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MATERIAL SPECIFICATIONS
CONCRETE: I - 2 1/2 - 3 1/2 MIXTUPLE . 2000 P.S,I. @ 28 DAYS
STRUCTURAL STEEL: A.S,T.M. A-36
PIPE - GRADE "B" A.S,T.M. A-53 OR A.,P*I. STANDARD 5L
CONCRETE BLOCK: GRADE "A" PER A , S . T . M . C-90
BRICK MASONRY: M W G*1:U%DE PER A.S.T.M, C-62
MORTAR: 3 1/2 - 1/4 MIX .. CEMENT TO SAND TO LIME
GROUT: 3 - 2 MIX . . CEMENT TO SAN[) TO 3/8" PEA GRAVEL
REINFORCING STEEL: PER AoS.T.M, A615 GRADE 40
WOOD: ALL LUMBER TO BE GRADE MARKED DOUGLAS FIR COAT REGION OR APPROVED EQUAL
PER GRADING RULES NO. 16
HORIZONTAL: #2 OR BETTER .. UNLESS NOTED
VERTICAL; STUD GRADE, #2 OR BETTER .. UNLESS NOTED
4" X & LARGER POST & BEAMS TO BE #I UNLESS NOTED
PLYWOOD: PER P . S . " ., C. -D? STANDARD WITH EXTERIOR GLUE .. UNLESS NOTED
SECL:RT
A,TY I'RUVISIONS
1. LXTERIOR D(>oRs, DOORS BETWEEN HOUSE & GARAGE, WINDOWS & THEIR HARDWARE SHALL
CONFORM, TO THE SECURITY PROVTSIONS OF CHAPTER 67 r)F BUTLD11"41-i CODE.
2. A SINGLE SWINGING DOOR, ACTIVE LEAF OF A PAIR OF Doof;t�l ,,")HALL BE EQUIPPED
WITH A DEADBOLT & A DEAD LOCKING LATCH, BOTH KEY OPERATED FROM THE OUTMSIDE,
DEADBOLT SHALL HAVE A HARDENED INSERT, Ill MINIMUM THROW & '. /V MINIMU
1.1 A
MBEDMENT INTO JAMB.
3. INACTIVE LEAF OF APAIR OF DOORS SHALL HAVE DEADBOLT (AS SVECIFIED ABOVE)
NOT KEY OPERATED ORHARDENED DKADBOLT TOP & BOTTOM WITH 112" EMBEDMENT,
4. lk)OR STOPS OF WOOD IIIA -MBS ON IN SWINGING DOORS, SHALL BE 1 t,IECE ('ONSTRUCTION
i)k JOINED BY RABBET.
S. OVER.HEAD GARAGE DOORIS SHALT, BE SECURED WITH A CYLINDER LOCK, PADLOCK WITH
HARDENED STEELSHACKLE,E1ETAL SLIDE BAR BOLT CSR EQUIVALENT WHEN NOT OTHER-
WISE LOCKED BY ELECTRIC POWER OPERATION.
I
6. SLIDING GLASS DOORS & WINDOWS SHALL BE CAPABLE 01' WITHSTANDING 11"HE `PESTS SET
FOR'lli IN SECTIONS 6706 & 6707 OF THE L. A. COUNTY Bt;ll,[)I,%I(" C00r, & SHALL BEAR
FORCED ENTRY RESISTANT LABELS.
PLASTER -- DRYWALL NOTE
1. PLASTERED SURFACES ON WALLS, CEILING & ROOF' SOFFITS EXPOSED TO WEATHER SHALL
HAVE EXTERIOR LATH & PLASTER CONFORMING TO (4708 &4706) RESPEC'TIVELY r UNLESS
EXEMPTEDBY (424). EXTERIOR PLASTER REINFORCED PER (4706-c) MAY BE APPLIED
OVER GYPSUM LATH ON CEILINGS & ROOF SOFFITS.
INSPECTION IS REQUIRED FOR ALL INTERIOR & EXTERIOT� IN --PI ACE LATH AND/OR WALL -
HOARD BEFORE ANY PLASTERING OF ANY JOINTS & FASTENERS HAVE BEEN TAPED &
FINISHED.
3. EXTERIOR STUCCO .. 7/8" PORTLAND CEMENT PLASTER WITH WOVEN OR WELDED WIRE LATH
ATTACHED WITH $11 GA., I 1/2" TONG WITH 7/16"OHEAD NAIL OR116GA. STAPLE WITH
0 IMUM:O C . ..ALLSTUDS &PLATES.
7/ 8 LONG LEGS. NAILS & STAPLES AT 6" VNX i
4. ALL DRYWALL TO BE NAILED AS FOLLOWS ljNLESS OTHERWISE NOTED
1112" .. 5d COOLER NAILS AT 7" O.C. UNBLOCKED
5/8- .. 6d COOLER NAILS AT 7" O.C. UNBLOCKED
PLYWOOD NAILING
Rook,
1/2" C -D STD. WITH EXTERIOR GLUE
32/16 INDEX
8 d @ 6" O.C. EDGES
8 d @ VO.C. BOUNI)
8 d @ 12" U.C. FIELD
ALL NAILlNGTO BE 114SPECTED
USE "EXTERIOR GRADE" WHERE EXPOSED TO WEATHER
13
GENERAL
I CONTRACTORS SHALL VERIFY ALL CONDITIONS & DIMENSIONS PRIOR TO THE START OF
CONSTRUCTION. NOTED DIMENSIONS TAKE PRECEDENT OVER SCALE -
2. ALL PPASES OF CONSTRUCTION SHALL COMPLY WITH THE MINIMUM REQUIREMENTS OF ALL
APPLICABLE LOCAL & STATE CODES, ORDINANCES, 4 REGULATIONS.
3. PROVIDE TE�()'RARY TOXLETS ON THE JOB SITE PRIOR TO START OF CONSTRUCTION.
4. PRoVIDE CONNECTIONS TO ALL AVAILABLE PUBLIC UTILITIES,
FRAMING
I.t,, ALL NAILING) SHALL CONFORM TO NAILING SCHEDULE TABLE 25-p OF CODE.
WALL FRAMING SHALL BE 2 x 4 STUDS @ 16" O.C. WITH DOUBLE TOP PLATES LAPPED
A MINIMUM OF 48" AT SPLICES .. UNLESS OTHERWISE NOTED.
J. ALL, CUTTING, NOTCHING & BORING OF S4-IUDS SHALL 13E IN ACCORDANCE WITH SECTION
2518f (Al CODE.
r E UNLESS 4. STRUCTURAL Ml-,'MBEILS SHALL NOT BE CUT, OR NOTCHED FOR PIPES TC. L LES SO
DETAILEr.
PROVIDE I x 6 LET IN BRACING; EACH 25 LINEAL FOOT OF EXTERIOR WALL, AT EACH
Et4D OR AS NEAR AS POSSIBLE & AT AL1.4 ;.7, TU CROSS STUR PARTITIONS, CONTINUOUS
FROM TOP PLATE TO BOTTOM PLATE .. jj:j` MAXIMUM & 4.5 MINIMUM TO HORIZONTAL,
rlROVIDE FIRLBLOCKING IN ALL STUD WALLS & FLOOR, & CEILING LEVELS, FURRING &
SOFFITS SO THAT NO CONCEALED SPACE IS NOT OVER 101-V .. AT TOP & BOTTOM OF
ll,;TtklR STRINGERS & BETWEEN STUDS PARALLEL WITH STRINGERS.
7 . PROVIDE rx)UBLE JOISTS UNDER A14L PARALLEL PARTITIONS -
U. PROVIDE SOLID BIA)CKItV'l BETWEEN JOISTS & RAF TER!S AT ALI., o"UPTIORTS. BLOCKING
SHALL BE 1 PIECE & THE FULL DEPTH OF JOIST OR RAFTER.
9. AALL YOOD BEARING ON CONCRETE )R MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR.
IQ . YLASH ALL EXI.rERIOR OPENINGS) WITH AN APPROVED WATERPROOF BUILDING PAPER.
FouNIAT Ii,:)N
1. ALL FOOTINGS SHALL 14 ST ON FIRM NATURAL SOIL OR APPRO:)`ED COMPACTED FILL -
AN IMAGINARY LINE 45 0 T EXTENDED DOWNWARD FROM THE BOTTOM
2. 0 THE HORIZONTALI �o
CORNER 01-1 ANY FOOTING SHALL NOT INTERSECT ANY PART OF AN EXCAVATION POR
GA%S, WATER, SEWER OR DRAINAGE PURPOSES ,
3. CONCRETE TO BE MA , UM OF 7 1/2 GALLONS OF WATER PER
_C11INE MIXED WITH A MAXIM
SACK OF CEMENT. CONCRETE TO RnACH A STRENGTH OF 2000 P.S.I. MINIMUM AT
28 DAYS.
4. MUDSILLS TO BE FOUNDATION ;RADE REDWOOD OR PRESSURE TREATED DOUGIAS FIR.
5. SILL BOLTI' I UNLESS OTHERWISE NOTED BOLTS, 7" MINIMUM INTO CONCRETB#
a. EXq OR WALLS: 1/21-0 x 10" ANCHOR
61-L 1,4AXIMUM O.C., 12" MAXIMUM FROM CORNERS & SPLICE.
b. INTEr,.IOR BEARING: 1/41fo x 3" SHOT PINE'S W./WASHERS @ 21-0" O.C.
C. INTERIOR NON-BEARING: 1/4"o x 3" SHOT SINS W/WASHERS @ 31-0" O.C.
6. PROVIDE 126 GA. G.I. STUCCO BASE SCREED AT PERIMETER.
I
MISCELLANEOUS
1. ELECTRIC OUTLETS SHALL HE SPACED AT 12'-0" -,AXTMUM ALONG WALLS & AT A14
USABLE WALL SPACE 21-0" OR q0RE IN WIDTH.
2. ALL EXTERIOR FINISH MATERIALS SHALL BE APPLIED OVER 1 LAYER 150 ASPHjkLT
SATURATED FELT.
3. ALL SHEET,blETAL FLASHI G, TO BE # 26 G
4. ALL APPLIANCES LOCATED IN GARAGrE & EMITTING A SPARK, GLOW, OR FLAME SHALL
13E INSTALLED ON AN 18" HIGH MINIMUM PLATFORM & PROTECTED PROM VEHICULAR
DAMAGE.
5. SHOWER WALLS & SHOWERS ABOVE TUBS SHALL BE FINISHED WITH A SMOOTH HARD
NON-ABSORBENT SURFACE TO A HEIGHT OF NOT LESS THAN 61-011 PER SECTION 1711d
of CODE.
6, ALL TUB & SHOWER ENCLOSURES SHALT, HE FULLY TEMPERED, LAMINATED SAFETY GLASS,
Oil APPROVED PLASTIC PER SECTION 1711E OF CODE
7. WATER HEATER WITH NON -RIGID CONNECTIONS SHALL BE STRAPPED FOR LATERAL SUPPORT.
8, ALL SWINGING DOORS & WINDOWS OPENING TO THE EXTERIOR OR TO UNCONDITIONED
AREAS SUCH AS GARAGES SHALL BE FULLY WEATHERST RIPPED o GASKETED OR OTHER-
WISE TREATED TO LIMIT INFILTRATION., ALL MANUFACTURERS WINDOWS & SLIDING
GLASS DOORS SHALL MEET THE AIR INFILTRATION STANDARDS OF THE 1972 AMERICAN
NATIONAL STANDARDS INSTITUTE A.S.T-M. B283-73 WITH A PRESSURE DIFFERENTIAL
OF 1.57 LBS/FT & SHI.,LL BE CERTIFIED &LABELED.
A�, P
4
I
6"
j
L
0,-
L L It\ A �_ kL S
MATERIAL SPECIFICATIONS
CONCRETE: I - 2 1/2 - 3 1/2 MIXTUPLE . 2000 P.S,I. @ 28 DAYS
STRUCTURAL STEEL: A.S,T.M. A-36
PIPE - GRADE "B" A.S,T.M. A-53 OR A.,P*I. STANDARD 5L
CONCRETE BLOCK: GRADE "A" PER A , S . T . M . C-90
BRICK MASONRY: M W G*1:U%DE PER A.S.T.M, C-62
MORTAR: 3 1/2 - 1/4 MIX .. CEMENT TO SAND TO LIME
GROUT: 3 - 2 MIX . . CEMENT TO SAN[) TO 3/8" PEA GRAVEL
REINFORCING STEEL: PER AoS.T.M, A615 GRADE 40
WOOD: ALL LUMBER TO BE GRADE MARKED DOUGLAS FIR COAT REGION OR APPROVED EQUAL
PER GRADING RULES NO. 16
HORIZONTAL: #2 OR BETTER .. UNLESS NOTED
VERTICAL; STUD GRADE, #2 OR BETTER .. UNLESS NOTED
4" X & LARGER POST & BEAMS TO BE #I UNLESS NOTED
PLYWOOD: PER P . S . " ., C. -D? STANDARD WITH EXTERIOR GLUE .. UNLESS NOTED
SECL:RT
A,TY I'RUVISIONS
1. LXTERIOR D(>oRs, DOORS BETWEEN HOUSE & GARAGE, WINDOWS & THEIR HARDWARE SHALL
CONFORM, TO THE SECURITY PROVTSIONS OF CHAPTER 67 r)F BUTLD11"41-i CODE.
2. A SINGLE SWINGING DOOR, ACTIVE LEAF OF A PAIR OF Doof;t�l ,,")HALL BE EQUIPPED
WITH A DEADBOLT & A DEAD LOCKING LATCH, BOTH KEY OPERATED FROM THE OUTMSIDE,
DEADBOLT SHALL HAVE A HARDENED INSERT, Ill MINIMUM THROW & '. /V MINIMU
1.1 A
MBEDMENT INTO JAMB.
3. INACTIVE LEAF OF APAIR OF DOORS SHALL HAVE DEADBOLT (AS SVECIFIED ABOVE)
NOT KEY OPERATED ORHARDENED DKADBOLT TOP & BOTTOM WITH 112" EMBEDMENT,
4. lk)OR STOPS OF WOOD IIIA -MBS ON IN SWINGING DOORS, SHALL BE 1 t,IECE ('ONSTRUCTION
i)k JOINED BY RABBET.
S. OVER.HEAD GARAGE DOORIS SHALT, BE SECURED WITH A CYLINDER LOCK, PADLOCK WITH
HARDENED STEELSHACKLE,E1ETAL SLIDE BAR BOLT CSR EQUIVALENT WHEN NOT OTHER-
WISE LOCKED BY ELECTRIC POWER OPERATION.
I
6. SLIDING GLASS DOORS & WINDOWS SHALL BE CAPABLE 01' WITHSTANDING 11"HE `PESTS SET
FOR'lli IN SECTIONS 6706 & 6707 OF THE L. A. COUNTY Bt;ll,[)I,%I(" C00r, & SHALL BEAR
FORCED ENTRY RESISTANT LABELS.
PLASTER -- DRYWALL NOTE
1. PLASTERED SURFACES ON WALLS, CEILING & ROOF' SOFFITS EXPOSED TO WEATHER SHALL
HAVE EXTERIOR LATH & PLASTER CONFORMING TO (4708 &4706) RESPEC'TIVELY r UNLESS
EXEMPTEDBY (424). EXTERIOR PLASTER REINFORCED PER (4706-c) MAY BE APPLIED
OVER GYPSUM LATH ON CEILINGS & ROOF SOFFITS.
INSPECTION IS REQUIRED FOR ALL INTERIOR & EXTERIOT� IN --PI ACE LATH AND/OR WALL -
HOARD BEFORE ANY PLASTERING OF ANY JOINTS & FASTENERS HAVE BEEN TAPED &
FINISHED.
3. EXTERIOR STUCCO .. 7/8" PORTLAND CEMENT PLASTER WITH WOVEN OR WELDED WIRE LATH
ATTACHED WITH $11 GA., I 1/2" TONG WITH 7/16"OHEAD NAIL OR116GA. STAPLE WITH
0 IMUM:O C . ..ALLSTUDS &PLATES.
7/ 8 LONG LEGS. NAILS & STAPLES AT 6" VNX i
4. ALL DRYWALL TO BE NAILED AS FOLLOWS ljNLESS OTHERWISE NOTED
1112" .. 5d COOLER NAILS AT 7" O.C. UNBLOCKED
5/8- .. 6d COOLER NAILS AT 7" O.C. UNBLOCKED
PLYWOOD NAILING
Rook,
1/2" C -D STD. WITH EXTERIOR GLUE
32/16 INDEX
8 d @ 6" O.C. EDGES
8 d @ VO.C. BOUNI)
8 d @ 12" U.C. FIELD
ALL NAILlNGTO BE 114SPECTED
USE "EXTERIOR GRADE" WHERE EXPOSED TO WEATHER
13
GENERAL
I CONTRACTORS SHALL VERIFY ALL CONDITIONS & DIMENSIONS PRIOR TO THE START OF
CONSTRUCTION. NOTED DIMENSIONS TAKE PRECEDENT OVER SCALE -
2. ALL PPASES OF CONSTRUCTION SHALL COMPLY WITH THE MINIMUM REQUIREMENTS OF ALL
APPLICABLE LOCAL & STATE CODES, ORDINANCES, 4 REGULATIONS.
3. PROVIDE TE�()'RARY TOXLETS ON THE JOB SITE PRIOR TO START OF CONSTRUCTION.
4. PRoVIDE CONNECTIONS TO ALL AVAILABLE PUBLIC UTILITIES,
FRAMING
I.t,, ALL NAILING) SHALL CONFORM TO NAILING SCHEDULE TABLE 25-p OF CODE.
WALL FRAMING SHALL BE 2 x 4 STUDS @ 16" O.C. WITH DOUBLE TOP PLATES LAPPED
A MINIMUM OF 48" AT SPLICES .. UNLESS OTHERWISE NOTED.
J. ALL, CUTTING, NOTCHING & BORING OF S4-IUDS SHALL 13E IN ACCORDANCE WITH SECTION
2518f (Al CODE.
r E UNLESS 4. STRUCTURAL Ml-,'MBEILS SHALL NOT BE CUT, OR NOTCHED FOR PIPES TC. L LES SO
DETAILEr.
PROVIDE I x 6 LET IN BRACING; EACH 25 LINEAL FOOT OF EXTERIOR WALL, AT EACH
Et4D OR AS NEAR AS POSSIBLE & AT AL1.4 ;.7, TU CROSS STUR PARTITIONS, CONTINUOUS
FROM TOP PLATE TO BOTTOM PLATE .. jj:j` MAXIMUM & 4.5 MINIMUM TO HORIZONTAL,
rlROVIDE FIRLBLOCKING IN ALL STUD WALLS & FLOOR, & CEILING LEVELS, FURRING &
SOFFITS SO THAT NO CONCEALED SPACE IS NOT OVER 101-V .. AT TOP & BOTTOM OF
ll,;TtklR STRINGERS & BETWEEN STUDS PARALLEL WITH STRINGERS.
7 . PROVIDE rx)UBLE JOISTS UNDER A14L PARALLEL PARTITIONS -
U. PROVIDE SOLID BIA)CKItV'l BETWEEN JOISTS & RAF TER!S AT ALI., o"UPTIORTS. BLOCKING
SHALL BE 1 PIECE & THE FULL DEPTH OF JOIST OR RAFTER.
9. AALL YOOD BEARING ON CONCRETE )R MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR.
IQ . YLASH ALL EXI.rERIOR OPENINGS) WITH AN APPROVED WATERPROOF BUILDING PAPER.
FouNIAT Ii,:)N
1. ALL FOOTINGS SHALL 14 ST ON FIRM NATURAL SOIL OR APPRO:)`ED COMPACTED FILL -
AN IMAGINARY LINE 45 0 T EXTENDED DOWNWARD FROM THE BOTTOM
2. 0 THE HORIZONTALI �o
CORNER 01-1 ANY FOOTING SHALL NOT INTERSECT ANY PART OF AN EXCAVATION POR
GA%S, WATER, SEWER OR DRAINAGE PURPOSES ,
3. CONCRETE TO BE MA , UM OF 7 1/2 GALLONS OF WATER PER
_C11INE MIXED WITH A MAXIM
SACK OF CEMENT. CONCRETE TO RnACH A STRENGTH OF 2000 P.S.I. MINIMUM AT
28 DAYS.
4. MUDSILLS TO BE FOUNDATION ;RADE REDWOOD OR PRESSURE TREATED DOUGIAS FIR.
5. SILL BOLTI' I UNLESS OTHERWISE NOTED BOLTS, 7" MINIMUM INTO CONCRETB#
a. EXq OR WALLS: 1/21-0 x 10" ANCHOR
61-L 1,4AXIMUM O.C., 12" MAXIMUM FROM CORNERS & SPLICE.
b. INTEr,.IOR BEARING: 1/41fo x 3" SHOT PINE'S W./WASHERS @ 21-0" O.C.
C. INTERIOR NON-BEARING: 1/4"o x 3" SHOT SINS W/WASHERS @ 31-0" O.C.
6. PROVIDE 126 GA. G.I. STUCCO BASE SCREED AT PERIMETER.
I
MISCELLANEOUS
1. ELECTRIC OUTLETS SHALL HE SPACED AT 12'-0" -,AXTMUM ALONG WALLS & AT A14
USABLE WALL SPACE 21-0" OR q0RE IN WIDTH.
2. ALL EXTERIOR FINISH MATERIALS SHALL BE APPLIED OVER 1 LAYER 150 ASPHjkLT
SATURATED FELT.
3. ALL SHEET,blETAL FLASHI G, TO BE # 26 G
4. ALL APPLIANCES LOCATED IN GARAGrE & EMITTING A SPARK, GLOW, OR FLAME SHALL
13E INSTALLED ON AN 18" HIGH MINIMUM PLATFORM & PROTECTED PROM VEHICULAR
DAMAGE.
5. SHOWER WALLS & SHOWERS ABOVE TUBS SHALL BE FINISHED WITH A SMOOTH HARD
NON-ABSORBENT SURFACE TO A HEIGHT OF NOT LESS THAN 61-011 PER SECTION 1711d
of CODE.
6, ALL TUB & SHOWER ENCLOSURES SHALT, HE FULLY TEMPERED, LAMINATED SAFETY GLASS,
Oil APPROVED PLASTIC PER SECTION 1711E OF CODE
7. WATER HEATER WITH NON -RIGID CONNECTIONS SHALL BE STRAPPED FOR LATERAL SUPPORT.
8, ALL SWINGING DOORS & WINDOWS OPENING TO THE EXTERIOR OR TO UNCONDITIONED
AREAS SUCH AS GARAGES SHALL BE FULLY WEATHERST RIPPED o GASKETED OR OTHER-
WISE TREATED TO LIMIT INFILTRATION., ALL MANUFACTURERS WINDOWS & SLIDING
GLASS DOORS SHALL MEET THE AIR INFILTRATION STANDARDS OF THE 1972 AMERICAN
NATIONAL STANDARDS INSTITUTE A.S.T-M. B283-73 WITH A PRESSURE DIFFERENTIAL
OF 1.57 LBS/FT & SHI.,LL BE CERTIFIED &LABELED.
A�, P
4
I