT 16" OR 24" ON CENTER.
3. RC-1 CHA~I~IEL O~IE SIDE SPACED AT 24" OIN CENTER.
4. 3" THERMAFIBER SAFB
NOTES: A. PAlxlELS ATTACHED TO RC-1 WITH
r TYPE SCREWS, ATTACH OPPOSITE SIDE DIRECTLY WITH 1 1/4" TYPE ''w'' SCREWS.
B. END JOINTS BACK-BLOCKED WITH RC-1 CHANNEL.
C. JOINTS FINISHED. D. CAULK PERIMETER. E. FIBERGLASS INSULATION CAN NOT BE
SUBSTITUTED FOR THERMAFIBER INSULATION. F. ASSEMBLIES WITH RC-1 RESILIEINT CHAlxllNEL
REQUIRE LATERAL BRACING AND OFFER ESTIMATED FIRE RATING.
J~ HIOUR UL DEC U3J~ 1 O~1/-2"-1'-O,,---~@--O-6-B~ 2005
Samples from
1. S/S" SHEETROCK BRAI\ID FIRECODE CORE GYPSUM PANELS.
2. 2" x 4" WOOD STUD AT 16" O.C. 3. RC-1 CHANINEL BOTH SIDES SPACED
HORIZONTALLY AT 24" ON CENTER.
x ==
INOTES: A. PANELS ATTACHED WITH 1" TYPE
SCREWS. B. CAULK PERIMETER. C. JOINTS FIINISHED. D. ASSEMBLIES WITH RC-1 RESILIENT CHANNEL
REQUIRE LATERAL BRACING AND OFFER ESTIMATED FIRE RATING.
O J~ HIOUR TJI396~OSIU
~-----O-6-B~20061/2"= 1'~O" ~
" ~
5/8" SHEETROCK BRAND FIRECODE CORE GYPSUM PA~IELS OR 5/8" SHEETROCK BRAND WATER PESISTAINT FIPECODE CORE GYPSUM PA~IELS.
2. 2" x 4" WOOD STUD - SEE NOTES.
NOTES: A. PANELS NAILED AT 7" ON CENTEP
WITH 1 7/8" CEMENT COATED NAILS. B. UL DES U305 BASED ON 16" STUD SPACING,
JOINTS EXPOSED OR FI~IISHED, PERIMETER CAULKED. C. UL DES U314 BASED ON 24" STUD SPACING,
FI~IISHED JOI~ITS, PERIMETER CAULKED.
o J~ HIOUR UL 1/2" = 1'~O"
U305!U3J~ 4
06B~2007
Samples from
1. S/S" SHEETROCK BRA~ID FIRECODE CORE GYPSUM PANELS.
2. 2" x 3" NON-LOAD BEAPING STAGGERED WOOD STUDS AT 16" ON CENTER.
3. 2" x 3" PLATES 1" APART. 4. 3" THERMAFIBER SAFB OI~E SIDE.
NOTES: A. PAI~ELS NAILED AT 7" Ol~ CEI~TER.
B. JOINTS FINISHED. C. PERIMETER CAULKED. D. ESTIMATED FIRE RATING BASED ON UL DES U30S. E. FIBERGLASS II~SULATIOI~ CAI~ I~OT BE
SUBSTITUTED FOR THERMAFIBER INSULATION.
IUL DES@ IU305
2
4
1. 1/2" PANEL FACE STRIP LAMINATE. 2. 1/4" SHEETROCK BRAND GYPSUM BOARD
BASE LAYER APPLIED VERTICALLY WITH 4d COATED NAILS.
3. 2" x 4" WOOD STUD AT 16" OIN CEINTER. 4. 1/2" SHEETROCK BRAND FIRECODE C CORE
GYPSUM PA~IELS .
NOTES: A. JOIINTS STAGGERED AND FINISHED. B. PERIMETER CAULKED. C. ESTIMATED FIRE RATIING BASED
ON UL DES UL305. D. ASSEMBUES WITH RC-1 RESILIENT CHAN~IEL
REQUIRE LATERAL BRACIING AIND OFFER ESTIMATED FIRE RATING.
o J~ HIOUR 1/2"= 1'~O"
IUL DES U305 06B~2009
Samples from
2
2" x 4" WOOD STUDS STAGGERED AT 24" O.C. (MAX.) ON 2" x 6" COMMON RLATE.
2. 5/8" SHEETROCK BRAND FIRECODE C CORE GYRSUM RANELS.
NOTES: A. JOIINTS FINISHED. B. RERIMETER CAULKED. C. RANELS ATTACHED WITH 6d COATED
NAILS OR 1 7/8" SCREWS AT 7" ON CENTER.
O ~J~_H_]O_U_R_U_L_D_E_S_U_3_4_0__
Samples from
/ IX IX I'
(4) 1. 2" x 4" WOOD STUDS AT 16" ON CENTER,
STAGGERED liN OPPOSITE WALL. 2. 1/2" SHEETROCK BRAND GYPSUM BOARD
BOTH EXTERIOR SIDES. 3. 5/8" SHEETROCK BRAND FIRECODE C
CORE BOTH IINTERIOR SIDES. 4. THERMAFIBER FIRE BLOCKING AT g'-O"
ON CENTER EACH WAY.
INOTES: A. JOINTS FIXIISHED. B. RERIMETER CAULKED BOTH SIDES OF
INTERIOR RAXIELS. C. IINTERIOR LAYERS ATTACHED WITH 6d
COATED NAILS AT 6" ON CEXITER. D. EXTERIOR LAYERS ATTACHED WITH 8d
COATED NAILS AT 8" ON CEXITER. E. ESTIMATED FIRE RATING BASED ON BEARING
WALL UL DES U320. F. FIBERGLASS INSULATION CAN NOT BE
SUBSTITUTED FOR THERMAFIBER INSULATION
1 1/2 HOUR UL DES U320 O~1/2----"--1'-0"----06-8 ~ 20 II] II]
Samples from
10
5
1. SEALANT. 2. THERMAFIBER FIRE BLOCKING AS REQUIRED. 3. 2" x 4" STUD FRAMING EACH SIDE. 4. 5/8" SHEETROCK BRAND FIRECODE C CORE
GYRSUM RANELS FULL HEIGHT. 5. JOIST. 6. SUITABLE FASTENERS AT 24" ON CENTER. 7. THERMAFIBER SAFB (ORTIONAL). 8. TWO LAYERS 5/8" SHEETROCK BRAND
FIRECODE C CORE GYRSUM RANELS. 9. ROOF TRUSS. 10. ROOF DECK.
NOTES: A. FIBERGLASS INSULATION CAN NOT BE
SUBSTITUTED FOR THERMAFIBER INSULATION.
1~ 'II/HOUR SOUIDo AREA SEPARATION WALL 1 1/2" := 1'~O" 06B~20 112
Samples from
1. ROOF DECK. 2. 2 1/2" CONCRETE ON RIBLATH OR
CORRUGATED STEEL DECK OVER BAR JOIST. 3. METAL FUR CHAN~IEL AT 24" ON CENTER. 4. BAR JOIST. 5. 1/2" SHEETROCK BRA~ID FIRECODE C
CORE GYPSUM PANEL CEILING FURRED OR SUSPEI\IDED.
NOTES: A. PANELS ATTACHED WITH 1" TYPE SCREWS
AT 12" ON CE~ITER.
B. JOINTS EXPOSED OR FINISHED.
IUL DES G515 HIOUR BEAM)
Samples from
12
5
7
6
3
NOTE: PLUMBING AND ELECTRICAL PENETRATIONS TO BE SEALED WITH 3M OR G.E. FIRE CAULK, TYPICAL.
4
3
2
I. 2 X 10 FLOOP JOISTS @ 16" O.c. 2. 3/4" APA RATED FLOOR SHEATHING. 3. 5/8" TYPE 'X' GYPSUM BOARD. 4. 2 X 6 STUD WALL @ 16" D.C. 5. R-19 FIBERGLASS INSULATION. 6. FIRE STOP INSULATION ST, 8' DC EACH WAY. 7. (2) LAYERS OF 5/8" TYPE 'x' GYPSUM BOAPD. 8. PRE -ENGINEERED, PPE-FABRICATED ROOF
TRUSS - SEE FRAMING PLAN.
11
7
10
5
4
2
10
4
3
14
9. R-30 CEILING INSULATION. 10. (2) 2 X 6'S. 11. 2 X BLOCKING. 12. ASPHALT SHINGLES ON (1) LAYER OF #15
FELT ON 1/2" A.PA RATED ROOF SHEATHING. 13. 2 X 10 RIM JOIST. 14. 10" CONCRETE STEM WALL.
(2) 1 HOUR AREAo ~~P,~~/\TION WALL 06B~20 114
Samples from
12
11
5
7
10
4
4
3
2
NOTE: PLUMBING AND ELECTRICAL PENETRATIONS TO BE SEALED WITH 3M OR G.E. FIRE CAULK, TYPICAL.
I. 2 X 10 FLOOP JOISTS @ 16" O.c. 2. 3/4" APA RATED FLOOR SHEATHING. 3. 5/8" TYPE 'X' GYPSUM BOARD. 4. 2 X 6 STUD WALL @ 16" D.C. 5. R-19 FIBERGLASS INSULATION. 6. FIRE STOP INSULATION ST, 8' DC EACH WAY. 7. (2) LAYERS OF 5/8" TYPE 'x' GYPSUM BOAPD. 8. PRE -ENGINEERED, PPE-FABRICATED ROOF
TRUSS - SEE FRAMING PLAN. 9. R-30 CEILING INSULATION.
10. (2) 2 X 6'S. 11. 2 X BLOCKING. 12. ASPHALT SHINGLES ON (1) LAYER OF #15
FELT ON 1/2" APA RATED ROOF SHEATHING. 13. 24 GA. GALVANIZED METAL FLASHING. 14. 5/4" X 3 1/2" HARDBOARD TRIM - PAINTED. IS. 1/2" GYPSUM BOAPD. 16. 24 GA. GALVANIZED METAL DRIP EDGE. 17. 2 X 10 RIM JOIST. 18. 10" CONCRETE STEM WALL.
(2) 1 HOUR AREAo ~~P,~~/\TION WALL 06B~20 115
Samples from
2X4 BOTTOM RLATE
FIRESTOR INSULATION AT 8' O.C.
5/8" TYRE "y" ONE HOUR GYRSUM BOARD
RIM JOIST
2X4 BOTTOM RLATE 2X4 STUD WALL @ 16" O.C.
FLOOR DECK N
2X4 CONTINUOUS TREATEDC0
~ SILL RLATE (TYR.)
TOR AND BOTTOM C0
(2) #5 X 4'-0" DOWELS CENTERED
CAISSON
1. 3 1/2" BATT INSULATION 2. 2" X 4" WOOD STUDS
16" O.C. 3. (2) LAYERS 5/8" TYPE
"X" GYPSUM BOARD EACH SIDE.
3
Samples from
7 6 5
1 (2) 1" SHEETROCK BRA~ID GYRSUM RANELS. 2. USG ONE-RIECE STEEL H-STUDS AT 24" ON
CENTER. 3. MINIMUM 3/4" AIR SRACE BOTH SIDES SERARATING
L1~IER RA~IELS FROM ANY ADJACE~IT COMBUSTIBLE COINSTRUCTIOIN
4. 063 x 2" x 2 1/4" ALUMINUM ANGLE CLIP ATTACHED TO H STUDS WITH 3/8" TYPE S SCREWS A~ID TO WOOD FRAMING WI TH 1 1/4" TYPE W SCREWS.
5. 2" x 4" WOOD STUDS AT 24" ON CENTER. 6. 2" x 4" WOOD CROSS BRACE WHERE I\IEEDED FOR CLIP
ATTACHMENT. 7. 1 MINIMUM GYRSUM WALLBOARD.
NOTES: - CLIP ATTACHME~IT AT 10'-0" MAX. VERTICALLY BETWEEN
WOOD FRAMIING AND H STUDS FOR WALLS UR TO 23'-0" HIGH. - CLIP ATTACHMENT FOR WALLS UP TO 44'-0" HIGH ARE SPACED
VERTICALLY AT 10'-0" FOR UPPER 24' PORTION OF WALL A~ID 5'-0" ON CENTER AT REMAIINIING LOWER RORTIOIN OF WALL.
UL DES U336
2
1. 2" x 4" WOOD STUDS STAGGERED AT 16" Ol~ CENTER Ol~ 2" x 6" COfllfllOI~ PLATE.
2. TWO LAYEPS 5/8" SHEETROCK BPA~ID
FIPECODE C COPE GYPSUfli PANELS.
NOTES: A. JOII~TS FINISHED. B. PERlfliETER CAULKED. C. BASE LAYER ATTACHED WITH 6d COATED
NAILS AT 6" ON CENTER. D. FACE LAYER ATTACHED WITH 8d COATED
NAILS AT 8" ON CE~ITER.
E. ESTlfIIATED FIRE RATII~G BASED Ol~ UL DES U301.
IUL DES U30J~
SUBSTITUTED FOR THERMAFIBER IINSULATIOIN - ASSEMBLIES WITH RC-1 RESILIENT CHANNEL
REQUIRE LATERAL BRACIING AI\ID OFFER ESTIMATED FIRE RATIING.
12
10
11
9
5
6
1. 2 1/2" USG STEEL C-RU~I~IERS.
2. (2) 2 1/2" USG STEEL C-RUNNERS. 3. THERMAFIBER SAFB 4. RC-1 RESILIENT CHANNEL. 5. JOIST. 6. WOOD FLOORI NG. 7. SEALAINT AS REQUIRED 8. CONCRETE FLOOR OR
FOU~IDATION WALL. 9. SUITABLE FASTENERS AT
24" ON CE~ITER.
2 13 10. SHEETROCK BRAND GYPSUM, WATER RESISTANT, FIRECODE C CORE, GYPSUM PAINELS EACH SIDE.
11. 1" SHEETROCK BRAND GYPSUM LINER PANELS.
x 12. 063" USG ALUMIINUM AINGLE INTERMEDIATE 4 <C
::;: CLIPS ATTACHED TO JOIST FLOOR WITH 1 1/4" TYPE W SCREWS.N
13. SHEETROCK METAL TRIM. 14. VARIES BY CODE.
FOUINDATIOIN
20
NOTE B: ADDITIONAL CLIP ANGLES ARE NEEDED MID-HEIGHT BETWEEN FLOORS (5'-0") ON CENTER FOR AREA BELOW TOR 23' OF BUILDINGS UP TO 44'.
10
NOTE A: CLIP PLACEMENT BELOW IS FOR TYPICAL CON STRUCTION.
2
1. 2" USG STEEL C-RUNNER. 2. ROOF DECK. 3. ROOF RAFTER. 4. THERMAFIBER FIRE BLOCKING AS REQUIRED 5. 2" x 4" STUD FRAMING EACH SIDE. 6. .063" USG ALUMINUM ANGLE CLIP - SEE NOTE B. 7. TWO 2" USG STEEL C-RUNNERS. 8. 3/8" TYPE "S" RAN HEAD SCREW. 9. .063" USG ALUMINUM ANGLE CLIPS AT EACH
FLOOR LEVEL - SEE NOTE B. 10. SEALAN T. 11. JOIST. 12. SUITABLE FASTENERS AT 24" ON CENTER. 13. SEALANT UNDER TRACK.
14. TWO 1" SHEETROCK BRAND GYPSUM LINER PANELS. 15. THERMAFIBER FIRE INSULATION BLOCKING
AT EACH FLOOR LEVEL AS REOUIRED 16. THERMAFIBER SAFB (OPTIONAL). 17. SHEETROCK BRAND GYPSUM PANELS AS REOUIRED 18. ROOF TRUSS. 19. LEDGER. 20. AS REQUIRED BY CODE, 5/8" SHEETROCK BRAND
GYPSUM PANELS, FIRECODE CORE, MAY BE USED AS UNDERLAYMENT TO THE UNTREATED ROOF SHEATHING WITH PANELS EXTENDING 5'-0" ON BOTH SIDES OF AREA SERARATION WALL AND ROSSIBLY ROOF SIDE AT RAKE END.
NOTES: FIBERGLASS INSULATION CAN NOT BE SUBSTITUTED FOR THERMAFIBER INSULATION.
HOUR SOLID SEPARATION
4
1. TWO LAYERS 5/8" SHEETROCK BRAND FIRECODE C CORE GYPSUM PANELS BOTH SIDES.
2. 2" x 4" WOOD STUD AT 16" ON CENTER.
3. RC-1 CHAININEL DINE SIDE SPACED AT 24" ON CENTER.
NOTES: A. BOTH BASE LAYERS APPUED VERTICALLY
AND FACE LAYERS APPLIED HORIZONTALLY. B. RESILIENT SIDE PA~IELS SCREW ATTACHED,
OPPOSITE SIDE NAIL ATTACHED. C. BASE LAYERS PERIMETER CAULKED. D. JOINTS FINISHED. E. EI\ID JOI~ITS BACK-BLOCKED WITH RC-1 CHA~IINEL.
F. FIBERGLASS INSULATION CAN NOT BE SUBSTITUTED FOR THERMAFIBER INSULATION
G. ASSEMBLIES WITH RC-1 RESILlEI\IT CHAINI\IEL REQUIRE LATERAL BRACING AND OFFER ESTIMATED FIRE RATING.
UL DES U334 06B~3006
Samples from
TWO LAYERS 5/8" SHEETROCK BRAND FIRECODE C CORE GYPSUM PANELS BOTH SIDES.
2. 2" x 4" WOOD STUD AT 16" ON CENTER.
3. RC-1 CHANINEL ONE SIDE SPACED AT 24" ON CENTER.
NOTES: A. BOTH BASE LAYERS APPLIED VERTICALLY
AND FACE LAYERS APPLIED HORIZONTALLY. B. RESILIENT SIDE PA~IELS SCREW ATTACHED,
OPPOSITE SIDE NAIL ATTACHED. C. RESILIENT LAYERS PERIMETER CAULKED. D. JOINTS FINISHED. E. FIBERGLASS INSULATION CAN NOT BE
SUBSTITUTED FOR THERMAFIBER IINSULATIOIN. F. ASSEMBLIES WITH RC-1 RESILIENT CHANNEL
REQUIRE LATERAL BRACING A~ID OFFER ESTIMATED FIRE RATIING.
T~4799~OSU
TWO LAYERS 5/S" SHEETROCK BRA~ID
FIRECODE CORE GYPSUM PANELS OR 5/S" SHEETROCK BRAND WATER RESISTA~IT FIRECODE CORE GYPSU M PAN ELS EACH SI DE.
2. 2" x 4" WOOD STUD AT 16" ON CE~ITER.
NOTES:
A. BASE LAYER ATTACHED WITH 1 7/S" INAILS AT 6" ON CENTER.
B. FACE LAYER ATTACHED WITH 2 3/S" INAILS AT S" ON CENTER.
C. JOIINTS FIINISHED.
~
1. TWO LAYERS 5/8" SHEETROCK BRAND FIRECODE CORE GYPSUM PANELS BOTH OUTER SIDES. BRA~ID WATER RESISTANT FIRECODE CORE GYPSUM PANELS EACH SIDE.
2. TWO ROWS 2" x 4" WOOD STUD AT 24" ON CE~ITER.
3. 5/8" SHEETROCK BRAND FIRECODE CORE GYPSUM PA~IELS INSIDE BOTH SIDES.
NOTES:
A. BASE LAYER ATTACHED ~TH 6d COATED NAILS AT 6" ON CE~ITER.
B. FACE LAYER ATTACH ED WI TH 8d COATED NAILS AT 8" ON CE~ITER.
C. JOIINTS FINISHED. D. PERIMETER CAULKED.
UL DES U342 06B~3009
Samples from
(7\ 3 2'-0"
I I I I I I I I I I I I I I I I I I I: ' I I I I I I I I I I I I I I I I I I .'\~
0
(l( I I -··························(5) n u
1, GLU-LAM BEAM NOTCH TO RECEIVE TOP PLATE 2, SIMRSON ST24 STRAR TIE WITH 18 16d NAILS, 3, DOUBLE TOP PLATE. 4, SIMPSON H2,5 HUPRICANE TIE. 5, 2X STUD,
TO BEAM 06C~ 11 00 ~II
Samples from
~2)
d
" ,,;; ~ 4 "
" " " II "
1 GLU-LAM BEAM , P PLATE I~ON-BEARING,') 2X TO , i SIMPSON HOLD DOWN 4 KING STUD TYPICAL, 5 HEADER PER SCHEDULE.
6 DOUBLE 2X, . L PLATE l PRESSURE TREOAL~3N S~LER SCHE'DULE.8, TUBE STEEL C 9, BEAM SEAr
Samples from
7" X 5" SCUPPER WITH SHEET ~IETAL L1INER
"SIMPSON" H2.5 HURRICANE TIE
"SIMPSOIN" ST2115 STRAP EACH SODE OF 4 X 4 POST
f------\-----,--------;c-"'-r-~~____,__-,______-___j~ TJIj25 ROOF JOI STS
SEE FRAMING PLAN AND MAINUFACTURER'S SHOP DRAWINGS
4 X 4 POST --~
FURRED-OUT COLUMN BEYOND
IN EYE BOLT
- EXTENSIOIN OF EXISTING BRANCH CIRCUIT
INSTALL JUNCTION BOX WITH 15A COINVEIXIIENCE OUTLET ON EXISTING BRANCH CIRCUIT
LIGHT FIXTURE
MOUNTII~IG DETAIIL 06C~ ~Il 004
Samples from
Samples from
TRUSS HANGEP. 3. 2 X S JOIST WITH SIMPSON 'HUS2S'
TRUSS HAINGER. 4. 5-1/S" X 12" GLU-LAM BEAM.
BEAM @ TJII
2 3
1 5/8" PLYWOOD. BEAM SEAl 2· SIMPSON GLB,?AGLU_LAM BEAM.. /8" X 123 5-1 . 8" CMU WALL.
~: 3/4" DRY PACK. 6 FIRECUl 7: BOXID BEAM
100706C
BEARI]~I]G BEAMACO~~RY WALL@ M ~o "1" = 1'~O
Samples from
RER STRUCTURAL.
Samples from
2
4" MASONRY COLUMN1.
CAR, AM ') GLU-LAM BE , L EAM SEAT WITH 3, B /4" WIDE THROAT,
3 1 COLUMN 4, MASO~IRY TIE (rYRICAL), 5 HURRICANE. WOOD 6 RREF ABRICA IE')~" ON CENTER,
TRUSSES AT L
1. 4" MASONRY COLUMN
CAP. AM 'J GLU-LAM BE . L EAM SEAT WITH 3. B /4" WIDE THROAT.
3 1 COLUMN 4. MASONRY E TIE (TYPICAL). 5 HURRICAN. WOOD 6 PREFABRICA IE~" ON CENTER.. TRUSSES AT 2
1"
It
2'-0"
6
4
3
CEAT I 9~EJf~A~cMM~~~U~Cj02.!LJ:IU~M~N!.---=ITO[6CC-1 00OJ:. " 1" = 1'~O
Samples from
12" 0 LOG VEGA
.. /////- 16d [NO NAILS
06C~200 ~Il
1 BEAM PER PLAN
2. 4X NAILER C' LOCKING. 3 4X COIN IINUOU..) B 6" 0 C . TWO ROWS 10d NAILS @ ..4.
5 ROOF DECK. " . /S" r/J BOLT @ 32 O.c.
6. 5 TRUC'C' 7. PREFAB WOOD I ..)..)
TTillRUJ..;S~S~T~O~BE:.J.::.AJY!.M-(OTI6~ = 2002O..J... , ()" SCALE: 1" = 1 ~
Samples from
PPEFABPICATED EQUIPMENT ROOF CURB.
2. SKYLIGHT. 3. BLOCKIING AS REQUIRED 4. 4" CMIT. 5. MODIFIED BITUMEN REI~IFORCED
COMPOSITE SHEET ROOFING SYSTEM 6. PLYWOOD DECK. 7. WOOD JOIST. 8. OI\IE HR. RATED ROOF SYSTEM TWO
LAYERS OF 5/8" TYPE 'x' GYP. BD. 9. 3-5/8" METAL STUDS AT 16" O.C. 10. ACOUSTICAL CEILING PANEL. 11. GYP. BD. SOFFIT. 12. PARABOLIC LEINS TO MATCH
FLUORESCENT FIXTURES. 13. 1/2" 'CELOTEX' INSULATION BOARD
/
/
6
7
2
1 HOUR FIRE ROOF SYSTEM 21-1 1, TABLE 43-C
1/2" MIN. THICKNESS OF PLYWOOD WITH EXTERIOR GLUE. APPLY AT RIGHT
AINGLES TO TOP OF JOIST WITH Sd NAILS.
2. WOOD JOIST AT 24" O.C. MAXIMUM
3. BASE LAYER; S/S" TYPE GYPSUM BOARD APPLIED AT RIGHT ANGLES TO JOIST.
24" O.C. WITH 1-1/4" TYPE OP TYPE 'w' DRYWALL SCREWS 24" O.C. FACE
LAYER S/S" TYPE GYPSUM BOARD APPLIED AT RIGHT ANGLES TO clOIST THROUGH
BASE LAYER WITH 1-7/S" TYPE'S' OR TYPE 'w' DRYWALL SCREWS 12" O.C.
AT JOIINTS AND INTERMEDIATE JOIST FACE LAYER JOIINTS OFFSET 24" FROM
BASE LAYER JOINTS. 1-1/2" TYPE 'G' DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE
OF FACE LAYER END JOINTS, 12" O.C.
CEIILIING 06C~2004
ROOF SYSTEM 3 PLY BUIU U~C ICBO #R-1306) (GAF # N-B-3 , D ROOF DECK OVER 1/2" PLYp~~~ FOR NAILINGSEE FRAMING SCHEDULE
~MPSON" H3 HURRICAINE TIE
1/2" GYPSUIM BOARD
TRUSSES
STUCCO SYSTEM @ PAPAPET WALL
3 PLY BUILT UP ROOF SYSTEM (GAF #N-B-3-C, ICBO # R-1306) OVER 1/2" PLYWOOD ROOF DECK - SEE FRAMING PLAN FOR NAILING SCHEDULE
MPSON" HU210 JOIST HANGER
MPSON" H4 HURRICAINE TIE
"SIMPSON" H3 HURRICANE TIE
TRUSS CONNECTIOIN (SHEAR PANEL)
MPSON" SUR/L24 SKEWED JOIST HANGER
MPSON" A-35 CLIP
2 X 10 'lET-IN"~ LEDGER WI TH (3) 16d NAILS @
EVERY STUD
BOARD
JLTLJJII~~~~L£JEDQiG~E~R_-OO~6tC ~ 2007o I.~/7" = l' _0"
Samples from
OOF DECK /2" PLYWOOD R ~EE FRAMING PLAN FOR ~AIUNG SCHEDULE
MPSON" H3 HURRICANE TIE
"SIMPSOIN" HU210 JOIST HANGER
CO~ITIINUOUS
1/2" GYPSUM BOARD
CRICKET WHERE OCCURS - SEE ROOF PLAN FOR LOCATIONS
1 PLYWOOD ROOF DECK SEE FRAMIING PLAN FOR DECK NAILING SCHEDULE
ru-,---~---~------------l~ PREFAB. ROOF TRUSS
1/2" GYPSUM BOARD
TRUSS
06C-2009
2 X BLOCKING BETWEEN - ALL TRUSSES WITH SEATED BEARIING
2 X 6 DOUBLE ----- TOP PLATE
EXTERIOR FI~IISH
SYSTEM
1/2" PLYWOOD POOF DECK SEE FRAMING PLAN FOP DECK INAIUNG SCHEDULE
PREFAB. ROOF TRUSS SEE FRAMIING PLAIN AND MANUFACTURER'S SHOP DRAWINGS
1/2" GYPSUM BOARD
TRUSS
7" X 5" SCUPPER WITH SHEET ~IETAL L1INER
"SIMPSON" H2.5 HURRICANE TIE
"SIMPSOIN" ST2115 STRAP EACH SODE OF 4 X 4 POST
f------\-----,--------;c-"'-r-~~____,__-,______-___j~ TJIj25 ROOF JOI STS
SEE FRAMING PLAN AND MAINUFACTURER'S SHOP DRAWINGS
4 X 4 POST --~
FURRED-OUT COLUMN BEYOND
ROOF SYSTEM 3 PLY BUIU U~C ICBO #R-1306) (GAF # N-B-3 , D ROOF DECK OVER 1/2" PLYp~~~ FOR NAILINGSEE FRAMING SCHEDULE
-PREFABRICATED ROOF 6 RUSS
L 'TUD' @ 16 O.c.WALL -..) ..)
1/t' PLYWOOD ROOF DECK OVER ROOF TRUSSES
~--- 1/t' GYPSUM BOARD
2 X 12 CElUNG JOISTS @ 24" O.c.
"SIMPSON" LUS210 JOIST HAINGER
2 X 12 BLOCKIING
"SIMPSON" HUS210 JOIST HAINGER
TRUSS 1" = 1'-0"
CONCRETE TILE OIN 30# FELT- OVEP 1/2" PLYWOOD OP 1/2" 0,S,8,
2 X 6'S @ 24" O,C,
2 X 4 LAPPED TO --+------' 2 X 6 W/ (4) 16d'S
2 X 4 VERTICALS @ TRUSSES TO
SUPPORT RAFTERS @ 24" O,C,
Samples from
2 X JOISTS
1" E.PS FOAM AXID 15# FELT
~-- COI~TII~UOUS BLOCKII~G
APPROVED TRUSSES PER FPAMING PLAN
-1/2" GYPSUM BOARD
SIMPSOXI H2.5 @ EVERY OTHER STUD AND EVERY OTHER TRUSS (TYPICAL)
2 X STU DS @ 16" 0 C, SEE FLOOR PLAN
@ PLATE 06C-2015
Samples from
GARAGE
TRIUSS H]A~I]GER
O @ G~RDER TRUSS ~-----0-6-C- 20163/4" = 1'~O"
Samples from
ON 1" E. PS FOAM OVER 15# FELT
/2" GYPSUM BOARD
SIMPSON H2.5 HANGER
TRUSS
06C-2017
OTHERWISE
GIIRDER
1/2" OSB. ROOF SHEATHING WITH POOFING MATERIAL PER MANUFACTURER'S SPECIFICATIONS
SIMPSOIN HU TRUSS HANGER AT EACH TRUSS
TRUSS
06C-2018
MANUFACTURER'S SPECIFICATIONS
" -- TRUSSES
mUSSES @ 24" O,C, -~
UNLESS NOTED OTHEPWISE 1/2" OSB, POOF SHEATHING WITH POOFING MATEPIAL PEP MAINUFACTUPEP'S SPECIFICATIOINS
SIMPSON H2,5 CLIP -~
DETAIIL 06C-2021
Samples from
BOTTOM CHORD OF TRUSSES
1/2" GYPSUM BOARD
~~O~~~BEARI]~~G
;2)
4
5
3
o
1. 5/8" PLYWOOD. 2. SIMPSON 'HW' TYPE HANGER. 3. SIMPSON PATM25 PURLIN ANCHOR
WITH MINIMUM (13) 16d'S. 4. 4 X 12 DOUGLAS FIR #1 LEDGER
WITH (6) 3/4" 0 ANCHOR BOLTS AT EACH PURLlN, SEE 25/S-5
5. TPU-TRUSS TT444 46" OPEN WEB WOOD TRUSS, SEE SCHEDULE.
6. (2) #5 REBARS, CONTINUOUS, IN 1'-4" SOLID GROUTED SLOPED BOND BEAM.
PURLI]~I @ LEDGER
r
3 2 (4( 1 (6) 3/4" rjJ ANCHOR BOLTS WITH
3" X 3" X 1/4" CUT PLATE WASHER, TYPICAL, AT EACH PURLIN.
2. 4 X 12 DOUGLAS FIR #1 LEDGER. WITH (6) 3/4" rjJ ANCHOR BOLTS AT EACH PURLlN, SEE 25/S-5.
3. TRU- TRUSS TT444 46" OPEN WEB WOOD TRUSS, SEE SCHEDULE.
4. ADDITIONAL 3/4" rjJ ANCHOR BOLTS
NOTE: DO NOT SPLICE LEDGER AT PURLIN SUPPORT, PROVIDE 2'-0" MIXIIMUM FROM PURLIN TO SPLICE.
AT PURLI]~I
4
/ 8" PLYWOOD. TS. 1. 5 /4" 0 MACHINE BOI_, "0 C. 2. (2) 3 PURl IN @ 8 -0 .3
TT444 WOOD/4" C'-TEEL AIN GLE. " 4" X 1 ..) 4. 4 X AT EACH PUPUN.BPACE
JtA1L~L~B~R~AtfQ~~~~~~~EC~T~~O~~~~ITIT[_2027@ ROOFO "1" = 1'~O
Samples from
1. S/S" PLYWOOD. 2. TRU-TRUSS TT444 46" OPEN WEB
WOOD TRUSS, SEE SCHEDULE. 3. 2 X 6 STIFFENER, PER PLAN, WITH
SIMPSON HANGERS: 'F26N' AT 2 X 6, 'F26- 2' AT (2) 2 X 6'S.
@ PURL[[~~
06C-2028
8
6
DETAIIL
4
PLYWOOD SHEATHII~G PER GENERAL STRUCTURAL NOTES.
2. BOUINDARY NAILIING. 3. INTERIOR NAILING. 4. LEDGER, SEE STRUCTURAL. 5. STIFFE~IERS, SEE STRUCTURAL. 6. PURLIINS, SEE STRUCTURAL. 7. USE 2 X 4 FLAT BLOCKING AS
REQUIRED (PANEL OVER 8'-0"). 8. EDGE NAILING. 9. PLYWOOD AREA 8'-0" SQUARE
(MINIMUM)
06C-2029
BEAM @ TJII
4
3
9
A.F.F.
3
1. TRUSS BEARING ON 2 X 6 STUD WALL - SEE ROOF FRAMING PLAN.
2. TRUSS BEARING ON 2 X 4 STUD WALL - SEE ROOF FRAMING PLAN.
3. 5/8" GYPSUM BOARD. 4. R-38 BATT INSULATION. 5. 2 X 6 STUD WALL. 6. R-13 BATT INSULATION. 7. 1/2" GYPSUM BOARD. 8. 2 X 4 STUD WALL. 9. TRUSSES - SEE ROOF
FRAMING PLAN
Samples from
(7\ 3
A.F.F.
3
1. TRUSS BEARING ON 2 X 6 STUD WALL - SEE ROOF FRAMING RLAN.
2. TRUSS BEARING ON 2 X 4 STUD WALL - SEE ROOF FRAMIING RLAIN.
3. 5/8" GYRSUM BOARD. 4. R-38 BATT INSULATION. 5. 2 X 6 STUD WALL. 6. R-13 BATT INSULATION. 7. 1/2" GYRSUM BOARD. 8. 2 X 4 STUD WALL. 9. TRUSSES - SEE ROOF
FRAMING RLAIN.
Samples from
1/2" PLYWOOD SHEAR PA~IEL TRUSS CO~INECTION
2. 16 INAILS AT 6" O.C. 3. 8 NAILS AT 3" O.C. 4. TRUSSES AT 24" o.c. 5. DOUBLE TOP PLATE. 6. 1/2" COX ROOF SHEATHING. 7. WOOD STUD BEARIING WALL. 8. 2 X 4 FLAT AGAINST TRUSSES, POOF DECK, AND TOP PLATE.
O TRUSS SHIEAR PA~~EL
~-----0-6-C- 20 723/4" = 1'~O" 0
Samples from
/: : . .-{ \ /: : ..-\{: :1\:. '< '< \ ::1\:. '< ,<f-----
""'(7( v
\1) ~5j 1. 1/2" PLYWOOD SHEAR PA~IEL TRUSS CO~INECTIOIN.
2. 16 NAILS AT 6" OC 3. 8 NAILS AT 3" O.C. 4. TRUSSES AT 24" O.C. 5. DOUBLE TOP RLATE. 6. 1/2" CDX ROOF SHEATHING. 7. WOOD STUD BEARING WALL. 8. 2 X 4 FLAT AGAINST TRUSSES, ROOF DECK, MID TOP PLATE.
PANIEL
06C-2032
3
1. GIRDER TRUSS. 2. HURRICANE TIE. 3. COMMON TRUSS. 6 4. JOIST HANGER. 5. JACK TRUSS. 6. DOUBLE TOP PLATE. 7. 2 X BEARIING WALL. 7
4
5
Samples from
3
4
5
1. GIRDER TRUSS. 2. HURRICANE TIE. 3. COfJlMOIN TRUSS. 4. JOIST HANGER. 5. JACK TRUSS. 6. DOUBLE TOP PLATE. 7. 2 X BEARING WALL. 7
6
Samples from
4" MASONRY COLUMN1.
CAR, AM ') GLU-LAM BE , L EAM SEAT WITH 3, B /4" WIDE THROAT,
3 1 COLUMN 4, MASO~IRY TIE (rYRICAL), 5 HURRICANE. WOOD 6 RREF ABRICA IE')~" ON CENTER,
TRUSSES AT L
1. 4" MASONRY COLUMN
CAP. AM 'J GLU-LAM BE . L EAM SEAT WITH 3. B /4" WIDE THROAT.
3 1 COLUMN 4. MASONRY E TIE (TYPICAL). 5 HURRICAN. WOOD 6 PREFABRICA IE~" ON CENTER.. TRUSSES AT 2
1"
It
2'-0"
6
4
3
CEAT I 4~EJf~A~CMM~~~U~Cj02.!LJ:IU~M~N!.-JOJj6"2JC~_ 203OJ:. " 1" = 1'~O
Samples from
4
5
1 S" CMU WALL. 2. 2" x S" TOP PLATE. 3. STUCCO SYSTEM 4. 5/S" EXTEPIOR GRADE
GYPSUM BOARD CElUNG. 5. 5/S" GYPSUM BOARD. 6. PREFABRICATED WOOD TRUSS. 7. HURRICANE TIE.
WALLeMUO TRUSS AT ~-----0-6-C- 20 751 1/2" = 1'~O" 0
Samples from
<1
4
5
1. 8" CMU WALL. 2. 2" x 8" TOP PLATE. 3. STUCCO SYSTEM. 4. 5/8" EXTERIOR GRADE
GYPSUM BOARD CEILING. 5. 5/8" GYPSUM BOARD. 6. PREFABRICATED WOOD TRUSS. 7. HURRICANE TIE.
WALLCMIUO TRIUSS AT ~-----O-6-C- LnO 751 1/2" = 1'~O" / 0
Samples from
cO
2
1, 8" CMU 2 (2) 5" j"l ANGLES LINTEL
\IIITH 4" BEARING AT EACH EI\ID, 3. COIITI UOUS BOND BE.i\M, 4, ,3/B" OSB OR R'L YWOOO, 5, 1" RIGID IIISULA.TIOli 6, PPEFA,BRICATEO \//000 TRUSS, 7, 3/4" STUCCO OVEP METAL 'LA.TH. 8, WEEP SCREED STUCCO STOP,
O-T-~-)-2J,,-S_S-1'_~_"T_C_M_U_O_P_E_~_lll-l-E~-C-\/_ 2
Samples from
1/4 2@12 ALl /4 2@12
1. 8" CMU. 2. (2) 5" X 3" X 1/4" ANGLES UNTEL
WITH 4" BEARING AT EACH EIND. 3. CONTINUOUS BOND BEAM. 4. 3/8" OSB OR PLYWOOD. 5. 1" RIGID INSULATION 6. PREFABRICATED WOOD TRUSS. 7. 3/4" STUCCO OVER METAL LATH. 8. WEEP SCREED STUCCO STOP.
3
6
Samples from
WALL
2 X 4 STUD WALL
CROWN MOLDING
CO~ITINUOUS WOOD BLOCKING. 4" BACK SPLASH.
3. DRAWER - WHERE OCCURS. 4. 2 X BASE FRAME. 5. RECESSED SHELF STANDARDS. 6. ADJUSTABLE SHELF. 7. COU~ITERTOP.
8. WIRE PULL. 9. 1/4" HARDWOOD BACK. 1o. RUBBER BASE.
10
3. ADJUSTABLE SHELF. 4. WIRE PULL.
SECT~O~II THIROIUGHIo ;?~~~(~FAD CARINFTS 06D~4002
Samples from
co I
I --.1,,,,, ,,
co I
3'-0"
B
C)
I
n
C)
m
FORMED PLASTIC LAMINATE COUNTER TOP & SPLASH (TYPICAL)c
-0 C) l.;"
--- /7 lE E} 1- -\
co 1/ LI n ---
~ ~ -,-oJ
~
ELEVAT~ONS K~TCHEN
SINK ------l-----,- I
'''-=~ I I REF, I I nln ( C)I111~~~~~=~, =,1111' Nt., 1
.u..: 'r;TI,10"1I1 ' 1 ~-- IL-_JU:U :I~~~~,!:!.~=-~-~~~~~~:rl=::J[! i i
1:=---- I: I B024 [:: i II I:Ii: : 1
': DW 11l-J1 I :
L-------J l :~~-~~:~-l
' 3" _ '16 - '1
(TYPICAL)
o
060
PPOVIDE WOOD BLOCKING 1. AS REQUIPED. ') MOVABLE SHELF. L. FIXED SHELF. 3. GROOVE INTO SIDES/F~~ 4. HARDWOOD PIVOT 7 1
DEEP (TYPICAL)
o w
o w
RROVIDE WOOD BLOCKING AS REQUIRED MOVABLE SHELF.
2. FIXED SHELF. 3. GROOVE IINTO SIDES/F~~ 4. HARDWOOD PIVOT 7 1
DEEP (TYPICAL)
o w
1. 1 1/8" BULLNOSED MAPLE TREAD, ADHERE TO CONCRETE SLAB. 2. 1/4" MAPLE PLYWOOD RISER. 3. FINISH FLOOP. 4. CONCRETE SLAB. 5. SAND FILL.
1'-0 3/4"
Samples from
3
1 1 X 3 TRIM STAIN GRADE. ') 5/8 GYPSUM BOARD. L. 1" JAMB STAliN GRADE. ~. GLAZING STOPS STAIN
GRADE.
2
2
3
1 1/4" TEMP. GLASS ') SEALANT (TYPICAL) L. X 3 TRIM STAIN GRADE.3.1 4. 1" JAMB.
Samples from
~. i X 3 TRIM STAIN GRADE. 4: 5/8" GYPSUM BOARD ..
Samples from
LL o w o UJ
D:::: o C2 W f X W
1 1-3/4" X 4-1/2" · ALUMII~UM STOREFRONT.
2 MASONRY WALL. · SEALANT EACH SIDE.3.
4. GLASS.
5. 5/8" GYR. BO:URLD A ·TION
R-11 BATT IN~ ,,' 6. METAL STUDS AT 24 O.C. 1. 0 8 CORI~ER BEA . 9 SHIM AS REQUIRED · /4" OAK WINDOW SILL.10.3
Samples from
L h><~~~~~ I
1. 1'-0" DEEP X 1'-4" WIDE CABINET WITH SHELF TOP AND PULL DOWN DOOP FROXIT.
2. 1/2" PARTICLE BOARD UXIED CHUTE WITH LACQUER (OR EQUAL) SEALER FOR SMOOTH SURFACES.
3. BOX FRAME WITH STREAM UXIE CASING MATERIAL.
4. 2 X 10 FLOOR JOISTS.
INOTE: ALL PARTS, FASTEINERS, AND MATERIALS TO BE FREE OF BURRS OR RAW SURFACES TO PREVENT SNAGGING.
CHI UTE
1'-0" DEEP X 1'-4" WIDE CABI~IET WITH SHELF TOP AND PULL DOWI~ DOOR FRONT.
2. 1/2" PARTICLE BOARD L1~IED CHUTE WITH LACQUER (OR EQUAL) SEALER FOR SM OOTH SU RF ACES.
3. BOX FRAME WITH STREAM L1~IE CASING MATERIAL.
4. 2 X 10 FLOOR JOISTS.
I~OTE: ALL PARTS, FASTEI~ERS, A~ID MATERIALS TO BE FREE OF BURRS OR RAW SURFACES TO PREVENT SNAGGING.
CHI UTE
2
L1~IE OF WALL.i 3/4" BIRCH VE~EER . RLYWOOD HAT ~HELF.
3. CHROME HANGER ROD.
1 L1~IE OF WALL. ') 3/4" BIRCH VENEER L RL YWOOD HAT SHELF.
CHROME HANGER ROD.3.
ANIO , 0"= 1 ~
3
5 4 -'T 3/4" MDF CAP. ~ 'J EXTRA 2 X 4 FOR~ L.
0 SHELF BRACKET. ~
4. LINE OF WALL BEYOND. 5 5. 1/2" SHEATHING.
7 -0.1 6. 2 X 4 X 36" HIGH STUD 0 ~ WALL @ 24" OCI ~
n 7. 1/2" GYPSUM BOARD. 8. (2) MDF SHELVES ON
7 BRACKETS EMBEDDED liN -'T THE GYPSUM BOARD.rp ~ ~ 9 2 X 6 STUD WALL - SEE 0 ~ FLOOR PLAN.
I
7
PLAIN
DIISPLAY
060-1009
SECTION
3
~ 1. 3/4" MDF CAP. 5 4 ~ 2. EXTRA 2 X 4 FOP6
CJ SHELF BPACKET. I 3. LINE OF COLUMN BEYOND.
n 4. L1INE OF WALL BEYOIND.
5 5. 1/2" SHEATHING. 7 N 6. 2 X 4 X 36" HIGH STUD
CJ -...-... WALL @ 24" O.C.I
n 7. 1/2" GYPSUM BOAPD. 8. (2) MDF SHELVES ON
7 BPACKETS EMBEDDED liN ~ THE GYPSUM BOAPD.~
7 9. 2 X 6 STUD WALL - SEE CJ
I FLOOP PLAN.
7
PLAN
DIISPLAY
060-1009
2
2
2
2
ELEVATION
1. 2 X 4 STUD WALL - SEE PLAN. 2. MDF TOP. 3. FINISHED FLOOP.
PLAN
NIICHIE
060-1011
cr)
ELEVATION
1. 2 X 4 STUD WALL - SEE PLAIN 2. MDF TOP. 3. FIINISHED FLOOR.
2
PLAN
NIIICHIE
060-1011
0 I ROOF FRAMING- ~
PLAN. ') 2 X 4 BRIDGINGL.
4 AT 4'-0" O.C. 3. 2 X 4 AT 24" O.C.
FRAMED SOFFIT. 0 4. 1/2" GYPSUM BOARD.
I 5. 1/2" PLYWOOD 10 1/2" 3 -N
SHEATHING.
-N 8. INTERIOR FRAMED
I TO 36" A.F.F.0
6 SEE PLAN
PLAN. 2. 2 X 4 BRIDGING
4 AT 4'-0" O.C. 3. 2 X 4 AT 24" O.c.
FRAMED SOFFIT. -0 4. 1/2" GYPSUM BOARD.
I 5. 1/2" PLYWOOD 10 1/2" 3 0.J
SHEATHING.
0.J 8. INTERIOR FRAMED
5 COLUMIN. 0 9. 2 X 4 AT 24" O.c.
I TO 36" A.F.F.
4 0 I
4
5
1. 4/4 X 4 PRI~IETRIM RIPPED TO CREATE INSIDE CORNER TRIM.
2. 16" 4 OVER 4 SIDING. 3. l/S" THERMOPL Y. 4. STUD FRA~IIING.
5. 1/2" GYPSUM BOARD ON INTERIOR.
COR~~ER TRIIM
2
3
4
5
4
t 4/4 X 4 PRIMETRIM RIPPED TO CREATE INSIDE CORNER TRIM
2. 16" 4 OVER 4 SIDING. 3. 1/8" THERMOPL Y. 4. STUD FRAMING. 5. 1/2" GYPSUM BOARD ON INTERIOR.
CORNIER TRIIM
ASEBOARD. UTED CASING.
ARBLE SURROUND FACIING NO FLOOR TILE. REFABRICATED GAS REPLACE. AINTEL SHELF - STAliN AME AS TRIM LASS SH EL VES. ECESSED LIGHT. OR~IICE MOLDIING. ECEPTACLES AND CATV UTLET. OSETTE.
z=:············cB) I
-'T A~
I
0
-
~
4 1/2"~ I. 1'-0 1/4" I. ~ 3/4" 2'-6" 4 3/4~ I. 1'-0 1/4" I. / H- 1/2" Cl ~ ~ ~ '1 '1 '1 ~
Cl ~
~ I.----
ASEBOARD. UTED CASING.
ARBLE SURROU~ID FACING NO FLOOR TILE. REFABRICATED GAS REPLACE. ANTEL SHELF - STAIN AME AS TRIM. LASS SH ELVES. ECESSED LIGHT. OR~IICE MOLDING. ECEPTACLES AND CATV UTLET. OSETTE.
7············(11) I
--.q- A~
I
~, FI
7. Rn
~
4 1/t'~ I. 1'-1/4" I. ~3/4" t6 4 3/4~ I. 1'-1/4" 1/H- 1/t' 0 1 1 1 1 1 1 ~
0 ~
~ I.----
FIREPLACE. 3. MARBLE SURROUND FACING
A~I D FLOOR TI LE. 4. 2 X 4 FRAMING. 5. 5/8" TYPE GYPSU M
BOARD, TAPED, TEXTURED, A~ID PAI~ITED.
6. CORINICE IMOLDING. 7. 2 X 6 STUD WALL WITH R-19
BATT INSULATION. 8. E.I FS - SEE ELEVATIONS. 9. ROSETTE.
060-1015
8 N 2. PREFABPICATED GAS
~ FIREPLACE. ~ 3. MARBLE SURROUIND FACING
5 AN D FLOOR TI LE. 4. 2 X 4 FRAMIING.
0 5. 5/8" TYPE GYPSUM~
BOARD, TAPED, TEXTURED, AXID PAIXITED.
6. CORINICE MOLDIING.
SECTIIONI
060-1015
-'T
8 ~ 1. FI~IISHED FLOOR.n 0 2. 3 5/8" METAL STUD
I BOTTOM TRACK.- ~
3. 3 5/8" METAL STUDS 7 AT 24" ON CENTER.
4. WOOD BASE COVE. en
5. 5/8" GYPSUM BOARD. 6. WOOD CORBEL WITH
5 -'T PLASTIC LAMINATE FI~IISH. ~ 7. FOLD-UP SHELF WITHn 0 PLASTIC LAMINATE FINISH.
I 8. WOOD CHAIR RAIL BEYOI~D. n
9. WOOD CLEA1 3 10. 1/2" X 12" WIDE
6 -N PLYWOOD NAILER.~ en
9 I
8 -~ 1. FINISHED FLOOR.~ n ') 3 5/8" METAL STUDI L. -
BOTTOM TRACK.~
4. WOOD BASE COVE. en
5. 5/8" GYRSUM BOARD. 6. WOOD CORBEL WITH
-~ RLASTIC LAMINATE FINISH. ~ 7. FOLD-UR SHELF WITHn 0 RLASTIC LAMINATE FINISH.
I 8. WOOD CHAIR RAIL BEYOIND. n
9. WOOD CLEA1 10. 1/2" X 12" WI DE
6 N RL YWOOD NAILER.~ en
9 I
TO ~EN· ER 4" MAX. 'r------~
B~~ij:IN
4
7
5 -
t 4/4 X 4 MASONITE. 2. UXIE OF PORCH CEILING BEYOND. 3. (3) 2 X lO's WRAPPED IN
SMOOTH MASOXIITE SIDING. 4. 3/8" SMOOTH MASOINITE SIDliNG. 5. 5/4 X 10 MASOXIITE. 6. 4/4 X 4 MASOINITE. 7. 5/4 X 5 MASONITE HAXID RAIL. 8. 2 X 4 TOP NAILER. 9 2 X 2 BALUSTERS. 10. 2 X 2 TOP SUPPORT
BETWEEN BALUSTERS. 11 4 X 4 CENTER SUPPORf 12. 2 X 4 BOTTOM NAILER. 13. 2 X 4 SUPPORT.
CD I
4 MASOI\IITE. OF PORCH CEILING BEYOND. X lO's WRAPPED liN
TH MASONITE SIDING. SMOOTH MASOINITE SIDING.
10 MASONITE. 4 MASOINITE. 5 MASONITE HAND PAIL. TOP INAILER. BALUSTERS. TOP SUPPORT
EN BALUSTERS. CEINTER SURRORT. BOTTOM NAILER. SURRORT.
(5; cp \1/
(6)//~ 2. LINE 3. (3) 2
SMOO 4. 3/8" 5. 5/4 X 6. 4/4 X 7. 5/4 X 8. 2 X 4 9. 2 X 2
5 1/2" CEN TER 10. 2 X 2 TO CEXI ER BETWE
4" MAX. -, f------<f-
11. 4 X 4 B~~~IN 7 12. 2 X 4
13. 2 X 4
f-- - f-- - - - f-- -
" "(13) \11) 10 (1~)
8
5
4
3
2
9
1, [I F.S. - SEE ELEVATIONS FOR SRECIFICATIONS. 2. 5/4" X 3 1/2" HARDBOARD TRIM - RAIINTED. 3. 1 X 8 HARDBOARD TRIM - RAINTED. 4. 5/4" X 5 1/2" HARDBOARD TRIM - RAIINTED. 5. 5/4" X 1 1/2" HARDBOARD TRIM - RAINTED. 6. COINTINUOUS BEINT METAL BLOCKIING. 7. 5/8" A.RA RATED ROOF DECK. 8. ROOF SHINGLES BEYOND - SEE ELEVATIONS FOR
SRECIFICATIONS. 9. HAINDFRAME - SEE FRAMIING RLAIN.
DORMERS
060-1018
8
5
4
3
2
9
1. EJFS - SEE ELEVATIONS FOR SPECIFICATIONS. 2. 5/4" X 3 1/2" HARDBOARD TRIM - PAINTED. 3. 1 X 8 HARDBOARD TRIM - PAIXITED. 4. 5/4" X 5 1/2" HARDBOARD TRIM - PAINTED. 5. 5/4" X 1 1/2" HARDBOARD TRIM - PAIXITED. 6. CONTINUOUS BENT METAL BLOCKING. 7. 5/8" A.PA RATED ROOF DECK. 8. ROOF SHINGLES BEYOND - SEE ELEVATIONS FOR
SPECIFICATIONS. 9 HANDFRAME - SEE FRAMING PLAN.
DORMERS
060-1018
5/8" TYPE GYPSUM BOAPD, TAPED, TEXTURED, AND PAINTED,
2, METAL TRIM, 3. BOX BEAM AS PEQUIRED - SEE FRAMING PLAN. 4, BALUSTER. 5, 1 1/2" X 2 1/2" SOLID OAK HANDRAIL, 6, SOLI D OAK SH OE. 7. SHOE FILLER. 8. 3/4" A.P.A. RATED FLOOR DECK. 9, FLOOR JOISTS - SEE FRAMING PLAN, 10. 2 X 2 BLOCKING. 11. BOXED STRINGER. 12. r X 3/4" WOOD FILLER. 13, 2 X 12 TREAD WITH OPEN RISER,
060-1019
1. 5/8" TYPE GYPSUM BOARD, TAPED, TEXTURED, AND PAINTED.
2. METAL TRIM. 3. BOX BEAM AS REQUIRED - SEE FRAMING PLAN 4. BALUSTER. 5. 1 1/2" X 2 1/2" SOLID OAK HANDRAIL. 6. SOLI D OAK SH OE. 7. SH OE FI LLER. 8. 3/4" APA. RATED FLOOR DECK. 9. FLOOR JOISTS - SEE FRAMING PLAN. 10. 2 X 2 BLOCKIIN G. 11 BOXED STRINGER. 12. r X 3/4" WOOD FILLER. 13. 2 X 12 TREAD WITH OPEN RISER.
SECTION AT STAIRWAY
9.
') X 8 WOOD RAIL CAR. 1. 3/4" OX14" LONGSiEEL 2. ROD SET IN EROXY BED.
1 X 4 FIXIISHED WOOD CAP. DRYWALL 'J' CLIP WITH BEDDED EDGE OUT FOR FEATHERING DRYWAL,~.
') X 4 STUDS AT 16 O.c. 5. 1/2" GYPSUM BOARD. 6. 2 X 4 BOTTOM PLA~. 7. /4" TONGUE AND GROOVE 8. ~LOOR SHEATHING.
2 X 10 FLOOR JOISTS.
8
r---
'J X 8 WOOD RAIL CAP. 'J 3 4" rfJ X 14" LONG STEELL.
P~D SET liN EPOXY BED.
-.q-
~
-0
~ -n
n
L/'J" GYPSUM BOARD.6. ~ ~ 4 BOTTOM PLATE.7. 3/4" TOINGUE AND GROOVE
8 8.
FLOOR SHEATHING.
~
0 ~
"(3) 1 PORCH COLUMN BEYOND. 2. 4/4 X 5 MASONITE HANDRAIL. 3. 2 X 4 TOP INAILER - ROUTE 1/2"
FOR BALUSTER. 4. 2 X 2 BALUSTER. 5. 2 X 4 BOTTOM NAILER. 6. 2 X 4 SUPPORT.
CD 7. CONCRETE PORCH - SEE~ ~ 4 FOUXIDATIOIN PLAN. .q-
I
N
n
1. PORCH COLUMN BEYOND. 2. 4/4 X 5 MASONITE HANDRAIL. 3. 2 X 4 TOP INAILER - ROUTE 1/2"
FOR BALUSTER. 4. 2 X 2 BALUSTER. 5. 2 X 4 BOTTOM NAILER. 6. 2 X 4 SUPPORT. 7. CONCRETE PORCH - SEE
FOUINDATION PLAN.
n u
/
1. 8" ~AS02N5RYGAWA~I~RRING CHA~I~IELS 7/8 X . " 0 C
2. @ 24" O.C. FASTEN 16 ..
ALTERN~TING SIDE~ENSITY FIBERBOARD 3. 4" & 8 DMINEGDIUOMR COMROSITE SIDING
WOOD SI, N
AT CONTRACTORS °6T~~IM (ADJUST FOR1-3/4" (MIN) WOO . 4. SIDING THICKNESS).
1/2" (MIN) WOOD IRIM.5.
Samples from
"
1 8" ~ASOINRY WA~0'RRING CHA~I~IELS 2, 7/84"X 02C5 ~~'STEN 16" O,C
@ 2 "
A,~TERN~IING S~E~ENSITY FIBERBOARD 3. 4 & 8 MINEGDIUOR COMPOSITE SIDINGWOOD SID, N
AT CONTRACTORS OPT+~IM (ADJUST FOR 1-3/4" (MIN) WOOD
4, SIDING THICKNESS) . 1/2" (MIN,) WOOD rRIM,5,
o CORNER TRIIM , 0"1/2" = 1 ~ 060 1022
Samples from
5
4
6
8
7
3
1. ALUMINUM STOREFRONT FRAME. 2. 6" METAL STUD WALL. 3. CEMEINT STUCCO SYSTEM 4. SILlCO~IE SEALANT. 5. 5/8" GYPSUM BOARD. 6. GLAZING.
7. DECORATIVE MOLDING. 8. FLUTED CASIING. 9. WOOD SHIM 10. 5 1/4" X 3/4" WOOD SILL (BY TEINMIT),
PAINT GRADE. 11. CO~ITIINUOUS 2 X 6 WOOD BLOCKING.
SIILL
060-1023
5
4
6
8
7
3
1. ALUMINUM STOREFRONT FRAME. 2. 6" METAL STUD WALL. 3. CEMENT STUCCO SYSTEM 4. SILICOXIE SEALAINT. 5. 5/8" GYPSUM BOARD. 6. GLAZING.
7. DECORATIVE MOLDING. 8. FLUTED CASIING. 9. WOOD SHIM 10. 5 1/4" X 3/4" WOOD SILL (BY TEINANT),
PAIXIT GRADE. 11. CONTIINUOUS 2 X 6 WOOD BLOCKING.
SIILL
060-1023
1 CMU WALL. . rTUCCO ON CMU
2. ~HAPED PIGID FOAM 3. STUCCO ON LATH 4. rLOPE TO DRAIN, APPLY 5. (3) COATS WATER SEAL.
PLYWOOD SHEATHING. 6. SHAPED 2 X NAILER.7.
o EXTERIIOR , 0"1 1/2" = 1 ~
TRIIM
C'HAPED RIGID FOAM.3. ~TUCCO O~I LATH.
3
4.
0
I
TRIIM
7 r::r:: LU r::r:: :::::J f- U <C LL :::::J :z
C) <C :z ::2
8 :z
4 :::::J r::r:: a a LU r::r:: > >-
r::r:: :z
-~ a en
HEAD CO~IDITION SIMILAR
1. 8" MASO~IRY WALL. 2. 5/8" GYPSUM BOARD OVER 1/5/8" 'z'
FURRING STRIPS AT 24" OC 3. 3/4" THICK HIGH DE~ISITY FIBERBOARD
TRIM - PAINT TO MATH WI~IDOW FRAME. 4. SILICONE SEALANT.
5. 3/4" BIRCH SILL, STAII~ AI~D SEAL. 6. WOOD SHIMS. 7. SINGLE HUNG ALUMINUM WI~IDOW.
8. 1/2" THICK BIRCH JAMB - STAIN AND SEAL. 9. 3/4" BIRCH JAMB CASING - STAIN A~ID SEAL.
WI] ~~ DOW JAMB
::::J Z
CJ « Z =:> Z:::r:: ~f:= 05 :::r:: > CJ ~ ::::JC2 Ow D:::: >
Z W D:::: o > D::::
" 6'T(fJ 1«
-n =:>
1. 8" MASOI\IRY WALL. 2. 5/8" GYRSUM BOARD OVER 1/5/8" 'z'
FURRING STRIRS AT 24" O.C. 3. 3/4" THICK HIGH DENSITY FIBERBOARD
TRIM - PAI~IT TO MATH WII\IDOW FRAME. 4. SIUCO~IE SEALA~IT.
5. 3/4" BIRCH SILL, STAII~ AI~D SEAL. 6. WOOD SHIMS. 7. SINGLE HUNG ALUMINUM WINDOW. 8. 1/2" THICK BIRCH JAMB - STAIN MID SEAL. 9. 3/4" BIRCH JAMB CASING - STAIN AND SEAL.
WIINIOOW JAMB
~'. 1//' PI R~ETrfp~~~D O~~OD BLOCKING.
3. ~/~" 4H~IRDBOARD SPACER PAINTED
4. FLAT BLACK. LL CAP WITH PLASTIC MILLWOPK WA
5. LAMINATE FINISH. 3 S/S" METAL STUD WALL.6.
o WALL 1/2" =
5
1/4"
6
~1/4"
2
1. 5/S" GYPSi~E:iE~R~SB OR PLYWOOD. 2. 1/2" FIRE EATED WOOD BLOCKING.
3. f/~" 4H~I~~B6~RD SPACER PAI~ITED 4. FLAT BLACK. LL CAP WITH PLASTIC
MILLWORK WA 5. LAMINATE FINISH.
3 5/S" METAL STUD WALL.6.
o WALL 1/2" =
1 X 8 TRIM, PAINTED.
2. 2 X 4 TRIM PAIINTED. PAINTED. /4" X 5 1 TRIM,
3. ~XTERIOR FIXIISH SYSTEM - SEE 4. SPECIFICATIONS.
5. BASEBOARAO "RIRAITME'O FLOOR SHEATHING.3/4" AP .
6. RC-1 CHAXINELS'YPSUM BOARO, TAPED,7. /8" TYPE G 8. ~EXTURED, AXIO PAII\ITED.
TRIIM
3
8
6
1 1 X 8 TRIM, PAINTED. 2 X 4 TRIM PAIINTED. ED
2. /4" X 5 1 TRIM, PAINT C'. 3. 5 H C'YC'TEM _ ~EEEXTERIOR FINIS ~ ~
4. C'pECIFICATIONS.
5. ~ASEBOARD TRITMED FLOOR SHEATHING.3/4" APA. RA
~. RC-1 CHAN~X~LSG·YPSUM BOARD, TAPED,5/8" TYPE 8. TEXTURED, AIND PAIINTED.
TRIIM
FELT
TRIM - PAI~ITED~ f----
FILL AND PAINT c----
DETAIIL 06D~600~11
6002060
1. 8" ~ASONSRYGAWA~I~RRING CHA~I~IELS2 7/8 X2. " 0 C . @ 24" O.C. FASTEN 16 ..
ALTERN~TING S~E~ENSITY FIBERBOARD 3. 4" & 8 MINEglUOR COMROSITE SIDING
WOOD SID, TION
AT CONTRACTORS 0; TRIM (ADJUST FOR1-3/4" (MIN) WOO . 4. SIDING THICKNESS).
1/2" (MIN) WOOD IRIM.5.
')
7/8 X L5. " 0 CL. 4" 0 C FASTEN 16 ..@ 2 .
<1 •
2 d
<1
WOOD SIDING, TION
AT CONTRACTOPS 0; TRIM (ADJUST FOR4. 1-3/4" (MIN) WOO SIDING THICKNESS) .
5. 1/2" (MIN.) WOOD [RIM. 3
o CORNER TRIIM , 0"1/2" = 1 ~ 060 6002
Samples from
Samples from
I 06D~
Samples from
I 06D~
Samples from
OK
VISIBLE FIBER, HEAD SET
OK
3
- SEE STRUCTURAL.5/8" ROOF DECK ('ULATION. 10" FIBERGLASS BA T~~~~S @ 24" OC 6" X 18 GA. METAL ..:J OVER-FRAMING @ ROOF. "
6" CONTINUOUS :,RACi' CHAXINELS @ 24 O.C. COXITINUOUS" ~/8 H('AUM EXTERIOR SHEATHING./8" TYPE X GYP..:J ~" RIGID INSULATION.
SYNTHETIC STUCCO. (' MOLDING WITH PAIXITED('IMULATED WOOD FA..:JCIA
~IINISH SILICOXIE SEALANT OVER CONTINUOUSCOXITINUOUS 10. FOAM BACKER ROD.
1 2.
Samples from
-'T 6 3" CONCRETE OVER FLOOR DECK,1.
SLORE AWAY FROM DOOR 1/S" RER FOOl
2 2, WIDE FLAINGE BEAM - SEE STRUCTURAL,
9 3, CONTINUOUS 7/S" HAT CHANNELS @ 24" O,C, 4, 5/S" TYPE "X" GYPSUM EXTERIOP
10 SHEATHING, 5, 1" PIGID INSULATION,
N 6, SYNTHETIC STUCCO,n I
I N 7, COXITINUOUS SILICOXIE SEALAINT OVERN
~~>'''' ~
CON~NUOUS FOAM BACKER ROD, S, SUSPEXIDED 1 1/2" BLACK IRON CHAIXIXIELS
5 @ 4S" OC, 9, SYXITHETIC WOOD FASCIA MOLDING WITH
PAINTED FINISH 10. 9 GA,GALVAXIIZED HANGER WIRE @ 4S"
OC, EACH WAY 11. COXITINUOUS 22 GA, GALVAXIIZED FLASHING
WITH DRIP EDGE, SEAL UINDER DRIP EDGE AXID AT INTERLOCKING HEM WITH CONTINUOUS SILICOINE SEALAINT BEAD,
4 9 12, 3 5/S" X 1S GA, METAL STUDS @ 24" O,C
7 3 5/S" 6
(7\ 3 2'-0"
I I I I I I I I I I I I I I I I I I I: ' I I I I I I I I I I I I I I I I I I .'\~
0
(l( I I -··························(5) n u
1, GLU-LAM BEAM NOTCH TO RECEIVE TOP PLATE 2, SIMRSON ST24 STRAR TIE WITH 18 16d NAILS, 3, DOUBLE TOP PLATE. 4, SIMPSON H2,5 HUPRICANE TIE. 5, 2X STUD,
TO BEAM 06A~600~11
Samples from
NOTE: PROVIDE THE REQUIRED POST WHERE HOLD-DOWN ANCHOR OCCURS.
CO~~~~ECTI]O~~S
3/4" PLYWOOD SUB FLOOR
/ NAILS @ 12" O.C. MIN
NAIL BOT. SILL PLATE TO SUB FLOOR W/ 16d NAILS @ 6" O.C.
" ~16d I~AILS @ 12" O.c. NAIL
THRU LOWER PLATE INTO FLOOR JOIST
GYPSUM BOARD~
WALL BASE
5/8" TYPE
2 X 4 DOUBLE TOP PLATES
TO 1'~O"
v
1. 2"X4" WOOD STUDS @ 16" OC 2. 5/8" GYPSUM BOAPD BOTH SIDES.
WALL 06A=6004
1 3 1/2" MINERAL FIBER BATT INSULATION
2. 2 X 4 WOOD STUDS @ 16" OC 3. RC-1 CHANNELS @ 24" OC 4. S/S" TYPE GYPSUM BOARD
MOISTURE RESISTAINT OIN BATH SIDE.
O ~J~_H_IO_U_R_D_E_M_II_S_11~_~G_W_A_L_L_
Samples from
:3
4
1. 3-1 /2" BATT INSULATIOIN. 2. 2" X 4" WOOD STUDS @ 16" O.C. 3. 1/2" AC 1 CHANXIELS @ 24" O.c.
OXIE SIDE. 4. 5/8" TYPE GYPSUM BOAPD
EACH SIDE. 2
Samples from
16" O.C. 2. 5/8" TYPE GYPSUM
BOARD EACH SIDE. (MOISTURE RESISTANT ON BATH SIDE)
O ~J~_H_]O_U_R_I]_~~_T _ER_~_O_R_W_A_L_L_
3" = 1'~O" 06A~6007
Samples from
1. 3 1/2" BATT INSULATION 2. 2" X 4" WOOD STUDS
16" O.C. 3. (2) LAYERS 5/8" TYPE
"X" GYPSUM BOARD EACH SIDE.
3
Samples from
4
5
5/8" GYPSUM BOARD 'I MASONRY WALL L SOLID WOOD SHIM 3. CAULK BOTH SIDES 4. OF WINDOW FRAME
EXTERIOR COATIING OIN 5. 1 1/2" POLYSTYREN,~
INSULATIOIN OIN 5/8 EXT GYPSUM SHEATHING ALUMINUM WINDOW FRAME.6.
3
COX PLYWOOD SHEAR WALL INSTALLED W/ LOING DIMENSION ACROSS STUDS. STAGGER VERTICAL JOIXITS
WALL FRAMING
LEA VE 1/4" GAP @
EDGES &1/8" GAP @ EI\IDS UXILESS OTHEPWISE REC OMMEI\IDED BY MANUFACTURER
<J
:.
10d NAILS @ 6" O.C. AT EDGES Ll '. <J & SEAMS AXID 10d NAILS @ 12"
Ll O.c. IN FIELD U.N O. ON SHEAR c:l <J
.. WALL SCHEDULE <J
SIDliNG MATERIAL
PANEL SHEATHING USED AS CORNER BRACING W/ LONG DIMENSIOIN PARALLEL TO STUDS
Samples from
2 3
5 1, ASPHALT SHII~GLES ON (1) LA YEP OF #15 FELT ON 1/2" AP.A PATED POOF SHEATHING.
"'(i) 2. PRE-ENGINEERED, PRE-FABRICATED
ROOF TRUSS - SEE FRAMING PLAN. 3. 2 X BLOCKING. 4. 3/8" ROUGH SAWN PLYWOOD AT
19
~ SOFFITS.
6. 8" HARDBOARD LAP SIDING - 7 COLOR LOCK OR EQUAL.
7. 5/4" X 3 1/2" HARDBOARD TRIM - 17 PAINTED.
8 8. WIXIDOW WITH 'L' FLASHING AT TOP
(TYP) - SEE WINDOW SCHEDULE. 9. 2 X 6 STUD WALL @ 16" O.C. 10. R-19 FIBERGLASS INSULATION.
(16) " " 11 (2) 2 X 10'S.
15 7 12. (2) 2 X 6'S. 13. 1/2" GYPSUM BOARD. 14. 2 X 10 FLOOR JOISTS @ 16" O.C. 15. 3/4" A.PA RATED FLOOR SHEATHING.
9 16. 1/2" WAFER BOARD.
= 17. (3) 2 X 12'S WITH 1/2" FLITCH PLATES HEADER.
11 18. (2) LAYERS OF 5/8" TYPE GYPSUM BOARD.
19. R-30 CEILING INSULATION. 10
14 13 9
f-f
f-f-
STAGGEPED
~~)I:MPSOIi A34'S~"'~ x X TRIMMERS (NOTE USE (7) TRIMMER' WHEN SPAN EXCEEDS WHEN SPAN IS 8'-0" OR MORE, UNO.) 8'-0"
/ (2) 7 X TOr [LATES
I-------~--____I r--------------I
WHEI~ SPAN EXCEEDS 8'-0"
Samples from
16d'S @ 12" O.C. STAGGERED~ TYRICAL
STIUD WALL AT
Samples from
(10) 16d'S STAGGERED AT EACH--~ SIDE OF TOP PLATE SPUCE
4'-0" MIN LAP
I I I
1 1/2" MIN
IT I I I I I I I I I I
I I I I I I I I I I
n u
n u
n u
2 X STUDS @ 16" O.C. OP WII\IDOW MULUONS
TYPICAL NAILED SPUCE APPLIES WHEN NO OTHER SPLICE IS INDICATED.
NOTE: SPUCE PLATES ARE OVER STUD OR MULLIOIN. SIMPSON ST6236 MAY BE USED IN LIEU OF NAILING AS II\IDICATED ABOVE:
PLATE SPLIICE 06A~60~114
Samples from
EDGE NAIL SHEATHING TO HOLDDOWN CHORDS AND TO TOP PLATES
CONTINUOUS DOUBLE TOP PLATE
SCHEDULE
NOTES: ~NTAIIN 3/8" MIN EDGE
DISTANCE FROM PLYWOOD SHEATHING TO NAILS.
2. EDGE NAILIING TO BE APPLIED TO ALL PANEL EDGES. REQUIRED NAILIING.
4. PLACE FACE GRAIN OF PLYWOOD HORIZOXITAL.
5. FOR NOIN-BEARING WALLS, USE SINGLE KING STUDS.
SHEAR
1. 7/16" WAFERBOARD SHEATHING. 2. FIBERGLASS T-LOCK SHINGLES
ON 15 LB. FELT. 3. 2 X 2 BLACKING. 4. 26 GA. GALVANIZED IRON
GUTTER AND DOWNSPOUT WITH 60" TILTOUTS.
5. 12" TEXTURED HARDBOARD SOFFIT MATERIAL.
6. 2 X 6'S @ 16" DC 7. 1/2" 0 X 10" ANCHOR BOLTS @
6' -0" D.C. AND AT ALL CORNERS 10 AND JOINTS, A MINIMUM OF (2)
PEP PIECE WITH (3) 2 X 6 SILL RLATES.
8. WATERPROOFING - INSTALL PER MANUFACTURER'S SRECIFICA TIONS.
9. 4" PVC DRAIN PIPE IN GRAVEL.
S 10. 4" CONCRETE SLAB. 11. 2 X 10'S @ 16" D.C. 12. 3/4" T & G PLYWOOD - GLUE
ANO NAIL TO JOISTS. 13. R-13 INSULATION. 14. 1/2" GYPSUM BOARD. 15. (2) 2 X lO'S WITH 1/2" FLITCH
PLATE.
Samples from
2 X 2 BATTENS
- CLAY ROOFING TILES
WOOD SHII~GLES WITH WATERPROOF UNDERLAYMENT PER MANUFACTUREP'S SPECIFICATIOI~S
SH]I]~IGLES
26 GA. METAL \ DRIP EDGE
~~~~~F~
2 X 8 ROUGH SAWN FASCIA WITH 1 X 3
TRIM PIECE
@ BEAM 06A-6021
Samples from
1/2" OSB.
BLOCKING @ BAYS
'L' MOLDING
STUCCO SYSTEM
GIRDER TRUSS
~,-.~~ R-13 INSULATION
602206A DOW~~
ON 1" E. PS FOAM OVER 15# FELT
/2" GYPSUM BOARD
SIMPSON H2.5 HANGER
602306A TRUSSGABLE E~IDo 3/~" = 1 '-0"
Samples from
---2 X RIDGE BOARD
EVERY OTH~ RAFTER
Samples from
l ,/DOLIBLE TOP PLATE
wi (2) 16d INAILS @ STUD TO PLATE
PLATE SPLIICE
Samples from
2 X BLOCKING-~
1/2" GYPSUM BOARD
1/2" GYPSUM BOARD
SIMPSOI~ H2.5 TIE
~3/4" TONGUE AI\ID GROOVE PLYWOOD GLUED AND NAILED WITH RING SHANK NAILS
FLOOR JOIST
MANUFACTURER'S SPECIFICATIONS
FRAMI]~~G
-2 X TREADS
---1-------,- NAILS AT EACH STAIR STRINGER
STAIIR DETAIIL , 0"3/4" = 1 ~
(3) 16d RIING-SHANK NAILS MINIMUM AT EACH STUD
o
mUSSES @ 24" O,C, --~
BOTTOM CHORD OF TRUSSES
1/2" GYPSUM BOARD
~~O~~~BEARI]~~G
DOUBLE 2 X TOP PLATE
5/8" STUCCO OVER WIRE MESH ON 1" E.PS FOAM OVER 5/8" TYPE SHEATHING
5/8" TYPE GYPSU M BOARD ON 2 X 4 @ 16" O.c.
3" THERMAFIBER
(2) LAYERS 5/8" TYPE GYPSUM
BOARD
5/8" TYPE GYPSUM BOARD ON 2 X 4 @ 16" O.C.
3" THERMAFIBER
3/4" 'GYP-CRETE' OVER 3/4" TONGUE AND GROOVE OSB.
5/8" STU CCO OVER WIRE MESH ON 1" E.PS FOAM OVER 5/8" TYPE SHEATHING
16" DEEP U.!. FLOOR JOISTS @ 24" OC, MAXIMUM
BOARD
WALL 06A-6034
Samples from
1/2" GYPSUM BOARD
1/2" EXPANSIOIN JOIINT
:::z CDC;::
-'I.------'k-~~~~'c~~~~~~--____'k_'
5/8" STUCCO ON WIRE MESH OVEP 1" E. PS FOAM
ON 15# FELT
6"
1'-4"
NOTE: SEE FLOOR PLAIN FOR SHEAR WALL LOCATIOINS A~ID INAILING
WALL FOOTII~~G
ce: <C W ---l U 1'-0"
1/2" GYPSUM BOARD
(1) #4 REBAR, CONTINUOUS
FOAM Ol~ 15# FELT
4" CONCRETE SLAB OVER 4" A. B. C. FI LL
FOOT[I~~G
1/2" GYPSUM BOARD2 X STUDS @ 16" O.c.
C'IMPSOI~ H2.5 TIE ~T EACH STUD
16"
PLATE WITH A2N,~HOOCP OII~T 2 X nOI TS @ 7 .. 1/2'. EXPANSION •
o "1" = 1'~O
-1/2" GYPSUM BOARD
4" COIN CRETE SLAB 4" ABC FILLOVER ..
Samples from
ON METAL/ 8" STUCCO 5 " EPS FOAM
LA TH OVERA~ERS 15# FEI_TAIND (2) L
o W f-- U <C ~
::2 o U
SEE FOUNDATION PLAN
1~O~O~T~~N~G~~~G~W~A~L~L~_]TI~_6040@ BEAR~r\~O "3/4" = 1'~O
Samples from
2 ') ROOF DECKING.L.
3 4. DOUBLE TOR RLATE. 5. 2 X 4 RETURN.
4 6. 3/4" FASCIA. 7. 2 X FASCIA 8. 1/4" RL YWOOD SOFFIT.
6 9. 1 X FREIZE BOARD. 10. INSULATION BOARD. 11. AIR SRACE. 12 BRICK WITH BRICK TIES RER
7 MANUFACTURER'S SRECIFICATIOINS.
12 20 19 48" O.C. 15. FIINISHED GRADE.
15 16. (4) #4 REBARS ALL IN SOLID FOOTING 3" OFF BOTTOM.
17. TYRICAL 4" CONCRETE ROST, 4'-0" O.C. UXIDER
CJ
LOAD-BEARIING WALLS. 18. COMRACTED EARTH FILL. 19. 1" STYROFOAM WITH 6 MIL
17 VAROR BARRIER. -'T 20. 4" CONCRETE SLAB, 3,000 RSI.
I WITH 6" X 6" 10 GA. X 10 GA.N
CJ WELDED WIRE FABRIC. I 21. 1/2" GYRSUM BOARD.- ~
WALL SECTIIO~~
BEAM @ TJII
2 2
4 3
WALL RERREI~DICULAR TO STIFFEI~ERS WALL PARALLEL TO STIFFEI~ERS
NOTE: AT SIMILAR CONDITION USE DIAGONAL BLOCKING IN SUR/L26 HANGERS.
1 2 X 6 STIFFEXIER. 2. POOF DECK, SEE ARCHITECTURAL. 3. (4) #12 X 11/2" SCREWS. 4. Iv1ETAL STUD FRAMING. 5. 2 X 6 BLOCKING. 6. SIMPSOI~ F26N HAI~GER, OR EQUAL
CO~I~~ECTI]ON
. /" .12 )
SHEAR WALL - SEE SCHEDULE. 3. WALL CHORD MEMBER - SEE
12 SHEAR WALL SCHEDULE.
PROVIDE TIES AT EACH END. 5. FLOOR JOISTS - SEE PLAN
3 6. 2 ~ STUDS AT 16" O.C. AT ALL SHEAR WALLS.
7. SILL PLATE AND ANCHOR BOLTS
4 PER SCHEDULE. 8. HOLDOWNS AT EACH END OF
SHEAR WALL.
PER PLAN 10. DOUBLE STUD OR COLUMN - SEE
PLAIN. 11. OPENING.
12
6
9
/" /" (2) 1. DIAPHPAGM BOUNDAPY NAILING. ') GYPSUM WALLBOARD OR PLYWOODL.
SHEAR WALL - SEE SCHEDULE. 3. WALL CHORD MEMBER - SEE
SHEAR WALL SCHEDULE.
PROVIDE TIES AT EACH END. 5. FLOOR JOISTS - SEE PLAN
3 6. 2 X STUDS AT 16" O.C. AT ALL SHEAR WALLS.
7. SILL RLATE AND ANCHOR BOLTS
4 RER SCHEDULE. 8. HOLDOWNS AT EACH END OF
SHEAR WALL. 9. FOOTING SIZE AND REINFORCING
~ PER PLAN. 10. DOUBLE STUD OR COLUMN - SEE
RLAIN.
6
9
ELEVATIIONI
06A-6044
2 X 6 WOOD STUD WALL. 1 CULTURED STONE VENEER. 2. CULTURED STOXIE LEDGE.3.
4. CAULKING. AI~IZED METAL FLASHII~G. 5. 24 GAUGA~DG~~6ING OR STUCCO.6. HARDBO ..)
1/2" GYPSUM BOARD. ~: 1/2" SHEATHING.
7
o
3
2
Samples from
7
8
3
2
2 X 6 WOOD STUD WALL. ~. CULTURED STONE VENEER. L. CULTURED STONE LEDGE.3.
4. CAULKING. AXIIZED METAL FLASHIING.
5. ~1R~~~~~DG~~6ING OR STUCCO. 6. 1/2" GYPSUM BOAPD. ~. 1/2" SHEATHING.
o STONIE LEDGE , 0"1/2" = 1 ~ 06A 6045
Samples from
iT~ON6 ~~~I~ WALL AT 16"
7. ON r,rNTr~ DOUBLE 3 (3) 2 X 6 S AT ('J) AT SINGLE.
GARAGE DOOR, L
4. 1/8" THE~~~6~~E SIDING. 5 SMOOTH GE DOOR 6 SECTIONAL G:~~WARE _ SEE
TRIM AND H DOOR SCHEDULE.
4 MASONliE. 7. 4/4 X MASONITE. 8 5/4 X 10 RETE DRIVEWAY.. EDGE OF COINC9
j~O~RrN~ERt~G~AillRAA~GE~~]TI~_6046TRIM A "o 1 1/7" = 1'-0
Samples from
5
2
DA TIOI~ STEMUI~E OF FOUI~ SEE FOU~ID- WALL BELOW -
ATION PLAI6·WALL AT 16" 2 2 X 6 STU
. Ol~ CENTE~ DOUBLE 3 (3) 2 X 6 S AT ('J) AT SII~GLE.GARAGE DOOR, L
" THERMOPLY 4. 1/8. MASOI~ITE SIDII~G. 5 SIMOO iH GE DOOR 6 SECTIONAL G;~~WARE _ SEE
TRIM, AI~D H DOOR SCHEDULE.
4 MASONITE. 7. 4/4 X MASO~IITE. 8 5/4 X 10 RETE DRIVEWAY.. EDGE OF COI~C9.
CCRO~RrN~E~~G~AiliR~AG~E~~TI~~_6046-.IRIM "o 1 1/2" = 1'-0
Samples from
ABOVE ATO~C'BRACING AT2 X 4 CR ..)..)
I 24" O.C OF SOFFIT AT 8'-0' 4. BOTT~M FINISHED FLOOR .. C'
ABOV OC'C'BRACING A..)2 X 4 CR ..)..) 5 REQUIRED F,F
6. 1/2" GYP IL
SEUR MF~~AGYPSUM') X INA
7. BQARD ON Q~~C~UT WIT, 8. 1/2" PLYSW TO FOPM ARCH6" RADIU
') X 4 FRAlvIIING. ) COlllMN9. L" " (FPAMED ~,10 12 X 12 /2" GYPSUM. WRAP WI rH 1 BOARD.
o INT[r~IOr~~ COLUMN~
"1" = 1'~O
TOP OF SOFFIT AT 10'-0" ABOVE FII~ISHED FLOOR.
2. 2 X 4 NAILEP TO TRUSS ABOVE AT 24" OC.
3. 2 X 4 CROSSBRACING AT 24" O.C.
4. BOTTOM OF SOFFIT AT 8'-0" ABOVE FII~ISHED FLOOR ..
5. 2 X 4 CROSSBRACING AS PEQUIRED.
6. 1/2" GYPSUM BOARD. 7. 2 X I~AILER FOR GYPSUM
BOARD ON ARCH. 8. 1/2" PLYWOOD CUT WITH
6" RADIUS TO FORM ARCH 9. 2 X 4 FRAf/III~G.
10. 12" X 12" (FRAMED) COLUMN, WRAP WITH 1/2" GYPSUM BOARD.
IINITERIIORo ;::~~~(~ NS ANID SOFFIIT
MASO~ ~
2. TllrRMOPI Y. ""IOc
R-13 BATT INSULAC'IEE ELEVATIONS.~. EXTERIOTRLIDTR(~~L~ ~EIGHT _KING S 5. PI ATI TO PI A~6ARD 6. 1/2" GYPS~~ANI~EL WITH 2 X 4 7 C5 X 6.7 TO KING . INSIDE ATTAf/Hi,p X 3 1/2" LAG
sTim WI III " 0 C : LAG BOLTS @C'18 DS (PLATE TO HEADER.('J) TRIMMER ~ TU
8 L • " Air. IIF FOP WALLS ABOVE 10 -0 .
NOTE: TO 20'-0" A.F.F.
liliY~PlltC~AL~L.lF~RAAMM~II~~~G=TI£7\_ 6048HIIIGHI WALo 1 1/7" = l' -0"
Samples from
MASO~II rE .:J
KING STUD 5 PI ATf TO PI ATf) 0
/ 2" GYPSUM BOAR .. H 2 X 4 6. 1 67 CHANINEL WI r 7 C5 X. HED TO KING . INSIDE ATTAC/ " X 3 1/2" LAG
STUD WITH 3 8" C )
LAG BOLTS @ 18 SO(PLA TE TO HEADER.8 (2) TRIMMER STUD
. , 0" A F.F. UPFOR WALLS ABOVE 10- . NOTE: TO 20'-0" A.F.F
604806A FRAMIIINIG
Samples from
0 I ROOF FRAMING- ~
PLAN. ') 2 X 4 BRIDGINGL.
4 AT 4'-0" O.C. 3. 2 X 4 AT 24" O.C.
FRAMED SOFFIT. 0 4. 1/2" GYPSUM BOARD.
I 5. 1/2" PLYWOOD 10 1/2" 3 -N
SHEATHING.
-N 8. INTERIOR FRAMED
I TO 36" A.F.F.0
6 SEE PLAN
PLAN. 2. 2 X 4 BRIDGING
4 AT 4'-0" O.C. 3. 2 X 4 AT 24" O.c.
FRAMED SOFFIT. -0 4. 1/2" GYPSUM BOARD.
I 5. 1/2" PLYWOOD 10 1/2" 3 0.J
SHEATHING.
0.J 8. INTERIOR FRAMED
5 COLUMIN. 0 9. 2 X 4 AT 24" O.c.
I TO 36" A.F.F.
4 0 I
4
5
1. 4/4 X 4 PRI~IETRIM RIPPED TO CREATE INSIDE CORNER TRIM.
2. 16" 4 OVER 4 SIDING. 3. l/S" THERMOPL Y. 4. STUD FRA~IIING.
5. 1/2" GYPSUM BOARD ON INTERIOR.
COR~~ER TRIIM
2
3
4
5
4
t 4/4 X 4 PRIMETRIM RIPPED TO CREATE INSIDE CORNER TRIM
2. 16" 4 OVER 4 SIDING. 3. 1/8" THERMOPL Y. 4. STUD FRAMING. 5. 1/2" GYPSUM BOARD ON INTERIOR.
CORNIER TRIIM
2 1. 2 X 6 STUD WALL WITH R-19 BATT
INSULATION AND 1/2" GYPSUM BOARD INTERIOR.
2. STUCCO ON WIRE LATH AXID 30# BUILDING PAPER OVER 7/16" WAFER BOARD OR 1/2" FOIL BACKED SHEATHING.
3 3. 2 X 12 ROUGH SAWN HEADER, STAIXIED, BACK INAIL HEADER.
4. (3) 2 X 12 HEADER. 5. WINDOW - SEE SPECIFICATIONS.
4 6. L1XIE OF WALL BEYOXID.
k'-+-----I 5
HIEADER 06/\-6051
Samples from
2 1. 2 X 6 STUD WALL WITH R-19 BATT
INSULATION AND 1/2" GYRSUM BOARD IINTERIOR.
') STUCCO ON WIRE LATH AND 30#L.
BUILDING PAPER OVEP 7/16" WAFERBOARD OR 1/2" FOIL BACKED SHEATHIING.
3 3. 2 X 12 ROUGH SAWN HEADER, STAINED, BACK INAIL HEADER.
4. (3) 2 X 12 HEADER. 5. WINDOW - SEE SPECIFICATIOINS.
4 6. LINE OF WALL BEYOXID.
IE-+-------j 5
'-0" O.C.1 1/2" DIAMETER BOLT,~T1/2" TYRE 2. 2 X 4 STUDARWDAL~A~IED TEXTURED,GYRSUM BO, ,
AXID P~INTED·r LESS CRITICAL.3. 2" CRIIICAL, 4. BASEBOARD.
2
4
i' 2 X 4 STUODARWDAL~A~I~6 TEXTURED,GYPSUM B , ,
AND P~INTLED1" LESS CRITICAL.3 2" CRIIICA , 4 BASEBOARD.
06A 6052
Samples from
1, 6" C.M U WALL. 2. 1 GYPSUM BOARD Ol~
2 X 2 FURRING. 3. (2) 2 X STUDS WITH 0.0145" 0
DRIVE PINS AT 48" O.C. 4. #4 REBAR, VERTICAL, IN SOLID
GROUT AT 48" OC
1. 6" C.M.U WALL. 2. 1/2" GYPSUM BOAPD ON
2 X 2 FURRING. 3. (2) 2 X STUDS WITH 0.0145" 0
DRIVE PINS AT 48" O.C. 4. #4 REBAR, VERTICAL, IN SOLID
GROUT AT 48" O.C.
2
7
2 X 4 DOUBLE TOP PLATE. 2. 5/8" SHEATHING - SEE PLAI~
3. 5/8" GYPSUM SHEATHING. 4. 2 X 4 STUDS AT 15" OC 5. 1/2" SOUND BOAPD - SEE
ARCHITECTURAL. 5. TJL JOIST - SEE PLAN. 7. 2 X 4 BLOCKING WITH (1) 15d
NAIL EACH STUD.
2
7
1, 2 X 4 DOUBLE TOP PlAT[ 2, S/S" SHEATHING - SEE PLAIN 3, S/S" GYPSUM SHEATHING, 4, 2 X 4 STUDS AT 16" O,C, 5, 1/2" SOUND BOARD - SEE
ARCHITECTURAL, 6, TLll JOIST - SEE PLAN 7, 2 X 4 BLOCKING WITH (1) 16d
NAil EACH STUD,
4
605506A
1. HEADER. STUD ') CRIRRLE . L 16" O.C, STAGGERED. ~: SOLE RLA TE.
2
Samples from
2, 16" O,c" STAGGERED, 3. SOLE PLATE.4,
Samples from
~-----0-6-A- 60563/4" = 1'~O"
/: : . .-{ \ /: : ..-\{::r" \" \" \ ::1';. \" \"f-----
\!) ~5j 1. 1/2" PLYWOOD SHEAR PA~IEL TRUSS CO~INECTIOIN.
2. 16 INAILS AT 6" O.c. 3. 8 NAILS AT 3" O.C. 4. TRUSSES AT 24" O.C. 5. DOUBLE TOP PLATE. 6. 1/2" COX ROOF SHEATHING. 7. WOOD STUD BEARING WALL. 8. 2 X 4 FLAT AGAINST TRUSSES, ROOF DECK, MID TOP PLATE.
O TRIUSS SHIEAR ~-----0-6-A- 60563/4" = 1'~O"
Samples from
3
4
5
Samples from
3
4
5
1. GIRDER TRUSS. 2. HURRICANE TIE. 3. COfJlMOIN TRUSS. 4. JOIST HANGER. 5. JACK TRUSS. 6. DOUBLE TOP PLATE. 7. 2 X BEARING WALL. 7
6
Samples from
DOUBLE HEADER.1. 2 TOEI~AIL.
. 8" O.c. STAGGERED. 3. SOLE RLATE. 4. SILL SHOWN CUT AWAY 5. TO SHOW I~AILING. 6. KING STUD.
7. TRIMMER. C'TUD CRIPPLE..) .8.
OPE~~I]NG
DOUBLE HEADER. ') TOEI~AIL.
L. 8" O.C. STAGGERED. 3. SOLE PLATE. 4. SILL SHOWN CUT AWAY 5. TO SHOW NAILlI~G.
KING STUD.6.
4
Samples from
6
2
1 5/8" TYPE GYPSUM BOARD. 2. CAULKING COMPOU~ID AT FULL PERIMETER. 3. BRACKET - MOUNTED 48" A.FF 4. (1) 2A: lOBC, UL USTED FIRE EXTINGUISHER. 5. CABINET DOOR WITH TEMPERED GLASS UGHT.
4 6. PROVIDE (2) LAYERS FIRE RESISTANT 5/8" TYPE GYPSUM BOAPD BEHIND FIRE EXTIINGUISHER
CABI~IET AT FIRE RATED WALLS.
5
2
............................................(4)
5
1. 5/8" TYPE GYPSUM BOARD. 2. CAULKING COMPOUND AT FULL PERIMETER. 3. BRACKET - MOUNTED 48" A.F.F. 4. (1) 2A: lOBC, UL LISTED FIRE EXTINGUISHER. 5. CABINET DOOR WITH TEfJlPEPED GLASS UGHT. 6. PROVIDE (2) LAYERS FIRE RESISTANT 5/8" TYPE
GYPSUM BOARD BEHIND FIRE EXTINGUISHER CABINET AT FIRE RATED WALLS.
CAB~N]ET
BEAM PER PLAN
Samples from
1/2" GYPSUM BOARD OVER 2 X 6 STUDS @ 16" O.C. WITH R-19 INSULATION
SILL PLATE
PLYWOOD DECK
2 X 6 MUD SILL
1/2" 0 X 10" AINCHOR BOLTS @ 6'-0" O.C. & 1'-0" FROM EACH EI\ID
(4) REBARS @ 72" O.C. VERTICAL - ALTERNATE BEINDS liN FOOTING
PER FOUINDATIOIN
PLAN
CEMENT STUCCO OVER r PIGID INSULATION, (2) LAYERS "KRAFT" BUILDING PAPER ON 3/8" EXTERIOR GRADE WOOD SHEATHING
(1) #4 REBAR CONTINUOUS
1/2" GYPSUM BOARD OVER 2 X 6 STUDS @ 16" O.C. WITH P-1 9 IINSULATION
SILL PLATE PLYWOOD DECK
PER FOUNDATIOIN
(2) #4 REBARS CONTINUOUS
ROOF SYSTEM 3 PLY BUIU U~C ICBO #R-1306) (GAF # N~B-3 '00 ROOF DECK OVER 1/2 PLYp~~N FOR NAILINGSEE FRAMING SCHEDULE
1/2" GYPSUIM BOARD
'I X 8 INTERIOR BEA~ING ,-- L ('TUDe'@160,C.WALL -,:J ,:J
TRUSSES
STUCCO SYSTEM @ PAPAPET WALL
3 PLY BUILT UP ROOF SYSTEM (GAF #N-B-3-C, ICBO # R-1306) OVER 1/2" PLYWOOD ROOF DECK - SEE FRAMING PLAN FOR NAILING SCHEDULE
MPSON" HU210 JOIST HANGER
MPSON" H4 HURRICAINE TIE
TRUSS CONNECTIOIN (SHEAR PANEL)
MPSON" SUR/L24 SKEWED JOIST HANGER
MPSON" A-35 CLIP
2 X 10 'lET-IN"~ LEDGER WI TH (3) 16d NAILS @
EVERY STUD
BOARD
JLTLJJII~~~~L£JEDQiG~E~R_-C0i66AA ~ 400 6o I.~/7" = l' _0"
Samples from
LEDGEP WITH (3) 16d NAILS @ EVEPY STUD
SIMPSON A35
SIMPSON HU26 HANGEP
CRICKET WHERE OCCURS - SEE ROOF PLAN FOR LOCATIONS
1 PLYWOOD ROOF DECK SEE FRAMIING PLAN FOR DECK NAILING SCHEDULE
ru-,---~---~------------l~ PREFAB. ROOF TRUSS
1/2" GYPSUM BOARD
TRUSS 06A~4008
2 X BLOCKING BETWEEN - ALL TRUSSES WITH SEATED BEARIING
2 X 6 DOUBLE ----- TOP PLATE
EXTERIOR FI~IISH
SYSTEM
1/2" PLYWOOD POOF DECK SEE FRAMING PLAN FOP DECK INAIUNG SCHEDULE
PREFAB. ROOF TRUSS SEE FRAMIING PLAIN AND MANUFACTURER'S SHOP DRAWINGS
1/2" GYPSUM BOARD
TRUSS 06A~4009
2 3
5 1, ASPHALT SHII~GLES ON (1) LA YEP OF #15 FELT ON 1/2" AP.A PATED POOF SHEATHING.
"'(i) 2. PRE-ENGINEERED, PRE-FABRICATED
ROOF TRUSS - SEE FRAMING PLAN. 3. 2 X BLOCKING. 4. 3/8" ROUGH SAWN PLYWOOD AT
19
~ SOFFITS.
6. 8" HARDBOARD LAP SIDING - 7 COLOR LOCK OR EQUAL.
7. 5/4" X 3 1/2" HARDBOARD TRIM - 17 PAINTED.
8 8. WIXIDOW WITH 'L' FLASHING AT TOP
(TYP) - SEE WINDOW SCHEDULE. 9. 2 X 6 STUD WALL @ 16" O.C. 10. R-19 FIBERGLASS INSULATION.
(16) " " 11 (2) 2 X 10'S.
15 7 12. (2) 2 X 6'S. 13. 1/2" GYPSUM BOARD. 14. 2 X 10 FLOOR JOISTS @ 16" O.C. 15. 3/4" A.PA RATED FLOOR SHEATHING.
9 16. 1/2" WAFER BOARD.
= 17. (3) 2 X 12'S WITH 1/2" FLITCH PLATES HEADER.
11 18. (2) LAYERS OF 5/8" TYPE GYPSUM BOARD.
19. R-30 CEILING INSULATION. 10
14 13 9
1. ASPHALT SHINGLES ON (1) LAYEP OF #15 FELT ON 1/2" AP.A. PATED ROOF SHEATHING.
4 2. PRE-ENGINEERED, PRE-FABRICATED ROOF TRUSS - SEE FPAMING PLAN
3. R-30 CElUNG INSULATION. 4. (2) LAYERS OF 5/8" TYPE
GYPSUM BOARD. 5. R-19 FIBERGLASS INSULATION 6. 2 X 6 STUD WALL @ 16" O.C. 7. (3) 2 X 12'S WITH 1 FLITCH PLATES
HEADER. 8. 1/2" GYPSUM BOARD. 9. WINDOW WITH 'L' FLASHING AT TOP
(TYP) - SEE WIINDOW SCHEDULE. 10.5/4" X 3 1/2" HARDBOARD TRIM
PAINTED. 11. 8" HARDBOARD LAP SIDING
COLOR LOCK OR EQUAL. 12.6" X 16" SCREENED SOFFIT VENT -
SEE ROOF PLAIN FOR LOCATIONS. 13.3/8" ROUGH SAWN PLYWOOD @ SOFFITS. 14.5/4" X 9 1/4" HARDBOARD FASCIA
PAINTED. 15.24 GA. GALVAI\IIZED METAL DRIP
EDGE. 16. 2 X BLOCKIING. 17. (2) 2 X 6'S.
DETAIIL
9
8
5
7
1. 7/16" WAFERBOARD SHEATHING. 2. FIBERGLASS T-LOCK SHINGLES
ON 15 LB. FELT. 3. 2 X 2 BLACKING. 4. 26 GA. GALVANIZED IRON
GUTTER AND DOWNSPOUT WITH 60" TILTOUTS.
5. 12" TEXTURED HARDBOARD SOFFIT MATERIAL.
6. 2 X 6'S @ 16" DC 7. 1/2" 0 X 10" ANCHOR BOLTS @
6' -0" D.C. AND AT ALL CORNERS 10 AND JOINTS, A MINIMUM OF (2)
PEP PIECE WITH (3) 2 X 6 SILL RLATES.
8. WATERPROOFING - INSTALL PER MANUFACTURER'S SRECIFICA TIONS.
9. 4" PVC DRAIN PIPE IN GRAVEL.
S 10. 4" CONCRETE SLAB. 11. 2 X 10'S @ 16" D.C. 12. 3/4" T & G PLYWOOD - GLUE
ANO NAIL TO JOISTS. 13. R-13 INSULATION. 14. 1/2" GYPSUM BOARD. 15. (2) 2 X lO'S WITH 1/2" FLITCH
PLATE.
SIMPSON L~TA36
STRAP @ 48 O.C.
BOU~IDARY NAIUNG
/ 8" C'TUCCO ON WIRE 3 S~ OVER 1" E.PS ~~AM AND 15# FELT
/ 'J" GYPSUM BOARD1 L
INTO BLOCKINGlOd'S @ 16" O.c.
A~ID GPOOVE 3/4" TONGL~~ED AIND INAILED PLYWOOD GC'HA~IK NAILSWITH RING ~
2 X 10 FLOOR JOIST
Samples from
BOUNDAPY NAIUNG
X 10 BLOCKII~G WITH~ 2 INTO EACH ~(3) 16d NAILS JOIST
WIPE MESH3/8" STUSCO O~ FOAM AXID OVEP 1 EP~ 15# FELT
1/2" GYPSUM BOAPD
16d'S @ 12" O.c.
AND GPOOVE 3/4" TONGUL~ED AI\ID I~AILED PLYWOOD GSHANK NAILSWITH PINK
2 X 10 FLOOP JOIST
') 5 @ EACHSIMPSON HL. JOIST
SIMPSON U210 ------'
3/8" STUCCO ON WIRE MESH ---.-/ OVER 1" E.PS FOAM AIND
15# FELT
1/2" GYPSUM BOARD
16d'S @ 12" O.c.
~ 3/4" TOINGUE AIND GROOVE PLYWOOD GLUED AND NAILED WITH RING SHAXIK INAILS
2 X FLOOR JOI ST
SIMPSON H2.5 @ EACH JOIST
2 X JOISTS
1" E.PS FOAM AXID 15# FELT
~-- COI~TII~UOUS BLOCKII~G
APPROVED TRUSSES PER FPAMING PLAN
-1/2" GYPSUM BOARD
SIMPSOXI H2.5 @ EVERY OTHER STUD AND EVERY OTHER TRUSS (TYPICAL)
2 X STU DS @ 16" 0 C, SEE FLOOR PLAN
@ PLATE 06A-4016
Samples from
BLOCKING
2 X LEDGER WITH (3)--------- 16d'S AND SIMPSON H2.5 @ EACH STUD
2 X STUDS PER------./ PLAIN
-- FLASHING OVER CA~IT
2 X JOISTS, SEE FRAMING PLAN
SIMPSON U26 HANGER @ EACH STUD
CONTINUOUS CAULKING
3/8" STUCCO ON WIRE MESH OVER 1" EPS. FOAM AND 15# FELT
@ LEDGER 06A-4017
Samples from
8" BOND BEAM, GROUT SOUD WITH (2) #4
REBAR, TOP A~ID BOTTOM~
26 GAUGE SHEET METAL
-2 X ROOF JOISTS
WALL 06A-4018
Samples from
---2 X STUDS @ 16" OC WITH STUDS UNDER GIRDER
2 X 8 FASCIA W/ 1 X 3 TRIM
l' MOLDING
NOTE: PROVIDE (3) 2" SCREEXIED VENTS @ FRIEZE BOARD
DOW~~
GIIRDER
Samples from
ON 1" EPS FOAM OVER 15# FELT
/2" GYPSUM BOARD
SIMPSON H2.5 HANGER
402006A TRUSSGABLE E~IDo 3/~" = 1 '-0"
Samples from
2 X BLOCKING-~
1/2" GYPSUM BOARD
1/2" GYPSUM BOARD
SIMPSOIN H2.5 TIE
~3/4" TONGUE AI\ID GROOVE PLYWOOD GLUED AND NAILED WITH RING SHANK NAILS
FLOOR JOIST
mUSSES @ 24" O,C, --~
DOUBLE 2 X TOP PLATE
5/8" STUCCO OVER WIRE MESH ON 1" E.PS FOAM OVER 5/8" TYPE SHEATHING
5/8" TYPE GYPSU M BOARD ON 2 X 4 @ 16" O.c.
3" THERMAFIBER
BOARD
5/8" TYPE GYPSUM BOARD ON 2 X 4 @ 16" O.C.
3" THERMAFIBER
3/4" 'GYP-CRETE' OVER 3/4" TONGUE AND GROOVE OSB.
5/8" STU CCO OVER WIRE MESH ON 1" E.PS FOAM OVER 5/8" TYPE SHEATHING
16" DEEP U.!. FLOOR JOISTS @ 24" OC, MAXIMUM
BOARD
WALL 06A-4024
Samples from
r
3 2 (4( 1 (6) 3/4" rjJ ANCHOR BOLTS WITH
3" X 3" X 1/4" CUT PLATE WASHER, TYPICAL, AT EACH PURLIN.
2. 4 X 12 DOUGLAS FIR #1 LEDGER. WITH (6) 3/4" rjJ ANCHOR BOLTS AT EACH PURLlN, SEE 25/S-5.
3. TRU- TRUSS TT444 46" OPEN WEB WOOD TRUSS, SEE SCHEDULE.
4. ADDITIONAL 3/4" rjJ ANCHOR BOLTS
NOTE: DO NOT SPLICE LEDGER AT PURLIN SUPPORT, PROVIDE 2'-0" MIXIIMUM FROM PURLIN TO SPLICE.
AT PURLI]~I
8
5
7
7
8'-5"
ELEVATION
4
6
2
8
1. TRUSS. 2. 4" X 6" X 1/4" PLATE EACH SIDE WITH
(4) 1/2" r(J THPOUGH BOUS. 3. L 3" X 3" X 1/4" X 0'-3" EACH SIDE
WITH 1/t' r(J THROUGH BOUS AXID 1/2" X 4" LAG EACH
4. 4 1/2" r(J THPOUGH BOUS. 5. DOUBLE ROUGH SAWN 2 X 6. 6. SINGLE ROUGH SAWN 2 X 6. 7. POUGH SAWN 6 X 12. 8. ROUGH SAWN 6 X 6 POSI 9. 1/4" PLATE WITH (3) 1/t' r(J THROUGH
BOLTS.
BEAM
SECTIOIN
Samples from
8
5
7
7
8'-5"
ELEVATION
4
6
2
8
TRUSS. 2. 4" X 6" X 1/4" PLATE EACH SIDE WITH
(4) 1/2" rfJ TH ROll GH BOLTS. 3. L 3" X 3" X 1/4" X 0'-3" EACH SIDE
WITH 1/2" rfJ THROUGH BOLTS AXID 1/2" X 4" LAG EACH.
4. 4 1/2" rfJ THROUGH BOLTS. 5. DOUBLE ROUGH SAWN 2 X 6. 6. SINGLE ROUGH SAWN 2 X 6. 7. ROUGH SAWN 6 X 12. 8. ROUGH SAWN 6 X 6 POST. 9. 1/4" PLATE WITH (3) 1/2" rfJ THROUGH
BOLTS.
BEAM
SECTION
Samples from
EAVE END
3 5
l' -0"
GABLE END
1. VENT BAFFLE AT EACH EAVE 7. TRUSS - SEE ROOF FRAMING VENT. PLAN
2. 2 X 6 FPAMING. 8. 2 X WALL - SEE PLAN 3. POOFING MATERIAL - SEE 9. 4/4 X 4 MASONITE FASCIA.
SPECIFICATIOINS. 10. 2 X 6 INAILER. 4. TRUSS CLIP. 11 3/8" MASONITE SIDING. 5. 7/16" SHEATHING. 12. 6" X 16" EAVE VEINT - SEE 6. CONTINUOUS BLOCKING. ROOF FRAMING PLAN.
06A-4027
EAVE END
3 5
l' -0"
GABLE END
1. VENT BAFFLE AT EACH EAVE 7. TRUSS - SEE ROOF FRAMING VE~I T. RLAN.
2. 2 X 6 FRAMING. 8. 2 X WALL - SEE RLAN 3. ROOFING MATERIAL - SEE 9. 4/4 X 4 MASONITE FASCIA.
SRECIFICATIONS. 10. 2 X 6 NAILER. 4. TRUSS CUR. 11 3/8" MASOI\IITE SIDING. 5. 7/16" SHEATHING. 12. 6" X 16" EAVE VENT - SEE 6. CONTINUOUS BLOCKING. ROOF FRAMING RLAN.
06A-4027
1. RIDGE L11~E.
2. PRE-E~GI~IEERED TRUSSES WITH 1/2" SHEATHII~G Ol~ OI~E
SIDE (GABLE TRUSS). 3. 2 X 6 NAILER ATTACHED TO
GABLE TRUSS. 4. 7/16" SHEATHII~G.
5. 2 X 6 BRACING AS NEEDED. 6. ROOFING - SEE SPECIFICATIOI~S.
7. SMOOTH MASONITE SIDING ATTACHED TO UNDERSIDE OF 2 X 6 FRAMING.
8. SIDING - SEE SPECIFICATIONS. 9 MASONITE TRIM
FRAMI]~~G
WITH 1/2" SHEATHING ON ONE SIDE (GABLE TRUSS)
3. 2 X 6 NAILER ATTACHED TO GABLE TRUSS.
4. 7/16" SHEATHING. 5. 2 X 6 BRACING AS ~IEEDED.
6. ROOFING - SEE SPECIFICATIONS. 7. SMOOTH MASONITE SIDING
ATTACHED TO UNDERSIDE OF 2 X 6 FRAMING.
8. SIDING - SEE SPECIFICATIONS. 9. MASO~IITE TRIM.
06A-4028
JOIIST IINI JOIISTo ~~~,~(~R IRON 06A 4029
Samples from
Samples from
~-----0-6-A- 40 ~O3/4" = 1'~O" 0
Samples from
/: : . .-{ \ /: : ..-\{::r" \" \" \ ::1';. \" \"f-----
\!) ~5j 1. 1/2" PLYWOOD SHEAR PA~IEL TRUSS CO~INECTIOIN.
2. 16 INAILS AT 6" O.c. 3. 8 NAILS AT 3" O.C. 4. TRUSSES AT 24" O.C. 5. DOUBLE TOP PLATE. 6. 1/2" COX ROOF SHEATHING. 7. WOOD STUD BEARING WALL. 8. 2 X 4 FLAT AGAINST TRUSSES, ROOF DECK, MID TOP PLATE.
O TRIUSS SHIEAR ~-----0-6-A- 40303/4" = 1'~O"
Samples from
3
4
5
Samples from
3
1. GIRDER TRUSS. 2. HURRICANE TIE. 3. COfJlMOIN TRUSS. 6 4. JOIST HANGER. 5. JACK TRUSS. 6. DOUBLE TOP PLATE. 7. 2 X BEARING WALL. 7
5
4
Samples from
S" HARDBOARD LAP SIDING - COLOR LOCK
OR EQUAL
5/4" X 3 1/2" HARDBOARD TRIM - PAINTED
ASPHALT SHINGLES ON (1) LAYER OF #15~ FELT ON 1/2" A.PA ROOF SHEATHIING ~
24 GA. GALVAIXIIZED METAL~n~~~\~~~~~~~~~~~ DPIP EDGE
ANID ~IIO~II~
Samples from
2
7
2 X 4 DOUBLE TOP PLATE. 2. 5/8" SHEATHING - SEE PLAI~
3. 5/8" GYPSUM SHEATHING. 4. 2 X 4 STUDS AT 15" OC 5. 1/2" SOUND BOAPD - SEE
ARCHITECTURAL. 5. TJL JOIST - SEE PLAN. 7. 2 X 4 BLOCKING WITH (1) 15d
NAIL EACH STUD.
2
7
1. 2 X 4 DOUBLE TOP PLATE. 2. S/S" SHEATHING - SEE PLAIN 3. S/S" GYPSUM SHEATHING. 4. 2 X 4 STUDS AT 16" O.C. 5. 1/2" SOUND BOARD - SEE
ARCHITECTURAL. 6. TLll JOIST - SEE PLAN 7. 2 X 4 BLOCKING WITH (1) 16d
NAil EACH STUD.
EAVE END
3 5
l' -0"
GABLE END
1. VENT BAFFLE AT EACH EAVE 7. TRUSS - SEE ROOF FRAMING VENT. PLAN
2. 2 X 6 FPAMING. 8. 2 X WALL - SEE PLAN 3. POOFING MATERIAL - SEE 9. 4/4 X 4 MASONITE FASCIA.
SPECIFICATIOINS. 10. 2 X 6 INAILER. 4. TRUSS CLIP. 11 3/8" MASONITE SIDING. 5. 7/16" SHEATHING. 12. 6" X 16" EAVE VEINT - SEE 6. CONTINUOUS BLOCKING. ROOF FRAMING PLAN.
06A-S003
EAVE END
3 5
l' -0"
GABLE END
1. VENT BAFFLE AT EACH EAVE 7. TRUSS - SEE ROOF FRAMING VE~I T. RLAN.
2. 2 X 6 FRAMING. 8. 2 X WALL - SEE RLAN 3. ROOFING MATERIAL - SEE 9. 4/4 X 4 MASONITE FASCIA.
SRECIFICATIONS. 10. 2 X 6 NAILER. 4. TRUSS CUR. 11 3/8" MASOI\IITE SIDING. 5. 7/16" SHEATHING. 12. 6" X 16" EAVE VENT - SEE 6. CONTINUOUS BLOCKING. ROOF FRAMING RLAN.
06A-S003
1. RIDGE L11~E.
2. PRE-E~GI~IEERED TRUSSES WITH 1/2" SHEATHII~G Ol~ OI~E
SIDE (GABLE TRUSS). 3. 2 X 6 NAILER ATTACHED TO
GABLE TRUSS. 4. 7/16" SHEATHII~G.
5. 2 X 6 BRACING AS NEEDED. 6. ROOFING - SEE SPECIFICATIOI~S.
7. SMOOTH MASONITE SIDING ATTACHED TO UNDERSIDE OF 2 X 6 FRAMING.
8. SIDING - SEE SPECIFICATIONS. 9 MASONITE TRIM
FRAMI]~~G
WITH 1/2" SHEATHING ON ONE SIDE (GABLE TRUSS)
3. 2 X 6 NAILER ATTACHED TO GABLE TRUSS.
4. 7/16" SHEATHING. 5. 2 X 6 BPACING AS ~IEEDED.
6. ROOFING - SEE SPECIFICATIONS. 7. SMOOTH MASONITE SIDING
ATTACHED TO UNDERSIDE OF 2 X 6 FRAMING.
8. SIDING - SEE SPECIFICATIONS. 9. MASO~IITE TRIM.
06A-S004
1'-0" DEEP X 1'-4" WIDE 1. CABINET WITH SHELF TOP
AND PULL DOWN DOOP FROXIT. /2" PARTICLE BOARD
2. : IXIED CHUTE WITH LACQUER (OR EQUAL) SEAL;R FOR C'MOOTH SURFACE,.:,. ~OX FRAME WITH STREAM-
3. IIXIE CASING MATERIAL. 2X 10 FLOOR JOISTS.4.
INOTE: ALL PARTS, FASTEINERS, AND MATERIALS TO BE FREE OF BURRS OR RAW SURFACES TO PREVENT SNAGGING.
CHI UTE
06A 5005
Samples from
1'-0" DEEP X 1'-4" WIDE CABINET WITH SHELF TOP AND PULL DOWIN DOOR FRONT. 1/2" PARTICLE BOARD
2. L1XIED CHUTE WITH LACQUER (OR EQUAL) SEALER FOR SMOOTH SURFACES. _ BOX FRAME WII H STREAM
3. L1XIE CASING MATERIAL. 2 X 10 FLOOR JOISTS.4.
ALL PARTS, FASTEINERS, AXID MATERIALS TO BE FREE OF BURRS OR RAW SURFACES TO PREVENT SNAGGING.
CHI UTE
06A 5005
Samples from
1/2" GYPSUM BOAPD OVEP 2 X 4 STUDS @ 16" O.C.
"PED-EYE" 32" O.e.
Samples from
3/8" STU CCO Ol~
METAL WEEP SCREED
I '1111111ill (1) #4 PEBAP VERTICAL ~+t= I
@ 32" o.e. GROUT SOLID ==111==11 FULL HGT OF WALL -,II -III
) " 111
1
- - ,------'---'---"'---'---~~---'---L-
24" O.C. WITH R-11 INSULATION
8" CMU WALL WITH #4 ~ PEBAP @ 32" O.e. WITH
/ 18" LAP
8" CMU STEM WALL
06A~2003
1. 6" EXTERIOR WALL ASSEMBLY 2. 8" CAST IN PLACE CONCRETE
BASEMENT WALL. 3. 2 X 10 JOISTS @ 16" O.c. 4. CONTINUOUS 2 X 4 SILL PLATE. 5. 1/2" X 10" ANCHOR BOLTS @ 6'-0" O.c. 6. (2) #4 REBARS CONTINUOUS. 7. #4 VERTICAL PEBAP @ 24" O.c.
DOWELED TO FOOTING. 8. 4" CONCRETE SLAB OVER 4" A.B.C. 9 R-19 INSULATION.
10. STEEL SHIMS AS REQUIRED FOR EQUAL FINISH FLOOR HEIGHT.
11. 2 X 10 COINTINUOUS WOOD BLOCKING. 12. 1/2" GYRSUM BOARD. 13. 3/4" T & G PLYWOOD FLOORING. 14. #4 REBARS HORIZONTAL @ 24" O.C. 15. COXITIINUOUS X 4" - 24 GA. GAL-
vANzED WATER STOR. 16. VAPOR BARRIER. 17. FINISH GRADE. 18. 2 X 4 KEY.
17
15
5
14
2
16
12
7
5
8
13
I
co
9
I(~ O)TE2,_0" #4 REBAR@EACH, 1 RUI~ @45WINDOW OPEI\III~G - OF OPENING
6" AWAY FROM CORNER
6" EXTERIOR WALL ASSEMBLY ~' MPSON" H2,5 TIE." L 2XlOJOISTS@16"OC 3, PREFAB, "EASY-WELL , 4, EGRESS LADDER,
~. 4040 X~4 ~~D~~ wrrp SCRrm 7. COI~l L 'RATE
8, (i)M~~A~~~A~S Co'WllNUOUS 9 VAPOR BARRIER,10,
200406A
4
87
2
Samples from
1 II~TERIOR WALL. 2. 8" CAST IN RLACE CONCRETE
BASEMEI~T WALL. 3. 2 X 10 JOISTS @ 16" O.C. 4. COI~TINUOUS 2 X 4 LEDGER. 5. 1/2" X 10" ANCHOR BOLTS @ 6'-0" O.C. 6. (2) #4 REBARS COI~TII~UOUS.
7. #4 VERTICAL REBAR @ 24" OC. DOWELED TO FOOTII~G.
8. 4" CONCRETE SLAB OVER 4" A.B.C. 9. 3/4" T & G PLYWOOD FLOORING.
10. #4 REBARS HORIZONTAL @ 24" OC 11 CONTINUOUS X 4" - 24go. GALVAXIIZED
WATER STOP. 12. VAPOR BARRIER.
:3
2
3/4" STUCCO ON METAL LA TH OIN 1" STYROFOAM (ICBO #3804)
------1/2" GYPSUIv1 BOARD ON 2 x 6 STUDS @ 16" O.C.
~-R-19 INSULATION (SEE FLOOR PLAN)
r---2 x 6 TREATED PLATE WITH ANCHOR BOLT
SIMPSOIN H2.5 @ --~
cl cl
" ~d cl
FIINISHED -
FOOTI]~IG
06A~2006
Samples from
2 ') ROOF DECKING.L.
3 4. DOUBLE TOR RLATE. 5. 2 X 4 RETURN.
4 6. 3/4" FASCIA. 7. 2 X FASCIA 8. 1/4" RL YWOOD SOFFIT.
6 9. 1 X FREIZE BOARD. 10. INSULATION BOARD. 11. AIR SRACE. 12 BRICK WITH BRICK TIES RER
7 MANUFACTURER'S SRECIFICATIOINS.
12 20 19 48" O.C. 15. FIINISHED GRADE.
15 16. (4) #4 REBARS ALL IN SOLID FOOTING 3" OFF BOTTOM.
17. TYRICAL 4" CONCRETE ROST, 4'-0" O.C. UXIDER
CJ
LOAD-BEARIING WALLS. 18. COMRACTED EARTH FILL. 19. 1" STYROFOAM WITH 6 MIL
17 VAROR BARRIER. -'T 20. 4" CONCRETE SLAB, 3,000 RSI.
I WITH 6" X 6" 10 GA. X 10 GA.N
CJ WELDED WIRE FABRIC. I 21. 1/2" GYRSUM BOARD.- ~
WALL SECTIIO~~
2 X STUDTyFpAECEp·EP SHEAR~. HOLDOWN
L. WALL ~~~ig~L~·LA TE. 3.

wood framing, trusses, frinish carpentrey, cabinets … truss. 10. roof deck. notes: a. fiberglass...

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